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HomeMy WebLinkAboutTruss® Lumber design values are in accordance with ANSI/TPI 1. section 6.3 These truss designs rely on lumber values established by others. MiTek RE: J40332 - Brown Residence MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Dave Golden Homes Project Name: Brown Residence Model: Custom pa, FL33610-4115 Lot/Block: Subdivision: Address: 3601. Arnold Road City: Ft. Pierce State: Florida Name Address and: License # of Structural Engineer of Record, If there is.one, for the building. Name: License #: Address: City: State: General Truss.Engineering Criteria & Design Loads (Individual Truss. Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 160 mph " Roof Load: 50.0 psf . Floor Load: N/A psf This package includes 43 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15731.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# - Truss Name., Date No. Seal# Truss Name . Date 1 T21423630 A01 9/28/20 15 T21423644 B02 9/28/20 2 T21423631 A02 9/28/20 16 T21423645 B03G 9/28/20 3 T21423632 A02A 9/28/20 " 1.7 T21423646 C01 G 9/28/20 4 T21423633 A03 9/28/20 1.8 T21423647 CO2G 9/28/20 5 T21423634 A04 • 9/28/20 19 T21423648 D01 G 9/28/20 6 T21423635 _ A05 9/28/20 20 T21423649 E01 9/28120 7 T21423636 A06 9/28/20 21 T21423650 E02G 9/28/20 8 T21423637. A07 9/28/20 22 T2142365.1 MV2 9/28/20 9 T21423638 A08 9/28/20 23 T21423652 MV4 9/28/20 10 T21423639 A09 9/28/20 24 T21423653 .MV4A 9/28/20 11 T21423640 A10 9/28/20 25 T21423654 MV6 9/28/20 12 T21423641 A11G 9/28/20 26 T21423655 MV8 9/28/20 13 T21423642 Al2G 9/28/20 27 T21423656 MV1.0 9/28/20 14 T21423643 B01 G 9/28/20 28 T21423657 V4 9/28/20 This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this. document are. not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the . designs comply with ANSI/TPI 1. These designs are based upon parameters . shown (e.g., loads; supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any.particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. R.• ��• �•�.�G•ENSF•; l� •,� No 22839 -13 STATE OF •46 A. •�.C? 0NA L-.% Walter.P. Flnn PE No.22839 MITek,USA, Inc. FL Cart 6634. 6904 Parke fast Blvd. Tampa FL.33610 Date: September 28,2020 Finn, Walter - 1 of 2 MM r MiTek� M!Tek USA, Inc. RE: J40332 - Brown Residence 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information:' Customer Info: Dave Golden Homes Project Name: Brown Residence: Model: Custom Lot/Block: Subdivision: Address: 3601 Arnold Road City: Ft. Pierce State: Florida No. Seal# Truss Name Date 29 T21423658' V5 9/28/20 30 T21423659 V8 9/28/20 31 T21423660 V9 . 9/28/20 32 T21423661 V13 9/28/20 33 T21423662 . V17 ' 9/28/20 34 T21423663 ZCJ 1 9/28/20 35 T21423664 ZCJ3. 9/28/20,- 36 T21423665 ZCJ5 .: 9/28/20 37 T21423666 ZEJ3 9128/20 38 T21423667 ZEJ7 9/28/20 39 T21423668- ZEJ7A 9/28/20 40 T21423669 ZERB 9/28/20 41 T21423670 ZERC 9/28/20 42 ' T21423671 ZHJ3 9/28/20 43. T21423672 ZHJ7 9/28120 2 of 2 I MAY 7, 2019 LATERAL TOE -NAIL DETAIL I MII-TOENAIL SP �0 �aa 0 00 O 00 -• a MiTek USA, W=ft AIQTMAff9dw MiTek USA, Inc. Page 1 Of 1 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. • OE -NAIL SINGLE SHEAR VALUES PER NDS 2018 (lb/nail) DIAM. SP DF HF SPF SPFS .131 88.0 80.6 69.9 68.4 59.7 p .136 93.5 85.6 74.2 72.6 63.4 .162 108.8 99.6 86.4 84.5 73.8 �i Z .128 74.2 67.9 58.9 57.6 50.3 OJ .131 75.9 69.5 60.3 59.0 51.1 N .148 81.4 74.5 64.6 632 52.5 of VALUES SHOWN ARE CAPACITY PER TOE -NAIL. . APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE- (3),- 16d•(0.162' X 3.61 NAILS WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15, 3 (nails) X 84.5 (Ib/naiQ X 1.15 (DOL) - 291.5 lb Ma)dmum Capacity ANGLE MAY VARY FROM 30°TO 60' 45.00° ANGLE MAY VARY FROM 30° TO 600 THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW (w) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW SIDE VIEW (24) 4 NAILS 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE _ NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60 ° 45.00° 45.00° No.047182 STATE OF0-0 i� s . 4 0 R 10.•��� ,``Iz. Job Truss Truss Type oty Ply Brown Residence T21423630 J40332 A01 ATTIC 3 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:00 2020 Page 1 ID:SMM7jTFUvuUk6rINSSA21XycSAI-VNehDJR16V JS5yixtg3PgdetPLO1BzBH7vcG6yZ6YT 23-2-5 11-4-15 16-9-8 21-3-0 2-5-3 29-6-12 32-110 .-6 5-4-9 5-4-9 45-12 -1-15 -9-2 64-7 3-0-4 Scale = 1:55.9 d� 3x6 = 5.00 12 4x4 11 3x4 = 4x6 = 3x4 = —" 14 5x8 M18SHS = TRUSS DESIGNED FOR MWFRS ONLY, PER BUILDING DESIGNER REQUEST. TYPICAL IN THIS JOB. 13 5x8 M18SHS = 6x6 II LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.98 BC 0.93 WB 0.87 Matrix -MS DEFL. in (loc) I/deft Ud Vert(LL) -0.35 13-14 >999 360 Vert(CT) -0.74 13-14 >535 240 Horz(CT) 0.07 12 n/a n/a Wind(LL) 0.21 13-14 >999 240 PLATES MT20 M18SHS Weight: 170 lb GRIP 244/190 244/190 FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-5,7-12: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 31 *Except* 2-16: 2x4 SP No.2, 13-14: 2x6 SP SS WEBS 2x4 SP No.3 *Except* 8-14: 2x4 SP No.1 SLIDER Right 2x4 SP No.3 -t 2-6-0 REACTIONS. (size) 2=0-8-0, 12=Mechanical Max Horz 2=187(LC 7) Max Uplift 2=359(1_C 8), 12=-213(LC 8) Max Grav 2=1835(LC 14), 12=2037(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3766/627, 3-4=-3567/621, 4-6=-2700/490, 6-8=-3439/525, 8-9=-2571/298, 9-10=-3463/428, 10-12=-3422/337 BOT CHORD 2-17=-530/3552, 15-17=-363/2899, 14-15=-181/2224, 13-14=-273/3114, 12-13=-286/3134 WEBS 3-17=-428/163, 4-17=-128/675, 4-15=-773/241, 6-15=-1681823, 6-14=-143/1716, 14-18=-779/212,8-18=733/217,10-13=-336/161,9-18=-819/150 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=33ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 This has been 3) All plates are MT20 plates unless otherwise indicated. Item 4) Plates checked for a plus or minus 0 degree rotation about its center. electronically Signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Finn, Walter, PE 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 ususing Di Digital a using DiSi Signature. Si will fit between the bottom chord and any other members, with BCDL=10.Opsf. copies this p 7) Ceiling dead load (5.0 psf) on member(s). 9-10, 9-18; Wall dead load (5.0psf) on member(s).14-18, 10-13 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 document are not considered 9) Refer to girder(s) for truss to truss connections. signed and Sealed and the 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) signature must be verified 2=359, PACE. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. On an electronic copies. Y P Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not n a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 11'' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MirK• e 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 ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Brown Residence T21423631 J40332 A02 ROOF SPECIAL 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 11:40:012020 Page 1 ID:GVrghl2ruvToKpD?Mr2YnhyZ7Mx-_xC3ReRftp6A3EWuVbB Iyl9tlpgymdVLWnf9oYyZ6YS -1-4-0 5-4-0 9-4-0 14-8-0 16.9-8 22-1-14 27-9-12 , 1�4-0 F 5-40 4-0-0 5.4-o 2-1-8 5-4-6 5.7-14 4x4 = 5.00 12 16 14 4x12 = 3x6 = 2x4 II 4x4 = Scale = 1:49.4 9-4-0 14-8-0 14-{3-8 21-1-6 27-9-12 9-4-0 5.4-0 0- -8 6-4-14 6-8-6 Plate Offsets X ,Y)— [5:0-2-12,0-3-0), [11:Edge,0-0-0), [13:0-2-0,Edge) 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 0.74 Vert(LL) -0.17 16-19 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.45 16-19 >749 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.12 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wlnd(LL) 0.12 12-13 >999 240 Weight: 152 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc pudins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 6-14: 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.3 -t 2-6-0 REACTIONS. (size) 2=0-8-0, 11=0-6-12 Max Horz 2=154(LC 7) Max Uplift 2=-344(LC 8), 11=-284(LC 8) Max Grav 2=1505(LC 1), 11=1388(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2917/601, 3-4=-2503/521, 4-6=-2662/586, 6-7=-2607/633,7-9=-2421/570, 9-11=-2525/546 BOT CHORD 2-16=-588/2654, 6-13=301/114, 12-13=-311/1841, 11-12=-443/2267 WEBS 4-16=-485/150, 13-16=478/2398, 7-13=-293/1307, 7-12=-119/545, 9-12=-325/147, 3-16=459/152 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=28ft; eave=oft; Cat. II; Exp B; 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. • This item has been 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. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) sealed by Finn, Walter, PE 2=344,11=284. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �ry building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITe�• 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 ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Brown Residence T21423632 J40332 A02A Roof Special 5 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:02 2020 Page 1 ID:GVrghl2ruvToKpD?Mr2YnhyZ7Mx-S7mRe SHe6E1h0542liXUFi2ODOyV4fUIROjL—YZ6YR 5-4-0 9-4-0 14-8.0 16-9-8 22-1-14 27-9-12 , 5-4-0 4-0-0 5-4-0 2-1-8 5-4-6 5-7-14 44 = 5.00 12 10 11 3x4 = 4x12 = 3x6 — 2x4 II Scale = 1:48.9 i 9-4-0 14-8-0 14-a-8 21-1-6 27-9-12 9-4-0 5-4-0 0-0-8 6-4-14 6-8.6 Plate Offsets (X,Y)— [10:Edge,0-0-0), [12:0-2-0,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.17 15-18 >999 360 MT20 2441190 TCDL 20.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.46 15-18 >732 240 BCLL . 0.0 Rep Stress Incr YES WB 0.92 Horz(CT). 0.12 10 n/a n/a BCDL 10.0 Cade FBC2017ITP12014 Matrix -MS Wind(LL) 0.12 11-12 >999 240 Weight: 150 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc puffins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 5-13: 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.3 -t 2-6-0 REACTIONS. (size) 1=0-8-0, 10=0-6-12 Max Horz 1=142(LC 7) Max Uplift 1=-278(LC 8), 10=-286(LC 8) Max Grav 1=1391(LC 1), 10=1391(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2947/622, 2-3=-2520/532, 3-5=-2671/592, 5-6=-2617/640, 6-8=-2427/574, 8-1 0=-2531/551 BOT CHORD 1-15=-610/2686, 5-12=302/115, 11-12=-315/1847, 10-11=-447/2273 WEBS 3-15=-477/144,12-15=489/2414,6-12=-298/1314,6-11=-119/545,8-11=-325/147, 2-15=-477/165 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45f; L=28ft; eave=4ft; Cat. II; Exp B; 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. • This item has been 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. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) sealed by Finn, Walter, PE 1=278, 10=286. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 8004 Parke East Blvd. Tampa FL 33610 Date; September 28,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall �a building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPit Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20801 Tampa, FL 36610 �Lw 4 Job Truss Truss Type Qty Ply Brown Residence T21423633 J40332 A03 Hip 1 1 Job Reference o tional Cast Coast truss, rt. Pierce, FL 34946 6.420 5 Hug GO Xu IVII 1 e6 IIIVUb11Ie5, !11u. mull oup zo 11.9u.u0 GU4W rage 1 ID:GVrghl2ruvToKpD?M2YnhyZ7Mx-xKKgsKTvPQMuJYgHcODm 1 SEGjdNAEX—dz58GtQyZ6YQ -1-4-0 48-0 9-0-0 14-8-0 15 0 0 18.7-0 23-0-10 27-9-12 1-4-0 4-B-0 44-0 5-8-0 0-4 3-7-0 4.5.10 49-2 Scale = 1:51.1 5.00 12 5x5 = 4x4 = 2x4 11 6 7 24 8 10 14 4x4 = 410 = 3x6 = 2x4 II 9-0-0 14-8-0 14-Q-8 18-7-0 27-9-12 9-0-0 5-8-0 0- -8 3-10.8 9-2-12 Plate Offsets (X,Y)— (11:Edge,0-0-01, (13:0-3-12,Edge), (16:0-2-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.15 16-23 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.38 16-23 >870 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.11. 11 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.12 13 >999 240 Weight: 158 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 6-14: 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.3 -t 2-6-0 REACTIONS. (size) 11=0-6-12, 2=0-8-0 Max Horz 2=136(LC 7) Max Uplift 11=284(LC 8), 2=-344(LC 8) Max Grav 11=1388(LC 1),2=1505(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2973/612, 3-4=2552/526, 4-6=-2661/588, 6-7=-2603/641, 7-8=-2037/487, 8-9=-2242/496, 9-11 =-2500/559 BOT CHORD 2-16=-603/2713,6-13=-317/144,12-13=-401/2235,11-12=-456/2247 WEBS 4-16=487/160, 13-16=-492/2400, 7-13=-309/1165, 7-12=-406/86, 8-12=-75/514, 9-12=-299/124, 3-16=-456/148 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=121t; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; 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 Gt=lb) 11=284,2=344. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 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 ANSITPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 v Job Truss Truss Type Qty Ply Brown Residence T21423634 J40332 A04 Hip 1 1 Job Reference o tional cast l:oast I russ, m. tierce, FL 34`J4U 6.42U s Aug zb zuzu Nh I eK mOUSLneS, inc. mon bep z6 i i:4U:U3 zuzu rage i ID:GVrghl2ruvToKpD?M2YnhyZ7Mx-xKKgsKTvPQMuJYgHcODm1SEBJdOPEcsdz58G1QyZ6YQ i -1-4-0 6.9.14 13-0-0 . 14-8-0 16.9-8 20.7.0 27.9-12 1 1-4-0 6-9-14 6-2-2 1-8-0 2-1-8 3-9-8 7-2-12 5.00 12 4x4 = 3x4 = 25 6 it 16 14 3x4 = 4x6 = 3x6 = 1x4 II 1x4 II 14-M 4x4 = 7 Scale = 1:51.1 :5 11 Iob 19 N LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.84 BC 0.85 WB 0.60 Matrix -MS DEFL. in (loc) I/deft L/d Vert(LL) -0.15 10-12 >999 360 Vert(CT) -0.39 10-12 >847 240 Horz(CT) 0.13 9 n/a n/a Wind(LL) 0.12 12 >999 240 PLATES GRIP MT20 244/190 Weight: 147 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 12-14: 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 13 WEBS 2x4 SP No.3 *Except* 13-17: 2x4 SP No.2 SLIDER Right 2x6 SP No.3 -t 2-6-0 REACTIONS. (size) 9=0-6-12, 2=0-B-0 Max Horz 2=11g(LC 8) Max Uplift 9=284(LC 8), 2=-344(LC 8) Max Grav 9=1388(LC 1), 2=1505(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2905/577, 3-5=-3055/631, 5-6=-2799/627, 6-7=-2207/517, 7-9=-2454/523 BOT CHORD 2-17=-556/2608, 12-13=-488/2646, 10-12=-509/2664, 9-10=-404/2183 WEBS 3-17=-635/197, 13-15=0/272, 5-13=-116/774, 7-10=-71/616, 6-10=-729/141, 13-17=-558/2671,3-13=01284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp B; 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) 9=284,2=344. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Brown Residence T21423635 J40332 A05 ATTIC 1 1 Jab Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:04 2020 Page 1 ID: SMM7jTFUvuUk6rINSSA2IXycSAI-P WuC3gUY9kUIwiFTAjl?ZgnLaljxzzUnCltgPtyZ6YP 23-2-5 -1-4-0 7-9-14 15-0-0 18-7-0 21-3-0 2-5-3 296-12 32-11-0 14-0 7-9-14 7-2-2 3-7-0 2-84 -1.15 64-7 344 0-9-2 Scale = 1:57.9 5.00 12 4x8 = 44 = 17 15 14 13 12 3x6 — 1x4 II 4x6 = 3x8 = 5x10 M18SHS = 5x8 M18SHS = 5x6 3x4 = Plate Offsets (X,Y)— [5:0-5-4,0-2-0),[11:0-1-1,0-1-111,[12:0-3-0,0-1-121,[13:0-4-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.32 12-13 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.68 12-13 >581 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.07 11 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.20 12-13 >999 240 Weight: 178 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied. 5-6: 2x4 SP No.2, 6-11: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 31 -Except* WEBS 1 Row at midpt 3-15 2-16: 2x4 SP No.1, 12-13: 2x6 SP SS WEBS 2x4 SP No.3 `Except* 7-13: 2x4 SP No.1 SLIDER Right 2x4 SP No.3 -t 2-6-0 REACTIONS. (size) 11=Mechanical, 2=0-8-0 Max Harz 2=168(LC 7) Max Uplift 11=-213(LC 8), 2=-359(LC 8) Max Gram 11=1994(LC 15), 2=1814(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3623/604, 3-5=-2596/449, 5-6=-2300/423, 6-7=-2568/454, 7-8=-2507/301, 8-9=-3397/433, 9-11 =-3353/340 BOT CHORD 2-17=-496/3343, 15-17=-496/3343, 14-15=-23512363, 13-14=-260/2930, 12-13=-277/3052, 11-12=-290/3073 WEBS 3-17=0/332, 3-15=-1090/288, 5-15=-79/613, 6-14=-140/918, 7-14=-1474/119, 13-18=01853, 7-18=0/858, 9-12=-337/163, 8-18=-796/151 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=33ft; eave=4ft; Cat. This item has been 11; Exp B; 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. electronically Signed and 4) All plates are MT20 plates unless otherwise indicated. Sealed by Finn, Walter, PE 5) Plates checked for a plus or minus 0 degree rotation about its center. using a Digital Signature. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' Printed copies of this 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. document are not considered 8) Ceiling dead load (5.0 psf) on member(s). 8-9, 8-18; Wall dead load (5.Opsf) on member(s).13-18, 9-12 signed and sealed and the 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 signature must be verified 10) Refer to girder(s) for truss to truss connections. on any electronic copies. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=213, 2=359. Walter P. Finn PE No.22839 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. MiTek USA, Inc. FL Cert e634 0904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 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 HT 11' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 M Job Truss Truss Type City Ply Brown Residence T21423636 J40332 A06 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:05 2020 Page 1 ID: SMM7jTFUvuUk6rINSSA21XycSAI-tiSaGOVAwl ccYsgfkRGE6tKMQ1fiQJwRPdNxJyZ6YO 22-5-3 ,-1-400 6-9-14 13-0-0 16-9-8 20-7-0 27-3-4 2,3-2-5 29$12 32-11 0 1-4-0 6-9-14 6-2-2 3-9-8 3-9-8 8-0 -9-2 6-4-7 3-4-4 1.1-15 Scale = 1:57.5 4x8 = 1x4 II 5x5 =2x4 II 5 6 7 liE 17 16 '- 14 13 12 3x6 = tx4 II 3x6 = 3x8 = 5x10 M18SHS = 3x4 = 5x8 M18SHS = 5x6 LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress.lncr YES Code FBC2017/TP12014 CSI. TC 0.94 BC 0.99 WB 0.99 Matrix -MS DEFL. in (loc) I/deft Ud Vert(LL) -0.34 12-13 >999 360 Vert(CT) -0.73 12-13 >542 240 Horz(CT) 0.09 11 n/a n/a Wind(LL) 0.21 12-13 >999 240 PLATES MT20 M18SHS Weight: 181 lb GRIP 244/190 244/190 FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 6-11: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 31 -Except- WEBS 1 Row at midpt 13-18 2-15: 2x4 SP No.2, 12-13: 2x6 SP SS WEBS 2x4 SP No.3 *Except* 7-13: 2x4 SP No.2 SLIDER Right 2x4 SP No.3 -t 2-6-0 REACTIONS. (size) 11=Mechanical, 2=0-8-0 Max Horz 2=147(LC 7) Max Uplift 11=-213(LC 8), 2=-359(LC 8) Max Grav 11=1995(LC 15), 2=1814(LC 1) FORCES. (lb) -Max. Comp./Max. Ten, -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3690/616, 3-4=-2828/489, 4-5=-2656/477, 5-6=-2656/477, 6-7=-3549/546, 7-8=-2579/321, 8-9=-3374/431, 9-11 =-3331/338 BOT CHORD 2-17=-514/3403,16-17=-514/3403,14-16=-297/2584,13-14=-236/2709,12-13=-275/3032, 11-12=-288/3052 WEBS 3-17=0/282, 3-16=-916/241, 4-16=-70/526, 6-13=-201/1909, 13-18=-1201/282, 7-18=-1155/287, 9-12=333/163, 8-18=-676/128, 6-14=-217/255, 5-14=-307/97, 4-14=-6/368 m Id NOTES- 1) Unbalanced roof live loads have been considered for this design. This item has been 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water ponding. sealed by Finn, Walter, PE 4) All plates are MT20 plates unless otherwise indicated. using a Digital Signature. 5) Plates checked for a plus or minus 0 degree rotation about its center. Printed Copies Of this 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered will fit between the bottom chord and any other members. Signed and Sealed and the 8) Ceiling dead load (5.0 psf) on member(s). 8-9, 8-18; Wall dead load (5.Opsf) on member(s).13-18, 9-12 signature must be verified 9) Bottom chord live load (30.0 psf) and additional bottom chard dead load (5.0 psf) applied only to room. 12-13 on any electronic Copies. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) Walter P. Finn PE No.22839 11=213, 2=359. MiTek USA, Inc. FL Cart 6834 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 6904Parke East Blvd. TampaFL33610 Date; September 28,2020 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTekO wnnectors. 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 NMMTek' 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 ANS11rP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Brown Residence T21423637 J40332 A07 ATTIC 1 1 Job Reference o floral East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:06 2020 Page 1 ID: SMM7jTFUvuUk6rlNSSA21XycSAI-LvOyUMVohLkTAOPsH8nTf5siCgNlRlm4g3MwUlyZ6YN 23-2-5 -14 11-0-0 16.1-10 21-3-4 22-7-0 23.11-3 29-6-12 _ 32-11-0 1-4-0 5.9-14 5-T2 5-1-10 5-1-10 1.3.12 0-8.1 5-7-9 3.4-0 0-7-5 Scale = 1:57.5 3x4 = 4x8 = 1x4 II 4x8 M18SHS = 627 7 2x4 = 17 16- 14 13 12 3x6 = 1x4 II 3x4 = 4x6 = 3x8 = 5x8 M18SHS = 5x8 M18SHS = 4x8 = 16-1-10 21-3-4 29.6-12 LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.80 BC 1.00 WB 0.98 Matrix -MS DEFL. in (loc) I/deft L/d Vert(LL) -0.29 12-13 >999 360 Vert(CT) -0.60 12-13 >653 240 Horz(CT) 0.11 11 n/a n/a Wind(LL) 0.15 12-13 >999 240 PLATES MT20 M18SHS Weight: 171 lb GRIP 244/190 244/190 FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 7-11: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except* 12-13: 2x6 SP SS, 11-12: 2x4 SP No.1, 13-15: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 8-18: 2x4 SP No.1 SLIDER Right 2x4 SP No.3 -t 2-6-0 REACTIONS. (size) 11=Mechanical, 2=0-8-0 Max Horz 2=125(LC 7) Max Uplift 11=-217(LC 8), 2=-361(LC 8) Max Grav 11=1989(LC 15), 2=1812(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3744/631, 3-4=-3055/533, 4-5=-3158/551, 5-6=-3158/551, 6-7=-2933/391, 7-8=-3055/388, 8-9=-3467/448, 9-11=-3504/377 BOT CHORD 2-17=-536/3444, 16-17=-536/3444, 14-16=-363/2794, 13-14=-298/3094, 12-13=-307/3162, 11-12=-316/3159 WEBS 3-16=-732/192, 4-16=-52/460, 4-14=42/679, 5-14=-528/146, 6-14=-130/462, 13-18=0/618, 18-19=-318/77, 8-19=-485/92, 7-19=-102/855 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12f; B=45ft; L=33ft; eave=4f; Cat. This item has been II; Ex , B; 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. electronically Signed and 4) All plates are MT20 plates unless otherwise indicated. sealed by Finn, Walter, PE 5) Plates checked for a plus or minus 0 degree rotation about its center. using a Digital Signature. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' Printed copies of this CO p 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. document are not Considered 8) Ceiling dead load (5.0 psf) on member(s). 8-9, 18-19, 8-19; Wall dead load (5.Opsf) on member(s).13-18, 9-12 signed and sealed and the 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 signature must be verified 10) Refer to girder(s) for truss to truss connections. on any electronic copies. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=217, 2=361. Walter P. Finn PE No.22639 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. MiTek USA, Inc. FL Carl6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mirek4e connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 t w Job Truss Truss Type Qty Ply Brown Residence T21423638 J40332 A08 Hip 1 1 Job Reference o tional test coast I russ, FL. Nlerce, FL 34U4b m4zu s Aug zo ZUZU mi I eK InaustneS, mC. ivion Sep zo i i:4U:U/ ZVGU rage -i I D: SMM7jTF U vuUk6rIN S SA21XycSAI-p5aKhi WQSfs Kn9_2rrl i B I PvnEkNASrD uj6UOCyZ6YM 1-4-0 5.9-14 11-0.0 16-9.8 22-7-0 27-7-4 , 32-11-0 i 1-40 5.9-14 5-2-2 5-9-8 5-9-8 5.0.4 5-3-12 Scale = 1:57.7 6 d 4x8 = 4 1x4 II 08 = 5 24 6 16 15 13— 11 10 3x6 —_ 1x4 II 3x6 = 3x8 = 3x6 = 3x4 = 1x4 II 4x6 = 3x4 = 5-9-1 1-0.0 27-7-4 32-11-0 4 m la LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES . Code FBC2017ITP12014 CSI. TC 0.68 BC 0.91 WB 0.47 Matrix -MS DEFL, in (too) I/deft Lid Vert(LL) -0.17 13 >999 360 Vert(CT) -0.43 13-15 >914 240 Horz(CT) 0.14 9 n/a n/a Wind(LL) 0.15 13 >999 240 PLATES GRIP MT20 244/190 Weight: 169 lb FT = 0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 25-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-14 oc bracing. WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 -t 2-6-0 REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=125(LC 7) Max Uplift 9=333(LC 8), 2=-399(LC 8) Max Grav 9=1643(LC 1). 2=1759(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3609/726, 3-4=2922/630, 4-5=-2980/686, 5-6=-2980/686, 6-7=-2835/616, 1 7-9=-3208/672 BOT CHORD 2-16=-624/3266, 15-16=-624/3266, 13-15=-453/2629, 11-13=-441/2557, 10-11=-562/2904, 9-10=-562/2904 WEBS 3-15=-736/190, 4-15=-49/465, 4-13=-98/574, 5-13=-521/168, 6-13=-113/654, 6-11=-31/375, 7-11=-435/136 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12f ; B=45ft; L=33ft; eave=oft; Cat. II; Exp B; 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. This Item has been 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 electronically signed and will fit between the bottom chord and any other members. sealed by Finn, Walter, PE 7) Refer to girder(s) for truss to truss connections. using a Digital Signature. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) Printed copies of this 9=333, 2=399. document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date; September 28,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rPlf Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Infa matron available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 L.= Job Truss Truss Type city Ply Brown Residence T21423639 J40332 A09 ATTIC 1 1 Job Reference o tional test Goast I russ, m. tierce, rL 34`J4b 6 d 4x8 = 5.00 112 4 23 0.4ZU s /tug Z0 ZUZU WII I eK Irtauslmes, inc. Ivion aep ZO 11:4U:Vo ZUZU rage i ,uUk6rlNSSA2lXycSAI-HH7jv2X2Dy?BPJZEPZpxkWy?ge4avnNN7Nrl YeyZ6YL 25-5.0 29.6-12 32-11-0 Scale = 1:57.6 4x4 = 3x6 = 6x6 = 4x8M1BSHS = 1x4 II 4x6 = 5 6 247 25 8 9 10 16 15 14 13 12 11 3x6 = 3x4 46 = 5x5 = 3x8 II 4x6 = 3x8 = 9-0-0 i 15-1-10 21-3-4 29-6-12 32-11-0 a.n.n R_1_111 R_1_1n N_5l_R Plate Offsets (X,Y)— [4:0-5-4,0-2-01,[8:0-3-8,0-2-01,[13:0-2-4,0-1-121,[17:0-5-0,0-3-121,[19:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.38 13-14 >999 360 MT20 2441190 TCDL 20.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -1.02 13-14 >386 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.35 13-14 >999 240 Weight: 207 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except* TOP CHORE 6-10: 2x4 SP No.1 BOT CHORE BOT CHORD 2x4 SP No.1 "Except* WEBS 11-13: 2x6 SP SS WEBS 2x4 SP No.3 "Except" 9-12: 2x4 SP No.2 REACTIONS. (size) 11=Mechanical, 2=0-8-0 Max Horz 2=169(LC 8) Max Uplift 11=-216(LC 8), 2=-354(LC 8) Max Grav 11=1958(LC 14). 2=1802(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3718/641, 3-4=3277/543, 4-5=-3874/629, 5-7=-4949/698, 7-8=-1657/231, B-9=-539/3078,9-10=-509/2860,10-11=-107/684 BOT CHORD 2-16=-678/3425, 14-16=-527/2987, 13-14=-401/3286, 12-13=-386/3226, 11-12=-375/3131 WEBS 3-16=-492/166, 4-16=-15/426, 4-14=-120/1097, 5-14=-703/191, 13-19=-48/273, 7-19=0/259,12-17=0/927,9-17=-461/133,18-19=-350/2031,17-18=-1566/155, 8-18=-51/602,7-18=3595/509,14-19=-2541837,5-19=-70/1084,11-17=-4311/515, 10-1 7=-2934/523, 8-17=-4758f783 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 7-8-0 oc bracing. 1 Row at midpt 17-19, 7-18, 11-17, 6-17 NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=33ft; eave=4ft Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 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) Ceiling dead load (5.0 psf) on member(s). 18-19, 17-18; Wall dead load (5.Opsf) on member(s).13-19, 12-17 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=216,2=354. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 28,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 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 i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lntonnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 0 n Ll Job Truss Truss Type Qty Ply Brown Residence T21423640 J40332 A10 Hip 1 1 Job Reference (optional) Last GOast I russ, m. rlerce, rL 34V40 OALU s Aug LO LULU IVII t eK Inuu5ines, inc. Ivion oep Lo -i 1:9u:uo LULU rage 1 ID: SMM7jTFUvuUk6rlNSSA21XycSAI-HH7jv2X2Dy?BPJZEPZpxkwy6Se4?vgON7Nrl YeyZ6YL i-1-4-0 4.9-14 9-0.0 14-3-8 16-9-8 19-3-8 24-7-0 28-7-4 , 32-11-0 1.4.0 4.9.14 4-2-2 5-3-8 2-6-0 2-6-0 5.3-8 4-0-4 4-3-12 Scale = 1:57.7 3x4 = 4x4 = 3x6 = 4x6 = 3x4 = 5.00 F1_2 4 24 5 67 25 26 8 I b „ I11 16 15 14 13 12 3x6 = 3x8 = 5x6 = 3x4 = 4x6 = 3x8 = 46 = 9-0-0 16-9-8 24-7-0 32-11-0 9.0-0 7-9-8 7-9-8 8-4-0 Plate Offsets KY)—I6:0-1-8,0-1-81,111:0-0-0,0-2-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.56 Vert(LL) -0.20 14 >999 360 MT20 2441190 TCDL 20.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.53 12-14 >748 240 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.15 11 file n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.18 14 >999 240 Weight: 161 Ito FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 2-15: 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 4 2-6-0 REACTIONS. (size) 11=Mechanical, 2=0-8-0 Max Horz 2=104(LC 7) Max Uplift 11=-333(LC 8), 2=-399(LC 8) Max Grav 11=1643(LC 1), 2=1759(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3615/755, 3-4=3174/657, 4-5=-2896/636, 5-7=-3557/773, 7-8=-2764/616, 8-9=-3006/634, 9-11=-3193/688 BOT CHORD 2-16=-657/3301, 14-16=-664/3531, 12-14=-657/3486, 11-12=-579/2886 WEBS 3-16=-4951167, 4-16=-1291835, 8-12=-1171749, 5-16=-878/191, 7-12=-974/208 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=33ft; eave=4ft; Cat. Il; Exp B; 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. • This item has been 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. electronically Signed and 7) Refer to girder(s) for truss to truss connections. Sealed by Finn, Walter, PE 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) using a Digital Signature. 11=333,2=399. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. " Design valid for use only with 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 ANSIITP11 Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ply Ply Brown Residence T21423641 J40332 A11G Half Hip Girder 1 2 Job Reference d tjonal test (.;oast i russ, Ft. I-arce, h L 349415 8.4ZU s Aug zo zuzu MI I eK Industries, Inc. Mon Jep 26 11:4U:11 2ULU vage 1 I D: SMM7jTF UvuUk6rlNSSA2lXycSAI-isprX3ZxMNIGnHp4hNeM8aYHr4K6DRppL4h9zyz6Yl -226-4 27-8 325--11-01-04-00 7-0-0 12-3-4 74-12 5-I 31 3-2-2 1-8 -43.9-4 5-1-8 Scale = 1:57.8 4x8 = 3x4 = 3x4 = 3x6 = 1x4 II 6.00 12 4 22 2324 5 25 28 627 7 28 8 29 4x4 = 3x8 = 30 31 9 32 33 10 18 17 34 35 16 36 37 15 38 39 40 14 41 13 42 43 12 44 45 11 3x6 _ 1x4 II 3x4 = 5x8M18SHS = 3x4 = 3x8 =4x6 = 5x5 = 3x4 II 3-9-14 7-0-0 12-3-4 17.4-12 22-6-4 27-7-12 32-11-0 C_� 4 0. 9_1_A Plate Offsets (X,Y)— 14:0-5-4,0-2-01,f16:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.29 15-16 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.74 15-16 >535 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(CT) 0.16 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.26 15-16 >999 240 Weight: 346 lb FT = 09/ LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, 4-7: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 9-9-6 oc bracing. 13-16: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 4-16,5-15,6-14,9-14,10-12: 2x4 SP No.2 REACTIONS. (size) 11=Mechanical, 2=0-8-0 Max Horz 2=138(LC 25) Max Uplift 11=692(LC 8), 2=-689(LC 8) Max Grav 11=3502(LC 1), 2=3335(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-7583/1447,3-4=-7422/1446,4-5=-9382/1853,5-6=-10046/1984,6-8=-8660/1710, 8-9=-8660/1710,9-10=-5392/1064,10-11=-3381/713 BOT CHORD 2-18=-1399/6937, 17-18=1399/6937, 16-17=-1360/6866, 15-16=-1887/9491, 14-15=-1984110046,12-14=-1064/5392 WEBS 3-17=-392/283, 4-17=44l775, 4-16=-573/2977, 5-16=-1221/374, 5-15=-127/689, 6-14=-1600/317, 8-14=-795/286, 9-14=-746/3775, 9-12=-2756/690, 10-12=-1211/6135 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 Do. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 Do. Webs connected as follows: 2x4 - 1 row at 0-9-0 Do. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=33ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 11=692,2=689. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 ontinued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p� building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing IV1iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPN Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Q Plyty Brown Residence T21423641 J40332 A11G Half Hip Girder 1 n L Job Reference o tional East Coast l fuss, Ft. Pierce, FL 34846 6AXU S AUg Zb ZUZU mi I eK Inousines, Inc. Mon Sep zti l l:9Ua l ZUZU rage 4 ID:SMM7jTFUvuUk6rlNSSA2lXycSAI-isprX3ZxW W IGnHp4hNeM8aYHr4K6DRppL4h9zyZ6Yl NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down and 126 lb up at 7-0-0, 185 Ib down and 121 lb up at 9-0-12, 185 lb down and 121 lb up at 11-0-12, 185 Ib down and 121 Ib up at 13-0-12, 185 lb down and 121 Ib up at 15-0-12, 185 lb down and 121 Ib up at 17-0-12, 185 Ib down and 121 Ib up at 19-0-12, 185 lb down and 12l Ib up at 21-0-12, 185 Ib down and 121 Ib up at 23-0-12, 185 Ib down and 121 Ib up at 25-0-12, 185 Ib down and 121 lb up at 27-0-12, and 185 lb down and 121 lb up at 29-0-12, and 185 lb down and 121 lb up at 31-0-12 on top chord, and 463 lb down and 81 lb up at 7-0-0, 98 lb down at 9-0-12, 98 lb down at 11-0-12, 98 lb down at 13-0-12, 98 lb down at 15-0-12, 98 lb down at 17-0-12, 98 lb down at 19-0-12, 98 lb down at 21-0-12, 98 lb down at 23-0-12, 98 lb down at 25-0-12, 98 lb down at 27-0-12, and 98 lb down at 29-0-12, and 98 lb down at 31-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-80, 4-10=-80, 11-19=-20 Concentrated Loads (lb) Vert:4=-157(B) 7=-157(B) 17=-463(B) 22=-157(B) 24=-157(B) 25=-157(B)26=-157(B) 27=-157(B)28=-157(B)29=-157(B) 30=-157(B) 31=-157(B) 32=-157(B) 33=-157(B) 34=-78(B) 35=-78(B) 36=-78(B) 37=-78(B) 38=-78(B) 39=-78(B)40=-78(B) 41=-78(B)42=-78(B) 43=-78(B) 44=-78(B) 45=-78(B) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 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 �e building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLTPIt Quality Criteria, DSB-99 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 M Job Truss Truss Type Qty Ply Brown Residence T21423642 J40332 Al2G Hip Girder 1 Job Reference (optional) Last Coast 1 rusS, Ft. Pierce, I-L 34946 6.42U S Aug zb zuzu MI I eK Industries, Inc. Mon Sep 26 11:4U:13 zuzu rage 1 I D: S MM7jTF U vuUk6rIN SSA21XycSAI-eFxby IbB2VdTV4RCC6P6RZftQfnda816HfZoDryZ6YG 1 -4 -0 , 3-9.14 7-0.0 1 11-11-10 16.9-8 , 21-7-6 26-7-0 , 29-7-4 32-11-0 , 1.4.0 3-9-14 4-11-10 4.9-14 4-9.14 + 4-11-103.3-12 Scale = 1:57.5 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4x8 = 1x4 II 3x8 = 3x6 = 1x4 II 4x8 = 5.00 12 NAILED NAILED NAILED 4 28 2930 5 31 32 6 7 338 3435 36 9 3X4 5 TT TT TT TT 3x4 3x6 = 20 19 37 38 18 39 40 17 41 16 15 42 43 14 44 45 13 46 1x4 II 3x4 = NAILED 5x8 M18SHS = NAILED 1x4 II 3x8 = NAILED 3x4 = 1x4 II 4x8 = Special NAILED NAILED NAILED 3x8 M18SHS = SUH24 SUH24 SUH24 NAILED NAILED NAILED LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017rrP12014 CSI. TC 0.93 BC 0.92 WB 0.62 Matrix -MS DEFL. in (loc) I/deft L/d Vert(LL) -0.29 17 >999 360 Vert(CT) -0.74 17-18 >537 240 Horz(CT) 0.16 12 n/a We Wind(LL) 0.26 17 >999 240 PLATES MT20 M18SHS Weight: 342 lb GRIP 2441190 244/190 FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-8-3 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 -t 2-6-0 REACTIONS. (size) 12=Mechanical, 2=0-8-0 Max Horz 2=83(LC 24) Max Uplift 12=-796(LC 8), 2=-712(LC 8) Max Grav 12=3700(LC 1), 2=3380(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7693/1505, 3-4=-7538/1504, 4-5=9582/1956, 5-6=-9573/1953, 6-8=-9331/1948, 8-9=-9331/1948, 9-10=-7100/1507, 10-12=-7151/1555 BOT CHORD 2-20=-1357f7O39, 19-20=1357/7039, 18-19=-1317/6972, 17-18=-2021/10299, 15-17=-2021/10299,14-15=1327/6576,13-14=-1367/6446,12-13=-1367/6446 WEBS 3-19=-390/283, 4-19=-46/789, 4-18=-632/3087, 5-18=-826/300, 6-18=-899/193, 6-17=0/435,6-15=-1181/198,8-15=-812/295,9-15=-612/3260,9-14=-89/534 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to This item has been ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. electronically Signed and 3) Unbalanced roof live loads have been considered for this design. Sealed by Finn, Walter, PE 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45111; L=33ft; eave=oft; Cat. using a Digital Signature. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 Printed copies Of this p 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. document are not Considered ' 7) Plates checked for a plus or minus 0 degree rotation about its center. Signed and Sealed and the 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' Signature must be Verified 9) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide On any electronic copies. will fit between the bottom chord and any other members. w 10) Refer to girder(s) for truss to truss connections. Walter P. Finn PE No.22839 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) MiTek USA, Inc. FL Cert 6634 12=796, 2=712. 6904 Parke East Blvd. Tampa FL 33610 12) Use USP SUH24 (With 4-1Od nails into Girder & 2-1Od x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at Data: 27-0-12 from the left end to 31-0-12 to connect truss(es) to front face of bottom chord. September 28,2020 I0)tFnWEWI=0h9W2 where hanger is in contact with lumber WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 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 parametersand property incorporate this design into the overall �n 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 ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Brown Residence T21423642 J40332 Al2G Hip Girder 1 Job[ o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 11:40:13 2020 Page 2 ID: SMM7jTFUvuUk6rlNSSA2lXycSAI-eFxbylbB2VdTV4RCC6P6RZftQfnda816HfZoDryZ6YG NOTES- 14) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 463 lb down and 81 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-80, 4-9=-80, 9-12=-80, 21-25=20 Concentrated Loads (lb) Vert: 4=-157(F) 7=-157(F) 19=-363(F) 17=-78(F) 6=-157(F) 16=-78(F) 28=-157(F) 30=-157(F) 31=-157(F) 32=-157(F) 33=-157(F) 35=-157(F) 36=-157(F) 37=-78(F) 38=-78(F) 39=-78(F)40=-78(F) 41=-78(F) 42=-78(F) 43=-78(F) 44=-31 1 (F) 45=-31 1 (F) 46=-31 1 (F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk'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 ANSI1fPN Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Brown Residence T21423643 J40332 B01G HIP GIRDER 1 q J Job Reference o tional east uciast truss, N. rlerCe, rL o4y4o 11.4L1.0 s 1AUg L0 LULU IVII I eK Inoustnes, Inc. ivlun cap zo I i:4u: i4 LULU raga I ID: SMM7jTFUvuUk6rlNSSA21XycSAI-6RV_95cppoIK7E001pwLznC3Z38fJYWFVJILm IyZ6YF -1-4-0 2-9-8 4-11-8 7-1-8 9-11-14 12-0-2 14-10-8 17-0.8 19-2-8 22-0-0 23-4-0 1-4-0 2-9.8 2-2-0 2-2-0 2-10-6 2-0-4 2-10-6 2-2.0 2-2-0 2-9-8 Scale = 1:41.3 it 48 = 46 = 6 28 29 7 4xn — ... -.. ... ,.. .. ,.. ,-. ,.. 8x8 113x6 II 46 = 7x6 = HUS26 46 = 8x8 = HUS26 8x8 = 4x6 = 7x6 = 3x8 11 HUS26 THD28.2 HUS26 HUS26 HUS26 7x10 M18SHS 11 HUS26 I6 2-9-8 4.11-8 9-11-14 12-0-2 14-10-8 17-0-8 19-2-8 22-0-0 2-9-8 2-2-0 2-2-0 2-10.6 2-0-4 2-10-6 2-2-0 2-2-0 2-9-8 BUILDING DESIGNER MUST REVIEW LOADS TO VERIFY THAT THEY ARE CORRECT FOR THE INTENDED USE OF THIS TRUSS. Plate Offsets (X,Y)—[2:0-5-6,0-1-101,[6:0-5-4,0-2-01,[11:0-5-2,0-1-111 [11:0-1-10 1-6-14] [14:0-3-0,0-4-12] [17:0-4-0 0-6-0] [19:0-3-0,0-5-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TIC 0.84 Vert(LL) -0.16 15-17 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.41 15-17 >639 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.10 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.14 18 >999 240 Weight: 492 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc puriins. 6-7: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x8 SP SS WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=109(LC 23) Max Uplift 2=-1245(LC 8). 11=-1563(LC 8) Max Grav 2=7527(LC 1). 11=11359(LC 2) FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-18190/2859, 3-4=19198/3029, 4-5=-18711/2951, 5-6=15461/2321, 6-7=-14866/2197,7-8=15909/2332,8-9=-19829/2779,9-10=-22901/3132, 10-11=-24316/3257 BOT CHORD 2-21=-2548/16624, 20-21=-2548/16624, 19-20=-2706/17722, 18-19=-2599/17249, 17-18=-2003/14406, 15-17=-2440/18284, 14-15=-2802/21152, 13-14=-2922/22312, 11-13=-2922/22312 WEBS 5-19=-759/4124, 5-18=4402/860, 6-18=-813/4934, 6-17=-57/1154, 7-17=-832/5921, 8-17=-5005/627,8-15=530/4763,3-21=-583/122,10-13=-159/1422,3-20=-272/1269, 4-20=-64/379,4-19=636/145,10-14=-1301/135,9-14=-395/3511,9-15=-3853/488 NOTES- 1) 3-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-5-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 Co. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=1211; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. TORWtMdilla iii tDr a plus or minus 0 degree rotation about its center This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Can 6834 6904 Parke East Blvd. Tampa FL 33610 Date: Sentember 282020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �n 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 ANSI1FPI1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty PIy Brown Residence T21423643 J40332 B01G HIP GIRDER 1 q J Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:14 2020 Page 2 I D: S MM7jTF UvuUk6rl NSSA21XycSAI-6RV_95cppol K7EOOlpwLznC3Z38fJY WFVJI Lm IyZ6YF NOTES- 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1245, 11=1563. 11) Use USP THD28-2 (With 28-16d nails into Girder & 16-1Od nails into Truss) or equivalent at 7-1-11 from the left end to connect truss(es) to front face of bottom chord. 12) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 21-0-12 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-80, 6-7=-80, 7-12=-80, 22-25=-20 Concentrated Loads (lb) Vert: 19=-3482(F)15=-1794(F)13=-1794(F)14=-1794(F)30=-1791(F)31=-1790(F)32=-1794(F)33=-1795(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVIiTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH quality Criteria, OSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Brown Residence T21423644 J40332 B02 Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:15 2020 Page 1 ID:SMM7jTFUvuUk6rINSSA21XycSAI-ad2MNRcRa6tBI0baJXRaW kKiSU828TPkz2vlkyZ6YE -1-4-0 4-9-14 9-0-0 13-0-0 17-2-2 22-0-0 1-4-0 4-9-14 4-2-2 4-0-0 4-2-2 %4 -14 1-4 0 Scale = 1:40.5 dIt 4x4 = 4x8 = 18 19 44 = 3x8 = 3x6 = 3x4 = 44 = I�. r 9.0-0 13-0-0 22-0-0 9-0-0 4-0-0 9-0-0 Plate Offsets (X,Y)— 15:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.16 9-17 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.37 9-17 >706 240 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.06 11 >999 240 Weight: 104 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=100(LC 7) Max Uplift 2=287(LC 8), 7=-287(LC 8) Max Grav 2=1211(LC 1), 7=1211(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2225/473, 3-4=1757/370, 4-5=-1564/367, 5-6=-1756/371, 6-7=-2225/473 BOT CHORD 2-11=-355/2026, 9-11=199/1564, 7-9=-355/2026 WEBS 3-11=-520/172, 4-11=-33/384, 5-9=-33/383, 6-9=-520/172 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second'gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12111; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; 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 atjoint(s) except (jt=lb) This item has been 2=287, 7=287. electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6804 Parke East Blvd. Tampa FL 33610 Date; September 28,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5119/2020 BEFORE USE. Design valid for use any 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 HT 11' 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 passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Brown Residence T21423645 J40332 B03G Hip Girder 1 1 Job Reference o lional East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:16 2020 Page 1 I D: S MM7jTF UvuUk6rl NSSA2lXycSAI-2gckand3LQ?2MYAntEyp2CH NgspCnagYzd nSgAyZ6YD -1-4-0 3-9-14 7-0-0 11-0.0 15-0-0 18-2-2 22-0-0 , 23-4-0 , 1-4-0 3-9-14 3.2-2 4-0-0 4-0-0 Scale = 1:40.5 4x8 = 18 1x4 II 194 20 21 4x8 = 3x6 = 1x4 II 3x8 M18SHS = 1x4 II 3x6 = 3x8 = 3-9-14 LOADING (psi) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.99 BC 0.93 WB 0.31 Matrix -MS DEFL. in Vert(LL) -0.14 Vert(CT) -0.37 Horz(CT) 0.12 Wind(LL) 0.13 (loc) I/dell Lid 10 >999 360 10 >723 240 6 n/a n/a 10 >999 240 PLATES MT20 M18SHS Weight: 97 lb GRIP 244/190 244/190 FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except* TOP CHORD Structural wood sheathing directly applied. 3-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-0 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=81(LC 6) Max Uplift 2=464(LC 8), 6=-464(LC 8) Max Grav 2=2185(LC 1). 6=2185(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4570/862, 3-4=4719/945, 4-5=4719/945, 5-6=4570/862 BOT CHORD 2-11=-692/4126, 10-11=-693/4159, 8-10=-693/4159, 6-8=-692/4126 WEBS 3-11=-231750, 3-10=165/809, 4-10=-6731236, 5-10=-165/809, 5-8=-231750 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp B; 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 nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been 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 atjoint(s) except (jt=lb) electronically signed and 2=464, 6=464. sealed by Finn, Walter, PE 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down and 125 lb up at Si Signature. using a Digital tat Si 7-0-0. 185 lb down and 121 lb up at 9-0-12, 185 lb down and 121 lb up at 11-0-0, and 185 lb down and 121 lb up at 12-11-4, and Printed co this Pitd p 185 lb down and 125 lb up at 15-0-0 on top chord, and 463 lb down and 81 lb up at 7-0-0, 98 lb down at 9-0-12, 98 lb down at 11-0-0, and 98 lb down at 12-11-4, and 463 lb down and 81 lb up at 14-11-4 on bottom chord. The design/selection of such document are not considered connection device(s) is the responsibility of others. Signed and Sealed and the 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Signature must be Verified LOAD CASE(S) Standard on any electronic copies. - 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Walter P. Finn PE No.22839 Uniform Loads (plf) MiTek USA, Inc. FL Cert 6634 Vert: 1-3=-80, 3-5=-80, 5-7=-80, 12-15=-20 6904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 ;ontinued on page 2 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not o 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 ANSIMPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Brown Residence T21423645 J40332 B03G Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 0.4ZU S Aug Zo ZUZU mi I eK Inaustrles, Inc. ivion oep Zo "I r4U:10 ZUZU rage Z I D: SM M7jTFUvuUk6rl N S SA2lXycSAI-2gckand3LQ?2MYAntEyp2CH NgspC nagYzdnSgAyZ6YD LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-157(B) 5=-157(B) 11=-463(B) 10=-78(B) 4=157(B) 8=-463(B) 18=-157(B) 21=-157(B) 22=-78(B) 23=-78(B) -.-- AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Nil building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB•89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Brown Residence T21423646 J40332 C01G Hip Girder 1 n G Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:17 2020 Page 1 - ID: SMM7jTF UvuUk6rl NS SA21XycSAI-MA6o7eh6j7vilzRyT2b Pqd RGD RWuPhBGXO-MdyZ6YC .4.0 4-1-11 58-8 1-8 18-8 12-ICO 4420-14-0 4-1-11 70 1-01 4-1-11 Scale = 1:25.6 5x8 = 1x4 II 1x4 II 5x8 = N 6 N Ia 4x8 = 3x8 II 8x8 = Bx8 = 3x8 II - ----- 48 = THD28-2 HUS26 4-1-11 5-8-8 7-1-8 8-8-5 12-10-0 33 ' 4-1-11 1-6- 1-5-D 1-6-13 4-1-11 Plate Offsets (X,Y)— [2:0-3-6,0-0-101,[3:0-5-12,0-2-81,[6:0-5-12,0-2-81,[7:0-3-6 0-0-101 f9:0-6-4 0-1-8],[10:0-3-8 0-5-41[11:0-3-8 0-5-4],[12:0-6-4,0-1-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.09 10 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.23 9-10 >681 240 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Cade FBC2017ITP12014 Matrix -MS Wtnd(LL) 0.08 10 >999 240 Weight: 152 ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x8 SP SS BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=53(LC 7) Max Uplift 2=696(1_C 8), 7=-1170(LC 8) Max Grav 2=3090(LC 1), 7=5342(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7325/1544, 3-4=-9752/2085, 4-5=-9752/2085, 5-6=-9752/2085, 6-7=-1059412236 BOT CHORD 2-12=-1344/6722, 11-12=1332/6679, 10-11=-1990/9752, 9-10=-2062/10132, 7-9=-1987/9764 WEBS 3-12=-522/277, 6-9=839/4096, 3-11=-974/4479, 4-11=-373/95, 6-10=-592/259, 5-10=-145/291 Structural wood sheathing directly applied or 3-2-4 oc puriins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"xY) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=696, 7=1 170. 10) Use USP THD28-2 (With 28-16d nails into Girder & 16-1Od nails into Truss) or equivalent at 7-1-11 from the left end to connect truss(es) to back face of bottom chord. 11) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 11-0-12 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard ;ontinued on page 2 This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date; September 28,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall�n building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPll quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Brown Residence T21423646 J40332 C01G Hip Girder 1 n G Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-80, 3-6=-80, 6-8=-80, 2-7=-20 Concentrated Loads (lb) Vert: 10=-3680(B) 17=-1623(B) 18=-1623(B) 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:17 2020 Page 2 ID: SMM7jTFUvu U k6rl NSSA21XycSAI-W DA6o7eh6j7v_ilzRyT2b PgdRGDRWuPhBGXOMdyZ6YC ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rP1f Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Brown Residence T21423647 J40332 CO2G Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 -1-4-0 1 3-0-0 4x8 = 5.00 12 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:18 2020 Page 1 ID: SMM7jTFUvuUk6rlNSSA21XycSAI-_CkU7StKsl FmcsK9—f.2H8dMvegcBFUVrQwGZv3yZ6YB 6-5-0 9-10-0 12-10.0 14-2-0 , 17 18 4x8 = 1x4 II 3x8 = 1x4 II 3x4 = 3x4 = Scale = 1:25.6 3-0-0 i 6-5-0 9-10-0 12-10-0 3-0.6 3-5-0 3-5-0 3.0.0 Plate Offsets (X,Y)— 13:0-5-4,0-2-01,(5:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.04 9 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.10 9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.03 9 >999 240 Weight: 57 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Harz 2=42(LC 24) Max Uplift 2=192(LC 8), 6=-192(LC 8) Max Grav 2=813(LC 1), 6=813(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1384/218, 3-4=1776/309, 4-5=-17761309, 5-6=-1384/218 BOT CHORD 2-1 0=-1 61/1264, 9-1 0=1 59/1276, 8-9=-159/1253, 6-8=-161/1242 WEBS 3-9=-122/586, 4-9=-312/105, 5-9=-122/586 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; 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 atjoint(s) except Qt=lb) 2=192, 6=192. This item has been 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 45 lb up at electronically signed and 3-0-0, 86 lb down and 41 lb up at 5-0-12, 86 lb down and 41 lb up at 6-5-0, and 86 lb dawn and 41 lb up at 7-9-4, and 86 lb down sealed by Finn, Walter, PE and 45 lb up at 9-10-0 on top chord, and 68 lb down at 3-0-0, 29 lb down at 5-0-12, 29 lb down at 6-5-0, and 29 lb down at 7-9-4, using a Digital Signature. and 68 lb down at 9-9-4 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). Printed Copies of this document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signature must be verified Uniform Loads (pIf) Vert: 1-3=-80, 3-5=-80, 5-7=-80, 11-14=-20 on any electronic copies. Concentrated Loads (lb) Walter P. Finn PE No.22839 Vert: 3=-6(F) 5=-6(F) 10=-23(F) 9=-14(F) 4=-6(F) 8=-23(F) 17=-6(F) 18=-6(F) 19=-14(F) 20=-14(F) MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; September 28,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use onlywith Mrek0 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�e buildbuilding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek ing required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Brown Residence T21423648 J40332 D01G Hip Girder 1 1 Job Reference o tional n.. , oYaYo o.4LU 5 Aug zo LULU rv11 I eK InULIWPU5, InC. rvion aep zo i rffu: Ta ZULU rage "I ID:SMM7jTFUvuUkGrINSSA21XycSAI-TPItCofydLNdD?uLYNWWggv_I4t5_ri faO6RVyZ6YA 3-0.0 7-2-9 11-3-7 15-6-0 18-6-0 ' 3-0-0 ' 4-2-9 4-0-13 4-2-9 3.0-0 Scale = 1:30.7 5.00 112 4x8 = I 1x4 II 3x4 = 48 = 2 18 19 3 20 21 4 22 23 5 3x4 — 1x4 II 3x10 = 5x6 WB = 4x4 = 1x4 II 3x4 — 3-0-0 7-2-9 11-3-7 15-6-0 18-6-0 ' 3-0.0 4-2-9 4.0.13 4.2-9 3 Plate Offsets (X,Y)— (2:0-5-4,0-2-01,[5:0-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.16 8-10 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.41 B-10 >547 240 BCLL 0.0 Rep Stress Incr NO WB. 0.61 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.23 8-10 >951 240 Weight: 81 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-2-14 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 6=0-8-0 Max Hors 1=-29(LC 23) Max Uplift 1=-426(LC 8), 6=-426(LC 8) Max Grav 1=1016(LC 1), 6=1016(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2257/934, 2-3=3558/1481, 3-4=-3558/1481, 4-5=-3567/1486, 5-6=-2255/933 BOT CHORD 1-11=-831/2059, 10-11=-841/2074, 8-10=-1440/3567,7-8=-840/2072,6-7=-831/2058 WEBS 2-10=-622/1588, 3-10=-353/116, 4-8=-360/113, 5-8=-628/1599 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch 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. This Item has been 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) electronically signed and 1=426, 6=426. sealed by Finn, Walter, PE 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 45 lb up at using a Digital Signature. 3-0-0, 86 lb down and 41 lb up at 5-0-12, 86 lb down and 41 lb up at 7-0-12, 86 lb down and 41 lb up at 9-0-12, 86 lb down and 41 lb up at 9-5-4, 86 lb down and 41 lb up at 11-5-4, and 86 lb down and 41 lb up at 13-5-4, and 86 lb down and 45 lb up at 15-6-0 on Printed copies of this top chord, and 131 lb down at 3-0-0, 55 lb down at 5-0-12, 55 lb down at 7-0-12, 55 lb down at 9-0-12, 55 lb down at 9-5-4, 55 lb document are not considered down at 11-5-4, and 55 lb down at 13-5-4, and 131 lb down at 15-5-4 on bottom chord. The design/selection of such connection signed and sealed and the device(s) is the responsibility of others. Signature must be Verified 9 In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). On any electronic copies. LOAD CASE(S) Standard Walter P. Finn PE No.22839 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MiTek USA, Inc. FL Can 6834 Uniform Loads (plf) 8904 Parke East Blvd. Tampa FL 33610 Vert: 1-2=-80, 2-5=-80, 5-6=-80, 12-15=-20 Date: Sentennher 282n2n :ontinued on page 2 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119t202O 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 �n building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 206C1 Tampa, FL 36610 Job Truss Truss Type Qty Ply Brown Residence T21423648 J40332 D01G Hip Girder 1 1 Job Reference o tional Last Ooast Iuss, Ft. Fierce, I-L'34945 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:19 2020 Page 2 ID:SMM7jTFUvuUk6dNSSA2lXycSAI-TPItCofydLNdD?uLYNWWggv_I4t5_ri fa06RVyZ6YA LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 2=-6(F) 5=-6(F) 11=-23(F) 10=-14(F) 3=-6(F) 4=-6(F) 8=-14(F) 7=-23(F) 18=-6(F) 20=-6(F) 21=-6(F) 23=-6(F) 24=-14(F) 25=-14(F) 26=-14(F) 27=-14(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. 511912020 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 �L l� 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 ANSI1TPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Brown Residence T21423ti49 J40332 E01 Common 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:20 2020 Page 1 ID: SMM7jTFUvuUk6rINSMIXycSAI-xbsFQ8gaOeVUr9TY6411D2SEBTJMjQ18uElgzxyZ6Y9 -1.4-0 5-0-0 10-0-0 11-4-0 1-4-0 5-0-0 5-0-0 14-0 Scale = 1:23.5 i 4x4 = 2x4 = 1x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.02 6-9 >999 360 TCDL 20.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.05 6-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.03 6-9 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Horz 2=61(LC 6) Max Uplift 2=295(LC 8), 4=-295(LC 8) Max Grav 2=611(LC 1).4=611(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-756/333, 3-4=-756/333 BOT CHORD 2-6=-227/640, 4-6=-227/640 2x4 = PLATES GRIP MT20 244/190 Weight: 38 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch 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 chard and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=295,4=295. Ii This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MRek0 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 t building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPll Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Brown Residence T21423650 J40332 E02G Hip Girder 1 1 Job Reference o floral East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 11:40:212020 Page 1 ID: SMM7jTFUvuUk6rINSSA21XycSAI-PnQddUhC9ydLTJ2kgoY_IF_OVtg8StjH6uVDW0yZ6Y8 -1-4-0 3-0-0 7-0-0 10-0-0 11-4-0 1-4-0 3-0-0 4-0-0 3.0-0 1-4-0 Scale: 112"=1' 4x8 = 4x4 = 5.00 1-2 3 15 4 2x4 = 3-0-0 1x4 II 4x4 = 7-0-0 10-0-0 2x4 = Plate Offsets (X,Y)— (3:0-5-0,0-2-0) LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.02 7-8 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.04 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.03 7-8 >999 240 Weight: 43 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=42(LC 23) Max Uplift 2=294(LC 8), 5=294(LC 8) Max Grav 2=651(LC 1). 5=651(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-991/393, 3-4=-895/383, 4-5=-9911392 BOT CHORD 2-8=-322/884, 7-8=-330/895, 5-7=-322/885 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; parch 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) 2=294, 5=294. This item has been 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 45 lb up at electronically signed and 3-0-0, and 86 lb down and 41 lb up at 5-0-0, and 86 lb down and 45 lb up at 7-0-0 on top chord, and 131 Ill, down at 3-0-0, and 55 sealed by Finn, Walter, PE lb down at 5-0-0, and 131 lb down at 6-11-4 on bottom chord. The design/selection of such connection device(s) is the using a Digital Signature. 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). Printed Copies Of this document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signature must be verified Uniform Loads (plf) Vert: 1-3=-80, 3-4=-80, 4-6=-80, 9-12=-20 On any electronic copies. a Concentrated Loads (lb) Walter P. Finn PE No.22839 Vert: 3=-6(B) 4=-6(B) 8=-23(B) 7=23(13) 15=-6(B) 16=-14(B) MiTek USA, Inc. FL Cent 6834 6904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPll Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 A Job Truss Truss Type City Ply Brown Residence T21423651 J40332 MV2 Valley 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 C5 d 2x3 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:22 2020 Page 1 ID: SMM7jTFUvuUk6rlNSSA21XycSAI-t_?rgigwGIC4TdwDV3DITXdgH4jBLzQLYEn2gyZ6Y7 2-0-0 2.0-0 5.00 12 Scale =1:6.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-11-6, 2=1-11-6, 3=1-11-6 Max Horz 1=19(LC 8) Max Uplift 1=9(LC 8), 2=-20(LC 8) Max Grav 1=62(LC 1), 2=50(LC 1), 3=25(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12f ; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; 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 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 ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 2. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall i.� 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 passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Brown Residence T21423652 J40332 MV4 Valley 1 1 Job[ o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:22 2020 Page 1 ID: S MM7jTF Uvu U k6rl NSSA21XycSAI-t_?rgigwGI C4TdwDV3D ITXYy H2CB LzQ LYEn2gyZ6Y7 4-0-0 4-0-0 2x3 2x3 II 2 Scale = 1:11.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) file file 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.19 Vert(CT) We file 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-11-6, 3=3-11-6 Max Horz 1=47(LC 8) Max Uplift 1=22(LC 8), 3=-41(LC 8) Max Grav 1=155(LC 1). 3=155(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; 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 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) 1, 3. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Celt 6834 0904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANSIITPl1 Quality criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Brown Residence T21423653 J40332 MV4A Valley 1 1 Job Reference (optional) east coast i russ, ri. rierce, rL avago 3-7-8 4 a d ""y"U s Aug to tutu wn i ex InUUSIDeS, utc. rvrun aep co 1 C4V:LJ LVLV rage 1 I D: S MM7jTFUvuUk6rlNSSA21XycSAI-LAXN2AjShZt2idC7nCaSrg4jihORwoDaaC_KaGyZ6Y6 2 Scale = 1:10.3 3 2x3 i 2x3 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) file file 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.19 Vert(CT) file file 999 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 file n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 13 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=3-11-6, 3=3-11-6 Max Horz 1=47(LC 8) Max Uplift 1=22(1_C 8), 3=41(LC 8) Max Grav 1=155(LC 1), 3=155(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp B; 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall my 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 ANSI1TPI1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Brown Residence T21423654 J40332 MV6 Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:23 2020 Page 1 ID: S MM7jTFUvuUk6d NSSA21XycSAI-LAXN2Aj ShZt2idC7nCaSrg4f W hlmwoDaaC_KaGyZ6Y6 6-0-0 6-0-0 v d d 2x3 2x3 11 2 2x3 11 Scale = 1:15.6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.55 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 FBC2017/TPI2014 Matrix-P Weight: 20 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=5-11-6, 3=5-11-6 Max Harz 1=78(LC 8) Max Uplift 1=-36(LC 8), 3=-68(LC 8) Max Grav 1=255(LC 1), 3=255(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4f; Cat. II; Exp B; 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 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) 1, 3. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall (�1 AA� � buildbuilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI ITek* ing required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 r Job Truss Truss Type Gty Ply Brown Residence T21423655 J40332 MV8 Valley 1 1 Job Reference o tional rase uoasi I russ, rr. rierce, rL afrago ID:SMM7j- FUvu6k6rINSSA21XycSA1-pM5mGVyj4StOvKnnJLw6hNuctH5tCfESjpsjt6jyZ6Y5 8-0-0 2x3 II 3 5 4 2x3 i 1x4 II 2x3 II Scale = 1:20.1 LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.44 BC 0.22 WB 0.07 Matrix-P DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Lid n/a n/a 999 n/a n/a 999 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 29 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-11-6, 4=7-11-6, 5=7-11-6 Max Horz 1=108(LC 8) Max Uplift 4=-40(LC 8). 5=-119(LC 8) Max Gram 1=113(LC 1). 4=151(LC 1), 5=446(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-357/146 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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 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 atjoint(s) 4 except Qt=lb) 5=119. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 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 ANS11rPl1 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute; 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Brown Residence T21423656 J40332 MV10 Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:21 2020 Page 1 ID:SMM7jTFUvuUk6rINSSA21XycSAI-PnOddUhC9ydLTJ2kgoY_IF KCtfeStRH6uVDWOyZ6Y8 i 9-7-8 -0- Vq 9-7-8 -4.8 2x3 11 2x3 �5 1x4 II 42x3 II LOADING (psf) SPACING- 2-0-0 CS'. TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 TCDL 20.0 Lumber DOL 1.25 BC 0.34 BCLL 0.0 Rep Stress Incr YES WB 0.08 BCDL 10.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=9-11-6, 4=9-11-6, 5=9-11-6 Max Horz 1=138(LC 8) Max Uplift 4=53(1_C 8), 5=-146(LC 8) Max Grav 1=162(LC 1), 4=199(LC 1), 5=550(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 25=-434/176 DEFL. in (loc) I/deft L/d Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) 0.00 4 n/a n/a PLATES GRIP MT20 244/190 Scale: 117=1' Weight: 37 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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 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 100lb uplift atjoint(s) 4 except Qt=lb) 5=146. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date; September 28,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 511912020-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 q� building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. Far general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 9 Job Truss Truss Type Qty Ply Brown Residence T21423657 J40332 V4 Valley 1 1 Job Reference (optional) test Goast I russ, m. viefce, hL a4`J40 t5.4LU S Aug LD LULU fill I eR InoUstnes, inc. ivion aep Lo -I -G'4U:LD LULU rage I ID:SMM7jTFUvuUk6rINSSA21XycSAI-HYf8TskjDBSmxwMVvddww598DU460ijt1 WTRf9yZ6Y4 1-10-8 3-9-0 1.10-6 1-10-6 v d 2x3 2x4 = 5.00 12 2 2x3 3 Scale =1:6.9 3-8-6 0- 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 - TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 9 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=3-7-13, 3=3-7-13 Max Horz 1=11(LC 6) Max Uplift 1=23(LC 8), 3=-23(LC 8) Max Grav 1=112(LC 1), 3=112(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-9-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) 1, 3. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE N0.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or 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 ANSI1fPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type oty Ply Brown Residence T21423658 J40332 V5 Valley 1 1 Job Reference o tional test GOast I russ, m. rlefce, 1-L "34`J4t5 0 Y d 2x3 i 5.00 12 2 o.4zu s Hug zo zuzu fin i eK inausmes, Inc. ivion oep zo i i:4u:zo zuzu rage 1 I D:SMM7jTFUvuUk6rINSSA21XycSAI-IIDWgCIL_UGdZ4xiSL89SJhlPuOy79yOGAC_BbyZ6Y3 4.63 2-3-2 2x4 = Scale = 1:8.4 2x3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n/a 999 TCDL 20.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a file 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=4-5-0, 3=4-5-0 Max Horz 1=-15(LC 6) Max Uplift 1=31(LC 8). 3=-31(LC 8) Max Grav 1=150(LC 1), 3=150(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 3 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.0psf 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. rd d This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 28,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 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 tt• �n building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 It Job Truss Truss Type city Ply Brown Residence T21423659 J40332 V8 Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 1 d 2x3 2 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 26 11:4U:Zb 2UZU Page 1 I D: SMM7jTFUvuUk6rlNSSA21XycSAI-II D WgC I L_U GdZ4xiS L69SJhEruP S79HOGAC_BbyZ6Y3 7-9-0 30 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a n/a 999 TCDL 20.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-7-13, 3=7-7-13, 4=7-7-13 Max Horz 1=30(LC 7) Max Uplift 1=-41(LC 8). 3=41(LC 8), 4=-45(LC 8) Max Grav 1=156(LC 1). 3=156(LC 1), 4=312(LC 1) FORCES. (Ib) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. 2x3 Scale = 1:14.2 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. .9 d This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must vedy 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 ANS11TP11 Duality Criteria, DSB-89 and Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Brown Residence T21423660 J40332 V9 Valley i 1 Job Reference (optional) Cast uoasr I russ, rt. rlerce, rL J4'd4b b.4ZU s Aug Zo ZUZU mi I eK Inousines, Inc. Mon bep Zb 11:4U:Z/ ZULU rage I ID:SMM7jTFUvuUk6rINSSA21XycSAI-ExnuuXmzloOUBEWuO2fO?WENylkOscSAVgyXj1 yZ6Y2 4.0.2 4-6-2 , 8-6-3 , 6 d 2x3 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a n/a 999 TCDL 20.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 3 n/a file BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-5-0, 3=8-5-0, 4=8-5-0 Max Horz 1=34(LC 7) Max Uplift 1=-46(LC 8), 3=46(LC 8). 4=-51(LC 8) Max Grav 1=175(LC 1).3=175(LC 1).4=351(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-263f77 Scale = 1:15.8 20 PLATES GRIP MT20 2441190 Weight: 25 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; 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. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) `This truss has been designed for a jive 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) 1, 3, 4. .d d This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6804 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall tt p� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DS8.89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Brown Residence T21423661 J40332 V13 Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:24 2020 Page 1 I D: SMM7jTFU vuUk6rINSSA2lXycSAI-pM5m G Wj4StOvKnnJ Lw6hN ucR5i PfFYpsjt6jyZ6Y5 4-0-2 8-6-2 12-6-3 , 4-0-2 4.6-0 4-0-2 Scale = 1:20.2 5.00 12 3x4 i 4x4 = 4x4 = 12-6-3 3x4 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 0.52 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 39 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 12-5-0. (lb) - Max Horz 1=32(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 6, 5 Max Grav All reactions 250 lb or less at joint(s) 1, 4 except 6=411(LC 17), 5=411(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-321/101, 3-5=-321/101 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=1211; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp B; 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) 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. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 6, 5. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not s a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ■■■��•iYY� 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 ANSI1FPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Brown Residence T21423662 J40332 V17 Valley 1 1 Job Reference (optional) test coast I russ, F[. viefce, rL a4V4b 8.4LU 5 HUg LO LULU MI I eK InUU5I1le5, Inc. IVIUn OUP LO 1 1.-U LULU reyc I ID:SMM7jTFUvuUk6rlNSSA21XycSAI-HYfBTskjDBBmxwMVvddww5911 U2jOhctl WrRf9yZ6Y4 1 4-0-2 12-6-2 1 16.6-3 4-0.2 8-6-0 4.0-2 ' Scale = 1:26.7 5.00 12 4x4 = 2 4x4 = 3x4 9 8 7 6 3x4 1x4 II 1x4 II 3x4 = 1x4 II 0-0 10 4-0-2 12-6-2 16-6-3 0-0- 0 3-11-8 8-6-0 4-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25, TC 0.50 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.20 Vert(CT) file n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 52 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-5-0. (lb) - Max Horz 1=32(LC 6) Max Uplift All uplift 100lb or less atjoint(s) 1, 5, 9, 6 except 8=-103(LC 5) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=468(LC 17), 9=371(LC 1), 6=371(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-8=-389/129, 2-9=-280/90, 4-6=-280/90 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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) 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. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. This item has been 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 9, 6 except (jt=lb) 8=103. electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6004 Parke East Blvd. Tampa FL 33610 Data: September 28,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing KWIC 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 ANSVTPi1 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available fmm Tmss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Brown Residence T21423663 J40332 I ZCJ1 Jack -Open 20 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Man Sep 2811:40:28 2020 Page 1 I D: S MM7jTF U vu U k6rl NSSA21XycSAI-i7LG5tmb W6W LpO54amAdYknbui74b3SJj Uh5FU yZ6Y1 -1-4-0 0-11-4 1.4-0 0-11-4 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.00 5 >999 360 TCDL 20.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wind(LL) -0.00 5 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=46(LC 8) Max Uplift 3=-8(LC 1), 2=-126(LC 8), 4=-29(LC 1) Max Grav 3=14(LC 8), 2=241(LC 1), 4=29(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 5 lb FT = 0 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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, 4 except Qt=lb) 2=126. Scale = 1:6.6 This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVIP11 Duality Criteria, DSB-99 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Brown Residence T21423664 J40332 ZCJ3 Jack -Open 8 1 Jab Reference o tional East Coast Truss, Ft. Pierce, FL 34946 -1-4-0 2x4 = 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:28 2020 Page 1 ID: SMM7jTFUvuUk6rINSSA21XycSAI-i7LG5tmbMWLpO54amAdYknbui6eb3SJjUh5FUyZ6Y1 Scale = 1:10.8 2-11-4 2-11-4 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 0.27 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 filial n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.00 7 >999 240 Weight: 11 lb . FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=76(LC 8) Max Uplift 3=-27(LC 8), 2=-101(LC 8) Max Grav 3=84(LC 13), 2=282(LC 1), 4=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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 atjoint(s) 3 except Qt=lb) 2=101. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with-MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS11TP11 quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway; Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Brown Residence T21423665 J40332 ZCJ5 Jack -Open 8 1 Job[ o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:29 2020 Page 1 I D: SM M7jTFUvuUk6r1 NS SA21XycSAI-AKvfJDnDHPeCQYfG8Ths4xJgg6MZK Wi Sy8ReowyZ6YO -1-4-0 4-11-4 ' 1-4-0 4-11-4 Scale = 1:14.9 2x4 = 4-11-4 4-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.07 4-7 >866 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Wind(LL) 0.02 4-7 >999 240 Weight: 18 lb FT.= 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-B-0, 4=Mechanical Max Horz 2=106(LC 8) Max Uplift 3=-58(LC 8), 2=-108(LC 8) Max Grav 3=161(LC 1), 2=371(LC 1), 4=95(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; 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) 2=108. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P.Finn PE No,22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119t2020 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 r ek• is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the iVli l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/1rPl1 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Brown Residence T21423666 J40332 ZEJ3 Jack -Open 16 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:29 2020 Page 1 ID: SMM7jTFUvuUk6rINSSA21XycSAI-AKvfJDnDHPeCQYfGBThs4xJme6RmKWiSy8ReowyZ6YO -1-4-0 3-0-0 , Scale = 1:10.9 2x4 = 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.00 4-7 >999 360 MT20 2441190 TCDL 20.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.00 7 >999 240 Weight: 12 lb FT = 0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=77(LC 8) Max Uplift 3=-28(LC 8), 2=-101(LC 8) Max Grav 3=86(LC 13), 2=284(LC 1), 4=53(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp B; 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) 2=101, This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Brown Residence T21423667 J40332 ZEJ7 Jack -Open 28 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:30 2020 Page 1 I D:SMM7jTFUvuUk6rINSSA21XycSAI-eWS 1 WZo2jm32iEThBC5d9sooVfD3zycBoACKMyZ6Y? -1-4-0 7-0-0 i 1-4-0 7-0.0 Scale = 1:19.8 i 3x3 = 7-0-0 d 6 N 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 0.88 Vert(LL) -0.09 4-7 >882 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.28 4-7 >302 240 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 Wind(LL) 0.09 4-7 >882 240 Weight: 24 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 or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=137(LC 8) Max Uplift 3=88(1_C 8). 2=-119(LC 8) Max Grav 3=237(LC 1), 2=469(LC 1), 4=138(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; 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) 2=119. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6834 0904 Parke East Blvd, Tampa FL 33010 Data: September 28,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 511912020 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 �M1 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 ANS11TF11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply Brown Residence T21423668 J40332 ZEJ7A Jack -Closed �Qty 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:30 2020 Page 1 ID:SMM7jTFUvuUk6rlNSSA21XycSAI-eWS1 WZo2jm32iEThBC5d9sozVZS3z6cBoACKMyZ6Y? 1-4.0 6-5-8 7-0-0 , 1-4-0 6-5-8 0-6-8 1x4 II Scale = 1:19.5 1x4 3x3 = Im d LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.09 4-7 >880 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.27 4-7 >300 240 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.09 4-7 >883 240 Weight: 28 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=Mechanical Max Horz 2=136(LC 8) Max Uplift 2=118(LC 8), 4=-84(LC 8) Max Grav 2=465(LC 1). 4=331(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4f; Cat. 11; Exp B; 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) 4 except (jt=lb) 2=118. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 28,2020 WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 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 buildbuilding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' ing 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 ANS11TPlf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Brown Residence T21423669 J40332 ZEJ7B Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 11:40:312020 Page 1 ID: SMM7jTFUvuUk6rINSSA21XycSAI-6iOPkvpTpl uwgrpfFukK9MP 1 Vv2PoQCIQSwlspyZ6Y_ -1-4-0 6-5-0 7-0-0 1-4.0 6-5-0 i 3x4 II 5x5 I I 3 4 3x3 = 3x4 = Scale = 1:19.9 r 3-8-2 7-0-0 3-8-2 3-3-14 Plate Offsets (X,Y)— [2:0-2-2,Edge), [3:0-3-3 Edge), [5:Edge,0-1-8] 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 0.63 Vert(LL) -0.05 5-8 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.12 5-8 >665 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a rile BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.03 5-8 >999 240 Weight: 28 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-8-0, 5=Mechanical Max Horz 2=123(LC 8) Max Uplift 2=-124(LC 8), 5=-79(LC 8) Max Gram 2=465(LC 1). 5=331(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-266/18 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3:0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 2=124. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 28,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p HT2' design. Bracing indicated is to prevent buckling. of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• 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 ANS11rPif Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Brown Residence T21423670 J40332 ZEJ7C Roof Special 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:31 2020 Page 1 ID:SMM7jTFUvuUk6rINSSA21XycSAI-6iOPkvpTpl uwgrpfFukK9MPOJv2OoQCIQSwlspyZ6Y_ -1-4-0 6-2-8 6-7-8 7-0-0 1-4-0 6-2-8 0-5-0 -4-8 i 4x4 = Scale = 1:19.1 5x5 II 1 4 3x3 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.05 5-8 >999 360 TCDL 20.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.12 5-8 >666 240 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 -MR Wind(LL) 0.03 5-8 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (size) 2=0-8-0, 5=Mechanical Max Horz 2=123(LC 8) Max Uplift 2=124(LC 8), 5=-79(LC 8) Max Grav 2=465(LC 1). 5=331(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-267/17 PLATES GRIP MT20 244/190 Weight: 27 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=124. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33010 Date: September 28,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Brown Residence T21423671 J40332 ZHJ3 Diagonal Hip Girder 6 1 Jab Reference o tional tast Coast I russ, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:32 2020 Page 1 I D: S MM7jTFUvuUk6r1 NS SA2IXycSAI-avanxFp6ZKOnH70rpbFZiaxGTJTyXtRve6fl NFyZ6Xz i-1-10-10 4-2-3 ' 1-10-10 4-2-3 3x4 II Scale: 1"=1' 2x4 = 2.3 II 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.01 5-8 >999 360 TCDL 20.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 5-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 Na n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wind(LL) -0.01 5-8 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 3=Mechanical, 5=Mechanical, 2=0-10-15 Max Horz 2=73(LC 24) Max Uplift 3=35(LC 8), 2=-157(LC 8) Max Grav 3=104(LC 1), 5=68(LC 3), 2=348(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 17 lb FT = 0% Structural wood sheathing directly applied or 4-2-3 oc purtins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp B; 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) 3 except Qt=lb) 2=157. 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) 10 lb down and 36 lb up at 1-4-15, and 10 lb down and 36 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: 1-3=-80, 4-6=-20 Concentrated Loads (lb) Vert: 9=61(F=31, B=31) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 28,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 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 Not building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply n Residence T21423672 J40332 ZHJ7 Diagonal Hip Girder 4 1 FJ eference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 2811:40:33 2020 Page 1 I D: S MM7jTF Uvu Uk6rl NSSA21 XycSAI-25898bgkKe8ev9z2 N JmoFnU Q9jkoGEJ2tmPswhyZ6Xy -1-10-10 5-2-9 9-10-1 1-10-10 ' 5-2-9 4-7-8 Scale = 1:21.6 i 3x6 2x4 = - 11 3x6 = 5 5-2-9 9-10-1 5-2-9 4-7-8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.02 7-10 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.05 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.02 7 >999 240 Weight: 45 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-3 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. (size) 4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=134(LC 8) Max Uplift 4=-69(LC 8), 2=-203(LC 8), 6=-55(LC 8) Max Grav 4=179(LC 1), 2=647(LC 1), 6=413(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1033/144 BOT CHORD 2-7=-205/951, 6-7=-205/951 WEBS 3-6=-966/210 NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; 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) 4, 6 except (jt=lb) 2=203. This item has been 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. electronically Signed and 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb down and 42 lb up at sealed by Finn, Walter, PE 4-2-15, 95 lb down and 42 lb up at 4-2-15, and 146 lb down and 83 lb up at 7-0-14, and 146 lb down and 83 lb up at 7-0-14 on top using a Digital Signature. chord, and 10 lb down and 36 lb up at 1-4-15, 10 lit down and 36 lb up at 1-4-15, 26 lb down at 4-2-15, 26 lb down at 4-2-15, and 50 lb down at 7-0-14, and 50 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the Printed copies of this responsibility of others. document are not considered 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Signed and Sealed and the signature must be verified LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 On any electronic copies. Uniform Loads (plo Walter P. Finn PE No.22839 Vert: 1-4=-80, 5-8=-20 MiTek USA, Inc. FL Cart 6634 Concentrated Loads (lb) 6004 Parke East Blvd. Tampa FL 33610 Vert: 12=-95(F=-48, 13=48) 13=61(F=31, B=31) 14=-10(F=-5, B=-5) 15=-78(F=-39, B=-39) Date: September 28,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANSVTPII quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 s Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. J�Apply plates to both sides of truss and fully embed teeth. 016 For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MITek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C23 WEBS AC-5.6 T wO'O aOC7-8 c6-7 00 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 [CC -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/fPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTekO All Rights Reserved MiTek 0 MITek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated. .1