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HomeMy WebLinkAboutTRUSS REVISION 7-12-18KELLY t KELLY ARCHITECT5 RESIDENTIAL AND COMMERCIAL ARCHITECTURE SINCE 1980 REG.# 8341 May 14, 2018 St. Lucie County Building Department 2300 Virginia Avenue Ft. Pierce, Florida 34982 RE: McCoy Residence 12774 N.W. Mariner Court Palm City, Florida 34990 Permit Number: 1801-0352 Dear Sir or Madam, Please note the following regarding the above referenced project: BY t Lucie CoMy RECEIVED Jul !� l . LL!Gie C'0Ur. •/, Permitting 1. Following a review of engineering prepared by the truss company, it was determined that the girder truss would require anchors (one at each end) upgraded from what was indicated on the original plans. 2. Due to the Harbour Ridge height restrictions, portions of the second floor framing require modification as noted on the attached plans. Methods and materials are acceptable to the architect. Certified by Kelly &o y rc�itcfs + yp q9 � y1,o O Gary R.'Kels?� Architect Reg. #8341 GRK/dm File C®jpy 119 S.W. SIXTH STREET * STUART, FLORIDA 34994 * (112) 283-3492 UJWW. KELLYANDKELLYARCHITECTS. COM OFFICE USE ONLY: DATE FILED: - ( - t 9- - C i REVISION FEE: $ i S-00 1. PERMIT # 1801-0352 RECEIPT # 1401 2 RECEIVE PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION J U L 12 2 018 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 ST. Lucie County, Parmikting APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/S ADDRESS: M74 Mariner Court, Palm City, FL 34990 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: Please see letter from Architect, revised Truss Engineering and plans. Due to Harbour Ridge Restrictions portions of the second floor framing require modification as noted on attached plan on the original plans 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE COUNTY CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: c� \ CITY: STATE: � L ZIP: l� PHONE (DAYTEVIE): — ` FAX: 4. OWNERBUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: 5. ARCHITECT/ENGINEER INFORMATION: NAME: `h--\k ADDRESS: • \\ \ C1 CITY: S�kr f PHONE (DAYTIME): -44-ra Revised 07/22/2014 STATE: FAX: ZIP: 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: J35141 - McCoy Residence Site Information: Customer Info: Rubin Custom Homes Lot/Block: Address: 12774 NW Mariner Ct City: Saint Lucie Project Name: McCoy Residence Model: Subdivision:' State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 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 8.2 Wind Code: ASCE 7-10 [All HeighH Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 43 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name I Date No. Seal# Truss Name Date 1 T14241430 1 A01 G 6/7/18 118 1 T1 42414471 MG01 6/7/18 12 I T14241431 I A02 1 6/7/18 119 1 T14241448 1 MV2 1 6/7/18 1 13 1 T14241432 1 A03 1617118 120 1 T142414491 MV4 1 6/7/18 14 1 T1 4241433 1 A04G 1 6f7118 121 1 T14241450 1 ZCJ1 1 6/7/18 1 15 1 T14241434 1 BO1 G 1 6/7/18 122 1 T1 4241451 1 ZCJ3 1 617/18 16 1 T14241435 I B02 1 6/7/18 123 1 T14241452 1 ZCAA 1 6/7/18 1 17 1 T142414361 B03 1 617/18 124 1 T1 4241453 1 ZCJ5 1 6M18 1 18 1 T142414371 B04 1 617/18 125 1 T1 4241454 1 ZCJ5A 1 6/7/18 1 19 1 T14241438 1 B05 1 6/7/18 126 1 T14241455 1 ZCJ5B 1 6/7/18 1 110 1 T142414391 B06 1 6/7/18 127 1 T14241456 1 ZCJ5C 1 6/7/18 1 Ill I T14241440 1 B07 1 6/7/18 128 1 T14241457 1 ZCJ5D 1 6/7/18 112 1 T1 4241441 1 BOB 1 6/7/18 129 1 T14241458 1 ZCJ5E 1 6/7/18 1 113 1 T14241442 1 B09 1 6/7/18 130 1 T14241459 1 ZEJ2 1 6/7/18 114 1 T142414431 B10 1 6/7/18 131 1 T142-41460 1 ZEJ5 1 6/7/18 ! 115 1 T14241444 1 Ell G 1 6/7/18 ' 132 1 T1 4241461 1 ZEJ7 1 6/7/18 1 116 1 T14241445 1 C01 G 1 6/7/18 133 I T14241462 1 ZEJ7A 1 6/7/18 1 117 1 T142414461 CO2 1 6/7/18 134 I T142414631 ZEJ7B 1 6/7/L%, I The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's. Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE' The seal on these truss component designs is a certifi , 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 we given to MiTek. Any project specific information included is for MiTeWs Gusto file reference purpose only, and was not taken into account in the preparation o these designs. MiTek has not independently verified the applicability of the desigh 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 ANSVTPI 1, Chapter 2. 6904 Date: 111111 11111'r UiN GEN F<����'. Vo 182 'WE O F .'.� R �� �% / •�NALE�.�`�� PCO11111111 No.68182 lnrTLCert6634 East Blvd. Tampa FL 33610 June 7,2018 Velez, Joaquin 1 of 2 RE: J35141 - McCoy Residence Site Information: Customer Info: Rubin Custom Homes Lot/Block: Address: 12774 NW Mariner Ct City: Saint Lucie Project Name: McCoy Residence Model: Subdivision: No. I Seal# I Truss Name Date I 35 1 T1 4241464 1 ZERC 1 6/7/18 136 1 T142414651 ZERD 1 6/7/18 1 137 1 T142414661 ZEJ7E 1 6/7/18 1 138 1 T14241467 I ZERF J 6f7/18 I 139 1 T14241468 1 ZHJ5 1 6f7/18 I 140 1 T1 4241469 1 ZHJ7 1 6f7/18 1 141 1 T14241470 1 ZHJ7A 16f7/18 142 1 T14241471 1 ZHJ7B 1 6f7/18 143 I T142414721 ZHJ7G 1 6/7/18 State: FL 2of2 Job i Truss Truss Type City Ply McCoy Residence T14241430 J35141 A01 G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:34 2018 Page 1 I D:XgMj2HgyRB 8m_NITh DXoX2zySY3-B n907YbSDvh?QOtgXH02pofgdZxbON WX WshE6Yz8jQZ -2-00 5-0-0 6-3-0 10-11-13 16-11-10 21-10-7 26-8-0 20 2-0�r 5-0-0 1-34 4-8-9 5-11-13 4-10-19-0- 3 4-9-9 2-0-0 6.00 12 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 0.25112 5x8 = NAILED 3x4 = 1x4 11 4x8 M18SHS = 4x8 — 3 4 5 23 24 6 7 4x10 3x10 ro6 0h 1x4 112 B 1x4 II 1x4 II 0 1 9 TL % 0 15 14 13 12 11 0 10 1x4 II 1x4 II 5x8 MIBSHS II 5x5 =7x6 = 8x8 = 3x4 = 5x5 = 3x6 II HUS26 5-0-0 6 3 4 10-11-13 16-11-10 21-10-7 26-M 5-0-0 4 8-9 5-11-13 4-10-13 i 4-9-9 Plate Offsets (X Yl— 13:0-6-0 0-2-81 17:0-5-4.0-2-01f13:0-2-12.Edgel,rl4:0-3-0.0-4-81,r16:0-5-5.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 TCDL 15.0 Lumber DOL 1.25 BC 0.85 BCLL 0.0 ' Rep Stress Incr NO WB 0.93 BCDL 10.0 Code FBC2017fTP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.1 'Except' 6-7,7-9: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except' 13-16: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-16: 2x8 SP No.2, 2-15: 2x4 SP No.2, B-10: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 16=2554/0-8-0, 10=1706/0-8-0 Max Horz 16=272(LC 7) Max Uplift 16=2323(LC 8), 10=-1517(LC 8) DEFL. in (loc) I/deft Ud Vert(LL) 0.34 12-13 >935 240 Vert(CT) -0.33 12-13 >947 180 Horz(CT) 0.07 10 n/a n/a Scale = 1:56.3 1x4 PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 176 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-10-14 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3490/2948, 3-4=-3734/3258, 4-5=3828/3262, 5-6=-3846/3281, 6-7=-3081/2593, 7-8=2127/1673, 2-16=2457/2291, 8-10=1653/1523 BOT CHORD 15-16=-242/438, 14-15=-2300/3014, 13-14=-2903/3734, 12-13=-2286/3077, 11-12=1244/1811, 10-11=14/263 WEBS 3-15=-394/354, 3-14=-1525/1846, 5-13=-421/479, 6-13=-945/901,6-12=-748/727, 7-12=-1252/1549, 7-11=287/326, 2-15=2410/2871, 8-11 =-1 435/1839, 4-14=832/936, 4-13=-1097/1078 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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 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 Ib uplift at joint(s) except (jt=lb) 16=2323,10=1517. 9) Use Simpson Strong -Tie HUS26 (14-1 Od Girder, 6-1Od Truss, Single Ply Girder) or equivalent at 6-3-4 from the left end to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 lb down and 149 lb up at 6-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Joaquin Velez PE No.68182 MiTek USA, Inc: FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev, 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, notLai 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 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 ANSffTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T14241430 J35141 A01G Hip Girder 1 1 Job Reference (optional) 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: 1-2=70, 2-3=-70, 3-7=70, 7-8=70, 8-9=70, 10-16=20 Concentrated Loads (lb) Vert:3=82(F) 15=-71(F) 14=1400(F) 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:34 2018 Page 2 ID:XgMj2HgyRB8m_NIThDXoX2zySY3-Bn907YbSDvh7QOtgXH02pofgdZxbON WXWshE6Yz8jQZ ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with 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 M qV 1• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �{/� iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSffPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 1,Job Truss Truss Type Qty Ply McCoy Residence T14241431 J35141 A02 Roof Special 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:IU:3b 2U18 Page i ID:XgMj2HgyRB8m_NIThDXoX2zySY3-gjmLtc4_Dps2AS14_XHLOBI gzJG7uHhl WRne_z8jQY -2-0-0 5-5-12 10-11-5 16-4-14 21-10-7 26-0 29-0-0 2�-0 5-5-12 5-5-9 5-5-9 5-5-94-9-8-9 2.41 4x6 = 6.00 12 0.25112 3x4 = 3x4 = 4x6 = 4 21 22 5 6 Scale=1:55.3 Ix4 II 3x6 II 4x8 = 3x4 = 3x4 = 4x8 = 3x6 II 55-12 13-8-2 21-10-7 26-8-0 5-5-12 8-2-6 8.2-6 4-9-9 LOADING (psf) SPACING- 2-D-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except' 2-14,7-9: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 14=1354/0-8-0, 9=1354/0-8-0 Max Horz 14=280(LC 7) Max Uplift 14=-1198(LC 8), 9=1198(LC 8) CSI. DEFL. in (loc) Udefl Ud TC 0.77 Vert(LL) 0.19 12 >999 240 BC 0.75 Vert(CT) -0.26 10-12 >999 180 WB 0.70 Horz(CT) 0.06 9 n/a n/a Matrix -AS PLATES GRIP MT20 244/190 Weight: 155 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1627/1206, 3-4=-1405/1179, 4-5=2189/1744, 5-6=-1393/1156, 6-7=-1602/1183, 2-14=-1302/1206, 7-9=1310/1202 BOT CHORD 13-14=-153/329, 12-13=-1298/2107, 10-12=-1433/2129, 9-10=-3/251 WEBS 3-13=210/434, 4-13=-887/705, 5-10=-884/726, 6-10=-171/395, 2-13=947/1331, 7-10=-1004/1385 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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 0=1b) 14=1198,9=1198. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Ia Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ctirt 6634 6904 Parke,East Blvd. Tampa.FL 33610 Date: June 7,2018 WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall y building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* iT®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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T14241432 J35141 A03 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:36 2018 Page 1 ID:XgMj2HgyRB8m_NIThDXoX2zySY3-8AH8YDdjD(xigJ1 Dei2WuDkCaNeTsJuq_AAKARz8jQX -2-41 5-5-12 11.4-3 16-5-13 21-1007 26-8-0 2�-0 5-5-12 5-10-7 5-1-11 5-4-10 4-9-9 Scale = 1:50.1 4x6 = 6 — 12 0.25112 3x4 = 3x4 = 4 17 5 4x6 = 6 3x8 i 3x8 1x4 II 7 b 2 m, 1x4 II 1 N 12 11 10 9 ' 8' 1x4 II 13 3x6 11 4x8 = 3x4 = 3x4 = 4x8 = 3x6 11 1N LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017lrP12014 CSI. TC 0.77 BC 0.76 WB 0.81 Matrix -AS DEFL. in Vert(LL) 0.21 Vert(CT) -0.26 Horz(CT) -0.06 (loc) Udefl Ud 11 >999 240 9-11 >999 180 8 n/a n/a 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, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 2-13,7-8: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 13=1363/0-8-0, 8=1171/0-8-0 Max Horz 13=274(LC 7) Max Uplift 13=-1210(LC 8), 8=-890(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1644/1229, 3-4=-1422/1201, 4-5=2228/1797, 5-6=1451/1239, 6-7=1659/1263, 2-13=-1310/1218, 7-8=-11281894 BOT CHORD 12-13=193/273, 11-12=1615/2167, 9-11=-1742/2155 WEBS 3-12=259/430, 4-12=-921/809, 5-9=-850/801, 6-9=-203/398,,2-12=-969/1353, 7-9=-979/1287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) 13=1210, 8=890. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: June 7,2018 A WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 p�• iTek" building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ivi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type my Ply McCoy Residence ' T14241433 135141 A04G Roof Special Girder 1 n L Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:38 2018 Page 1 I D:XgMj2HgyRBBm_NIThDXoX2zySY3-4ZPuzvfzH8BQvdBcm74_zepV WAI8KAZ7RUfRFJz8jQV 5 5 12 10-11-5 16-5-14 21-10-7 _,_ 26-8-0 5-5-12 5-5-9 5-6-9 5-4-9 4-9-9 Scale: 1/4"=l' 6x8 M18SHS = 0.25 LLL 3x4 = 7xl0 M18SHS = 612 3x8 = 5x8 M18SHS .00 = 2 3 15 16 4 5 IN 6x8 M18SHS II HUS26 10x10 M18SHS = HUS26 7x6 = HUS26 5x8 M18SHS = HUS26 HUS26 8x8 = NAILED 3x8 M18SHS II HUS26 HUS26 HUS26 HUS26 7x6 = HTU210 HUS26 5-5-12 10-11-5 16-5-14 21-10-7 26-8-0 i 5-5-12 6-5-95-6-9 54-9 4-9-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.63 10-12 >498 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.58 10-12 >543 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.99 Horz(CT) -0.11 8 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight: 357 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 2-5,5-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-11 oc bracing. BOT CHORD 2x6 SP SS WEBS 1 Row at midpt 3-13 WEBS 2x4 SP No.3 `Except* 6-10,1-13: 2x4 SP No.2, 1-14,7-8: 2x8 SP No.2, 7-9: 2x4 SP No.1 REACTIONS. (lb/size) 14=7736/0-8-0, 8=7493/0-8-0 Max Horz 14=211(LC 7) Max Uplift 14=6521(LC 8), 8=6016(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11184/9129, 2-3=-10355/8584, 3-4=-16023/12707, 4-6=-16269/12920, 6-7=11236/9175, 1-14=-6577/5380, 7-8=7060/5699 BOT CHORD 13-14=1526/1673, 12-13=-12466/16016, 10-12=-12835/16267, 9-10=8151/10026, 8-9=799/957 WEBS 2-13=-4026/5033, 3-13=-6782/5022, 3-12=-2354/3369, 4-12=375/427, 4-10=422/507, 6-10=-5438/7245, 6-9=-1195/1141, 1-13=6666/8563, 7-9=-7469/9265 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 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=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb. uplift atjoint(s) except Qt=lb) 14=6521,8=6016. 11) Use Simpson Strong -Tie HUS26 (14-16d Girder, 6-16d Truss, Single Ply Girder) or equivalent at 2-4-12 from the left end to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-2-8 oc max. starting at 4-4-12 from the left end to 20-7-4 to connect truss(es) to back face of bottom chord. Joaquin Velez PE No.68182 MiTek USA;,Inc. FL Cdrt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job I TTruss ITruss Type I City IPly I McCoy Residence T14241433 Special Girder East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:38 2018 Page 2 I D:XgMj2HgyRB8m_NIThDXoX2zySY3-4ZPuzvizH8BQvdBcm74_zepV WAI8KAZ7RUfRFJz8jQV NOTES- 13) Use Simpson Strong -Tie HTU210 (20-10d Girder, 32-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 22-7-4 from the left end to connect truss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 29 lb up at 26-4-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-6=-70, 6-7=70, 8-14=-20 Concentrated Loads (lb) Vert: 7=90 10=1080(B) 17=1386(B) 18=-943(B) 19=-1079(B) 20=1079(B) 21=1089(B) 22=-1089(B) 23=-1089(3) 24=1080(B) 25=1080(B) 26=-1606(B) 27=192(B) AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with 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 pp A�r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ty� iT®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 lmsses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T74241434 J35141 B01 G Roof Special Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:39 2018 Page 1 I D:XgMj2HgyRB 8m_NIThDXoX2zySY3-YlzHAFfb2 SJ HXnmoJgcD WsMjdaci3dgGg 8P_nlz8io U -24-0 5-74 10-0-0 14-4-12 i 17-8-0 , _ 22-0-0 24-0 5-7-4 44 l2 44-12 3 3 4 44-0 Scale=1:42.9 NAILED 4x8 = _ NAILED NAILED 1x4 II NAILED 4x8 3 18 19 4 20 21 5 1x4 II " NAILED 4x4 = NAILED 3x6 II 5x5 = 3x8 = 3x4 = 4x8 = 3x6 NAILED 5-7-4 10-M 144-12 i _ 17-8-0 22-0-0 5-74 44-12 44-12 3-34 r 4-" LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-14: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=1406/Mechanical, 14=1691/0-8-0 Max Horz 14=342(LC 7) Max Uplift 8=-1473(LC 8), 14=1868(LC 8) Max Grav 8=1482(LC 30), 14=1771(LC 29) CSI. DEFL. in (loc) Vdefl Ud TC 0.78 Vert(LL) 0.33 10-12 >781 240 BC 0.98 Vert(CT) 0.27 10-12 >953 180 WB 1.00 Horz(CT) -0.06 8 TIM n/a Matrix -MS PLATES GRIP MT20 244/190 Weight: 132 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-11-5 oc bracing. WEBS 1 Row at midpt 7-9, 2-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2339/2338, 3-4=-2802/3011, 4-5=2802/3011, 5-6=-2712/2772, 6-7=-2593/2578, 7-8=-1406/1426,2-14=-1736/1907 BOT CHORD 13-14=324/300, 12-13=2047/2100, 10-12=-2403/2429, 9-10=-2557/2646 WEBS 3-13=-130/253, 3-12=-1131/1111, 4-12=-438/452, 5-12=-653/617, 5AO0 576/599, 6-10=-387/331, 6-9=-1256/1348, 7-9=-2736/2770, 2-13=1931/1964 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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 chard 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) except (jt=lb) 8=1473, 14=1868. 9) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 407 lb down and 538 lb up at 7-0-0, and 407 lb down and 538 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Joaquin Velez PE No.68182 : MiTek USA, IncFL C4r('6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 inu. e ®WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. r' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not p` a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek* building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVI� T 11��0 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB 89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence r T14241434 J35141 B01 G Roof Special Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:40 2018 Page 2 I D:XgMj2 H gyRB8m_NIThDXoX2zySY3-OxXfOb gDoIR89xL_tY7S23vu N_rxo4vQuo8YJ Cz8jQT LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-5=70, 5-6=70, 6-7=70, 8-14=20 Concentrated Loads (lb) Vert: 18=35(1`) 19=35(F) 20=35(F) 21=-35(F) 23=-266(F) 24=-149(F) 25=-149(F) 26=-266(F) 27=-6(F) AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 HV BE' building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �i't'�,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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 blob Truss Truss Type Qty Ply McCoy Residence T14241435 J35141 B02 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:41 2018 Page 1 ID:XgMj2HgyRB8m_NIThDXoX2zySY3-U751bxhrZ3Z?m5wARFehbHR3KON6XfiZ7Su5sez8jQS 2 4-0 5-6-4 10-M 145-12 115 8-0 18-8 4 22-0-0 1 2 4, 5-6-4 4-5-12 45-12 1-24 3-0-4 33-12 Scale = 1:42.9 4x4 = 3x4 = 4x4 = 3 18 4 19 5 64x4 = 1x4 II 3x4 = 14 3x4 1x4 II 3x6 II 4x8 = = 3x8 = 3x8 = 3x6 II 22-0-0 3-3-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.13 11-13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.29 11-13 >910 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) -0.04 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 135 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 "Except* 2-14: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=963/Mechanical, 14=1158/0-8-0 Max Horz 14=395(LC 7) Max Uplift 9=877(LC 5), 14=-1050(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1306/955, 3-4=-1099/949, 4-5=-1332/1126, 5-6=1462/1195, 6-7=-872/772, 7-8=-872/772, 8-9=920/870, 2-14=-1112/1058 BOT CHORD 13-14=395/264, 11-13=-1378/1411, 10-11 =1 288/1399 WEBS 3-13=-166/314, 4-13=-455/492, 4-11=-182/253, 5-11=-288/412, 6-11=-239/255, 6-10=-747/610,7-10=-250/348,8-10=-1074/1183,2-13=-742/1044 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=877, 14=1050. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA,.lnc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 161II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �'�-ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 „lob Truss Truss Type Qty Ply McCoy Residence ' T14241436 J35141 B03 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 m 1x4 1 2-4-0 5-5-2 b-9-2' 4-1-12 6x6 = 3X6 II 3 4 18 19 ts-S s may z4 zul is ivlt i ex ma 8m—N IThDXoX2zySY3-yKeP pHiTN 14-5-12 18-2-1, 4.1-12 3-9-2 2x4 11 2021 5 :nes, inc. i nu dun r ua: iu:4z zuio rage i 1sOEVN?y9w8U—DGneXG3hjM6dfO4z8jQR 22-0-0 3-9-2 Scale=1:42.1 3x4 = 4x6 = 4x4 = 6 7 8 1X4 II 14 4X6 = - 3X6 II 5x8 = 3x4 = 3x4 = 3x6 II 6-2-4 14-5-12 18-2-14 22-0-0 6-2-4 8-3-8 3.9-2 3-9-2 Plate Offsets (X Y)— f3.0-3-0 0-2-71 14:0-4-4 0-1-81 f9:0-4-4 0-1-81 f14:0-4-4 0-1-81 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 0.89 Vert(LL) 0.18 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.27 12-13 >967 180 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(CT) -0.02 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Attic -0.10 12-13 979 360 Weight: 152 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-14: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=1099/Mechanical, 14=1317/0-8-0 Max Horz 14=409(LC 7) Max Uplift 9=-830(LC 5), 14=928(LC 8) Max Grav 9=1205(LC 14), 14=1468(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1987/819, 3-4=-2029/988, 4-5=2024/980, 5-7=-2024/980, 7-8=-1168/675, 8-9=1142/830, 2-14=-1472/944 BOT CHORD 13-14= 403/278, 12-13=-1130/2080, 10-12=813/1149 WEBS 3-13=-885/1747, 4-13=1476/980, 5-12=515/443, 7-12=-429/1275, 7-10=-1048/659, 8-1 0=-998/1498, 2-13=-585/1638 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft;.eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-5 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 (jt=lb) 9=830, 14=928. 11) This truss design requires that a minimum of 7116” structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.88182 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. MiTek USA, Inc. FL Cert 6634 6904Parke East Blvd. Tampa FL 33610 Date: June 7,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T14241436 J35141 603 ATTIC 1 1 Job Reference (optional) 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: 1-2=70, 2-3=-70, 3-5=80, 5-8=70, 13-14=20, 12-13=30, 9-12=20 Concentrated Loads (lb) Vert: 19=-60 20=-60 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:42 2018 Page 2 I D:Xg Mj2 HgyRB8m_NITh DXoX2zySY3-yKeP pHiTKNhsOEVN7y9w8U_DGneXG3hj M6dfO4z8jQR ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ,lob Truss Truss Type Qty Ply McCoy Residence T14241437 J35141 B04 ATTIC 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 d.zzu s may z4 zultl ml I eK inausmes, uw. t nu Jun I uV: i u.°ro w ro raye I 2 4-0 5A-2 b-10d 4-1-12 4-1-12 3-9-2 3-9-2 Scale = 1:42.1 3x4 = 6x6 = 3x6 II 2x4 11 4x6 = 4x4 = 3 4 18 19 2021 5 6 7 8 1 x4 11 14 46 = 3x6 I[ 5x8 = 3x4 = 3x4 = 3x6 II 6-2-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.18 12-13 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.27 12-13 >968 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.66 Horz(CT) -0.02 9 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Attic -0.10 12-13 978 360 LUMBER - TOP CHORD 2x6 SP No.2 *Except* 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-14: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=1099/Mechanical, 14=1318/0-8-0 Max Horz 14=404(LC 7) Max Uplift 9=829(LC 5). 14=928(LC 8) Max Grav 9=1205(LC 14), 14=1468(LC 14) 22-0-0 3-9-2 PLATES GRIP MT20 244/190 Weight: 152 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1987/820, 3-4=2045/993, 4-5=-2050/993, 5-7=-2050/993, 7-8=-1181/680, 8-9=-1142/829,2-14==1472/943 BOT CHORD 13-14=-399/275, 12-13=-1141/2105, 10-12=821/1162 WEBS 3-13=-848/1681, 4-13=-1405/941, 5-12=515/442, 7-12=431/1285, 7-10=-1049/658, 8-10=-100311506, 2-13=588/1632 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-5 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) 9=829,14=928. 11) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 ®WARNING. Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with 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 �i'i'®�° 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 ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ab Truss Truss Type Qty Ply McCoy Residence T14241437 J35141 B04 ATTIC 1 1 Job Reference (optional) 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: 1-2=70, 2-3=-70, 3-5=80, 5-8=-70, 13-14=20, 12-13=-30, 9-12=20 Concentrated Loads (lb) Vert: 19=60 20=60 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:43 2018 Page 2 I D:XgMj2HgyRB8m_NIThDXoX2zySY3-RWCnOci65gpj003ZYgg9giW00Bzh?VzsbmNCwXz8jQQ ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �I'r'®�° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T14241438 J35141 805 ATTIC 1 1 Job Reference o tional East Goast -I russ, f-L Fierce, FL 34y41J 5-3-2 6-21 10-4-0 14-5-1: 5-3-2 0-11-2 4-1-12 4-1-12 6x6 = 3x6 11 6.00 2 3 14 15 16 6.44U S IVIdy LY LU 10 IVII 1 UK If IUUJU ICJ, IIIU. 111U U. I r U.. 1U 4 — IU '.9. I 8-2-14 22-0-c 3-9-2 3-9-2 Scale = 1:37.7 2x4 II 4x6 =3x4 = 4x4 = 4 17 5 6 7 13 6 3x8 11 5x8 — 3x4 = 4x6 _ 3x4 = 3x6 11 6-2-4 14-5-12 18-2-14 22-0-0 6 2-4 8-3-8 3-9-2 3-9-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.18 11-12 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.27 11-12 >972 180 BCLL 0.0 * Rep Stress Incr NO WB 0.64 Horz(CT) -0.02 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Attic -0.10 11-12 976 360 LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-2: 2x4 SP No.2 BOT CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-13: 2x6 SP No.2 REACTIONS. (lb/size) 8=1109/Mechanical, 13=113410-8-0 Max Harz 13=344(LC 7) Max Uplift 8=-832(LC 5), 13=-616(LC 8) Max Grav 8=1214(LC 14), 13=1300(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2029/862, 2-3=2094/1009, 3-4=-2108/1016, 4-6=-2108/1016, 6-7=-1197/697, 7-8=-1149/831,1-13=-1301/627 BOT CHORD 12-13=424/336, 11-12=-1163/2161, 9-11=-831/1181 WEBS 2-12=-786/1595, 3-12=-1312/880, 4-11=-528/445, 6-11=-475/1326, 6-9=-1062/662, 7-9=-1011/1524,1-12=-560/1594 PLATES GRIP MT20 244/190 Weight: 144 lb FT = 0% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) Ceiling dead load (5.0 psf) on member(s). 2-3, 3-4 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 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 (jt=1b) 8=832, 13=616. 11) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Joaquin Velez?E No.68182 MiTek USA„ Inc. FL Cart6634 6904 Parke'East Blvd, Tampa FL 33610 Date: June 7,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and later an individual building component, not * a truss system. Before use, the building designer must verifythe applicability of design parameters and properly incorporate this design into the overall pt building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 �Iob Truss Truss Type City Ply McCoy Residence T14241438 J35141 B05 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. I hu Jun 1 U9:1 UA4 ZU18 Nage Z I D:XgMj2 HgyRB8m_N I ThDXoX2zySY3-vimAEyjks_xadYel6N BO Dv3c4bJpkzW?pQ61Szz8jQ P LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-4=-80, 4-7=-70, 12-13=-20, 11-12=30, 8-11=-20 Concentrated Loads (lb) Vert: 15=-60 16=-60 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=60, 2-4=-70, 4-7=-60, 12-13=20, 11-12=75, 8-11=-20 Concentrated Loads (Ib) Vert: 15=60 16=-60 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-4=-40, 4-7=30, 12-13=-40, 11-12=30, 8-11=-40 Concentrated Loads (lb) Vert: 15=60 16=60 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=30, 2-4=89, 4-17=95, 7-17=50, 12-13=6, 11-12=-12, 8-11=-6 Horz: 1-2=-48, 2-3=113, 7-8=53, 1-13=44 Concentrated Loads (lb) Vert: 15=60 16=-60 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=43, 2-14=44, 4-14=89, 4-7=95, 12-13=6, 11-12=-12, 8-11=-6 Horz: 1-2=-61, 2-3=68, 7-8=-44, 1-13=-53 Concentrated Loads (lb) Vert: 15=-60 16=-60 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=50, 2-4=-42, 4-7=-32, 12-13=20, 11-12=30, 8-11=-20 Horz: 1-2=20, 2-3=-2, 7-8=21, 1-13=75 Concentrated Loads (lb) Vert: 15=-60 16=60 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=1, 2-4=-42, 4-7=-32, 12-13=-20, 11-12=-30, 8-11=-20 Horz: 1-2=-29, 2-3=-2, 7-8=-75, 1-13=-21 Concentrated Loads (lb) Vert: 15=60 16=-60 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1 st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=75, 2-4=69, 4-7=75, 12-13=-6, 11-12=-12, 8-11=6 Horz: 1-2=-93, 2-3=93, 7-8=68, 1-13=-68 Concentrated Loads (lb) Vert: 15=-60 16=-60 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=40, 2-4=34, 4-7=40, 12-13=-6, 11-12=12, 8-11=-6 Horz: 1-2=-58, 2-3=58, 7-8=68, 1-13=-68 Concentrated Loads (lb) Vert: 15=-60 16=-60 10) Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-4=-42, 4-7=-32, 12-13=-20, 11-12=-30, 8-11=-20 Horz: 1-2=2, 2-3=-2, 7-8=36, 1-13=-36 Concentrated Loads (lb) Vert: 15=60 16=-60 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-32, 2-4=-42, 4-7=-32, 12-13=-20, 11-12=-30, 8-11=-20 Horz: 1-2=2, 2-3=-2, 7-8=36, 1-13=-36 Concentrated Loads (lb) Vert: 15=60 16=-60 12) Dead +Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-30, 24=40, 4-7=30, 12-13=20, 11-12=-90, 8-11=-20 Concentrated Loads (lb) Vert: 15=-60 16=-60 13) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-30, 2-4=-40, 4-7=-30, 12-13=-20, 11-12=-90, 8-11=-20 Concentrated Loads (lb) Vert: 15=-60 16=-60 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 p �� building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing t V1iTe i(o is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ,Job Truss Truss Type City Ply McCoy Residence T14241438 J35141 B05 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:44 2018 Page 3 ID:XgMj2HgyRB8m_N IThDXoX2zySY3-vjmAEyjks_xadYel6NBO Dv3c4bJpkzW?pQ61Szz8jQP LOAD CASE(S) Standard 14) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=75, 2-4=-72, 4-7=-62, 12-13=-20, 11-12=-75, 8-11=-20 Horz: 1-2=15, 2-3=-2, 7-8=16, 1-13=57 Concentrated Loads (lb) Vert: 15=-60 16=-60 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-38, 2-4=-72, 4-7=-62, 12-13=-20, 11-12=-75, 8-11=-20 Horz: 1-2=-22, 2-3=2, 7-8=-57, 1-13=-16 Concentrated Loads (lb) Vert: 15=-60 16=-60 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=62, 2-4=-72, 4-7=-62, 12-13=20, 11-12=-75, 8-11=-20 Horz: 1-2=2, 2-3=-2, 7-8=27, 1-13=-27 Concentrated Loads (lb) Vert:15=-60 16=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=62, 24=-72, 4-7=-62, 12-13=20, 11-12=-75, 8-11=-20 Horz: 1-2=2, 2-3=-2, 7-8=27, 1-13=-27 Concentrated Loads (lb) Vert: 15=60 16=-60 18) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=70, 2-4=-80, 4-7=-70, 12-13=-20, 11-12=-30, 8-11=-20 Concentrated Loads (lb) Vert: 15=60 16=-60 19) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=30, 2-4=-80, 4-7=-70, 12-13=-20, 11-12=-30, 8-11=-20 Concentrated Loads (lb) Vert: 15=-60 16=60 20) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-70, 4-7=60, 12-13=-20, 11-12=-75, 8-11=-20 Concentrated Loads (lb) Vert:15=-60 16=-60 21) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=30, 2-4=-70, 4-7=-60, 12-13=-20, 11-12=-75, 8-11=-20 Concentrated Loads (lb) Vert:15=-60 16=-60 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,711.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall HVI building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �''�'��" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 job Truss Truss Type City Ply McCoy Residence T14241439 J35141 B06 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:45 2018 Page 1 I D:Xg Mj2 HgyRB Bm_NIThDXoX2zySY3-NvKYRI kMdl3RFi Dyg5id I7cnT?fITNA924sJ? Pz8jQO 5-2-2 6-21 10-4-0 14-5-12 18-2-14 22-0-0 r 5-2-2 1-0.2 4-1-12 4-1-12 3-9-2 3-9-2 5x10 = 3x6 I I Scale = 1:37.7 3x4 = 4x6 = 2x4 II 4x4 = 6.00 12 2 3 15 16 17 4 18 5 6 7 14 I I 4x4 = 6x6 = i 2x4 11 4x6 = 4x8 = 8 I I 5-2-2 6-2-4 145-12 18-2-14 22-0-0 5-2-2 1-0-2 8-3.8 3-9-2 3-9-2 Plate Offsets tX Y1— I2:0-3-12 0-2-121 I3:044.0-1-81I8:04-4.0-1-81.I12:0-3-0.0-441 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.17 11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.23 11-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Attic -0.08 11-12 1247 360 Weight: 147 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-2: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-14: 2x6 SP No.2 REACTIONS. (lb/size) 8=1109/Mechanical, 14=1133/0-8-0 Max Horz 14=340(LC 7) Max Uplift 8=831(LC 5). 14=617(LC 8) Max Grav 8=1211(LC 14), 14=1293(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1890/849, 2-3=-2168/1065, 3-4=-2138/1032, 4-6=1203/698, 6-7=-1203/698, 7-8=-1146/829, 1-14=-1232/625 BOT CHORD 13-14=430/406, 12-13=-914/1674, 11-12=-1177/2191, 9-11=-1177/2191 WEBS 2-13=-732/167, 2-12=-916/2145, 3-12=-1181/834, 4-11=0/464, 4-9=-1347/490, 6-9=-208/361, 7-9=-1012/1528, 1 A 3=-550/1363 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) Ceiling dead load (5.0 psf) on member(s). 2-3, 3-4 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 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 (jt=lb) 8=831,14=617. 1 11) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cert 6634 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 7WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. ° ,bullding ign valid for use only with MTek®wnnectars. This design is based only upon parameters shown, and is for an Individual building component, not uss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �t'rek° lways 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 job f Truss Truss Type Oty McCoy Residence �Ply T14241439 J35141 B06 ATTIC 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MTek Industries, Inc. Thu Jun 7 09:10:45 2018 Page 2 ID:XgMj2HgyRB8m NIThDXoX2zySY3-NvKYRIkMdl3RFiDyg5idi7cnT?flTNA924sJ?Pz6jQO LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-4=-80, 4-7=70, 12-14=20, 11-12=-30, 8-11=-20 Concentrated Loads (lb) Vert: 16=-60 17=-60 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-70, 4-7=60, 12-14=20, 11-12=-75, 8-11=-20 Concentrated Loads (lb) Vert: 16=-60 17=-60 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=30, 2-4=-40, 4-7=30, 12-14=40, 11-12=-30, 8-11=-40 Concentrated Loads (lb) Vert: 16=-60 17=-60 4) Dead + 0.6 MWFRS Wind (Pos. Intemal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=30, 2-4=89, 4-18=95, 7-18=50, 12-14=6, 11-12=-12, 8-11=-6 Horz: 1-2=-48, 2-3=113, 7-8=53, 1-14=44 Concentrated Loads (lb) Vert: 16=-60 17=-60 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=43, 2-15=44, 4-15=89, 4-7=95, 12-14=6, 11-12=-12, 8-11=-6 Horz: 1-2=-61, 2-3=68, 7-8=-44, 1-14=-53 Concentrated Loads (lb) Vert: 16=60 17=60 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 2-4=-42, 4-7=-32, 12-14=-20, 11-12=-30, 8-11=-20 Horz: 1-2=20, 2-3=-2, 7-8=21, 1-14=75 Concentrated Loads (lb) Vert: 16=-60 17=60 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=1, 2-4=42, 4-7=-32, 12-14=-20, 11-12=-30, 8-11=20 Horz: 1-2=-29, 2-3=-2, 7-8=-75, 1-14=-21 Concentrated Loads (lb) Vert: 16=60 17=60 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=75, 2-4=69, 4-7=75, 12-14=-6, 11-12=12, 8-11=-6 Horz: 1-2=-93, 2-3=93, 7-8=68, 1-14=-68 Concentrated Loads (lb) Vert: 16=60 17=60 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=40, 2-4=34, 4-7=40, 12-14=-6, 11-12=12, 8-11=6 Horz: 1-2=-58, 2-3=58, 7-8=68, 1-14=-68 Concentrated Loads (lb) Vert: 16=60 17=60 10) Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=32, 2-4=-42, 4-7=-32, 12-14=-20, 11-12=-30, 8-11=-20 Horz: 1-2=2, 2-3=-2, 7-8=36, 1-14=36 Concentrated Loads (lb) Vert: 16=60 17=60 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-4=-42, 4-7=32, 12-14=20, 11-12=-30, B-11=-20 Horz: 1-2=2, 2-3=2, 7-8=36, 1-14=-36 Concentrated Loads (lb) Vert: 16=60 17=-60 12) Dead +Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=30, 24=40, 4-7=30, 12-14=-20, 11-12=90, 8-11=-20 Concentrated Loads (lb) Vert: 16=-60 17=-60 13) Dead: Lumber Increase=1.00, Plate Increase=1.0D Uniform Loads (plf) Vert: 1-2=-30, 2-4=-40, 4-7=-30, 12-14=-20, 11-12=90, 8-11=-20 Concentrated Loads (lb) Vert:16=-60 17=-60 WARNING - Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall r� err building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 'y' iTe 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 ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence i T14241439 J35141 B06 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:45 2018 Page 3 I D:Xg Mj2 HgyRB8m_N ITh DXoX2zySY3-N vKYRIkMd 13RFiDyg5idl7cnT?f1TNA924sJ?Pz8j QO LOAD CASE(S) Standard 14) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0,75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-75, 2-4=-72, 4-7=62, 12-14=20, 11-12=75, 8-11=-20 Horz: 1-2=15, 2-3=-2, 7-8=16, 1-14=57 Concentrated Loads (lb) Vert: 16=60 17=60 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-38, 2-4=-72, 4-7=-62, 12-14=20, 11-12=-75, 8-11=-20 Horz: 1-2=-22, 2-3=2, 7-8=-57, 1-14=-16 Concentrated Loads (lb) Vert: 16=-60 17=60 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) list Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-62, 2-4=-72, 4-7=-62, 12-14=-20, 11-12=-75, 8-11=-20 Horz: 1-2=2, 2-3=-2, 7-8=27, 1-14=27 Concentrated Loads (lb) Vert: 16=60 17=60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor+ 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-62, 2-4=-72, 4-7=62, 12-14=20, 11-12=75, 8-11=-20 Horz: 1-2=2, 2-3=2, 7-8=27, 1-14=27 Concentrated Loads (lb) Vert: 16=60 17=-60 18) 1 st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-4=-80, 4-7=-70, 12-14=20, 11-12=30, 8-11=-20 Concentrated Loads (lb) Vert: 16=60 17=60 19) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=30, 2-4=-80, 4-7=-70, 12-14=20, 11-12=30, 8-11=-20 Concentrated Loads (lb) Vert: 16=60 17=60 20) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=60, 2-4=-70, 4-7=60, 12-14=20, 11-12=75, 8-11=-20 Concentrated Loads (lb) Vert: 16=60 17=60 21) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=30, 24=40, 4-7=-60, 12-14=-20, 11-12=75, 8-11=-20 Concentrated Loads (lb) Vert: 16=60 17=60 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 4 M I'�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 ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 4ob i Truss Truss Type Qty Ply McCoy Residence T14241440 J35141 B07 ATTIC 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:46 2018 Page 1 ID:Xg Mj2HgyRB8m_N IThDXoX2zySY3-r5uwfel_ObBltso8Eo Esl K8yF P?SCgfl HkbsXrz8j QN 5 1-2 6-2 4 10�-0 14-5-12 18 2-14 _ _ 22-M r 5-1-2 1-1-2 4-1-12 4-1-12 3-9-2 3-9-2 8x8 = 3x6 II Scale=1:37.7 3x4 = 46 = 2x4 11 44 = 6.00 12 2 3 15 16 17 4 18 5 6 7 3x M I 14 ,., 4x6 = 8. 3x8 II 4x4 = 2x4 I 4x8 = 3x6 II 10x10 = 5-1 2 6 2-4 145-12 18-2-14 22-0-0 -._2 �.,e one toe LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(ILL) 0.17 11 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.23 11-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Attic -0.08 11-12 1253 360 LUMBER - TOP CHORD 2x6 SP No.2 *Except* 1-2: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 `Except* 1-14: 2x6 SP No.2 REACTIONS. (lb/size) 8=1109/Mechanical, 14=1134/0-8-0 Max Horz 14=335(LC 7) Max Uplift 8=831(LC 5), 14=617(LC 8) Max Grav 8=1211(LC 14), 14=1293(LC 14) PLATES GRIP MT20 244/190 Weight: 146 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1879/847, 2-3=2192/1074, 3-4=-2166/1045, 4-6=12161704, 6-7=-12161704, 7-8=1146/829, 1-14=-1227/623 BOT CHORD 13-14=-427/407, 12-13=907/1663, 11-12=-1188/2218, 9-11=1188/2218 WEBS 2-13=720/175, 2-12=-901/2097, 3-12=1136/806. 4-11=01464, 4-9=1358/498, 6-9=206/360, 7-9=1018/1537, 1-13=-551/1347 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) Ceiling dead load (5.0 psf) on member(s). 2-3, 3-4 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 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) 8=831, 14=617. 11) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.88182 MiTek USA, Inc: FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 tinu WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedy the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iT®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 ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 glob Truss Truss Type Qty Ply McCoy Residence T14241440 J35141 B07 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=70, 2-4=-80, 4-7=70, Concentrated Loads (Ib) Vert: 16=60 17=-60 12-14=20, 11-12=-30, 8-11=-20 8.220 s May 24 2U18 MI I eK Industries, Inc. I nu Jun I UU:l U:46 zuitf Page 2 ID:XgMj2HgyRB8m_N IThDXoX2zySY3-r5uwfel_Ob Bltso8Eo Esl K8yFP7S Cgfl HkbsXrz8jQ N WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicabil'dy of design parameters and properly incorporate this design Into the overall Net 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 ANSUTPH quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jpb / Truss Truss Type Qly Ply McCoy Residence T14241441 J35141 B08 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:47 2018 Page 1 I D:Xg Mj2HgyRB 8m_N IThDXoX2zySY3-JHSls_mc9vJ9 UONKn WI5rYh3Oo LVxHsSVOLQ3lz8jQM 2A 5-0-2 6-2 4 10A-0 14-512 18-2-14 22-0-0 2 4-0 5-0-2 1-2-2 4-1-12 4-1-12 3-9-2 3-9-2 Scale=1:42.1 5x10 = 3x6 11 4 19 20 2122 3x4 = 4x6 = 2x4 II 4x4 = 4x6 tx4 II 3x6 II 4x4 = 6x6 = 2x4 II 4x8 = 3x6 II 5-0-2 6-2- 145-12 i 18-2-14 _ 22-0-0 i 5-0-2 1-2-2 8-3-8 3-9-2 3-9-2 Plate Offsets KY)- 12:0-1-12 0-1-81 r3:0-4-4 0-2-121 14:0-4-4 0-1-81 19:0-4-4 0-1-81 f13:0-3-0 0-4-41 f15:0-4-4.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.17 12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.23 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.79 Horz(CT) 0.03 9 file n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Attic -0.08 12-13 1256 360 Weight: 154 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 `Except* 2-15: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=1100/Mechanical, 15=1319/0-8-0 Max Horz 15=387(LC 7) Max Uplift 9=-827(LC 5), 15=-928(LC 8) Max Grav 9=1201(LC 14), 15=1461(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=18191786, 3-4=-2188/1074, 4-5=2162/1048, 5-7=-1226/708, 7-8=-1226/708, 8-9=1138/825, 2-15=-1391/935 BOT CHORD 14-15=-392/278, 13-14=880/1599, 12-13=-1189/2214, 10-12=-118912214 WEBS 3-14=721/185, 3-13=-915/2087, 4-13=-1118/802, 5-12=0/460, 5-10=-1336/448, 7-10=-208/362,8-10=-1020/1537,2-14=-607/1386 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-5 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) 9=827,15=928. 11) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. Joaquin Velez PE No.68182 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USAJnc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 69D4 Parke East Blvd. Tampa FL 33610 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Date: June 7,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-7473 rev. 10/03/2015,BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall 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 ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jop t Truss Truss Type City Ply McCoy Residence T14241441 J35141 BOB ATTIC 1 1 ' Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:47 2018 Page 2 ID:XgMj2HgyRB8m NIThDXoX2zySY3-JHSls_mc9vJ9UONKnW15rYh3CoLVxHsSVOLQ3lz8jQM LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-3=-70, 3-5=-80, 5-8=70, 13-15=20, 12-13=30, 9-12=20 Concentrated Loads (lb) Vert: 20=60 21=-60 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=60, 2-3=-60, 3-5=70, 5-8=60, 13-15=20, 12-13=75, 9-12=-20 Concentrated Loads (lb) Vert: 20=60 21=60 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=30, 2-3=-30, 3-5=-40, 5-8=-30, 13-15=40, 12-13=30, 9-12=40 Concentrated Loads (lb) Vert: 20=-60 21=-60 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=74, 2-3=30, 3-22=89, 5-22=44, 5-8=50, 13-15=-6, 12-13=12, 9-12=-6 Harz: 1-2=-92, 2-3=-48, 3-4=113, 8-9=53, 2-15=44 Concentrated Loads (lb) Vert: 20=60 21=-60 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=27, 2-3=43, 3-19=44, 5-19=89, 5-8=95, 13-15=-6, 12-13=12, 9-12=-6 Harz: 1-2=45, 2-3=-61, 3-4=68, 8-9=44, 2-15=-53 Concentrated Loads (lb) Vert: 20=60 21=60 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-3=-50, 3-5=42, 5-8=-32, 13-15=-20, 12-13=30, 9-12=20 Harz: 1-2=5, 2-3=20, 3-4=-2, 8-9=21, 2-15=75 Concentrated Loads (lb) Vert: 20=60 21=60 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-3=-1, 3-5=42, 5-8=-32, 13-15=20, 12-13=30, 9-12=-20 Harz: 1-2=45, 2-3=29, 3-4=2, 8-9=75, 2-15=-21 Concentrated Loads (lb) Vert: 20=-60 21=60 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=119, 2-3=75, 3-5=69, 5-8=75, 13-15=6, 12-13=12, 9-12=6 Harz: 1-2=-137, 2-3=-93, 3-4=93, 8-9=68, 2-15=68 Concentrated Loads (lb) Vert: 20=60 21=60 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=84, 2-3=40, 3-5=34, 5-8=40, 13-15=-6, 12-13=12, 9-12=-6 Harz: 1-2=-102, 2-3=-58, 3-4=58, 8-9=68, 2-15=68 Concentrated Loads (lb) Vert: 20=-60 21=-60 10) Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-17, 2-3=-32, 3-5=-42, 5-8=-32, 13-15=20, 12-13=-30, 9-12=-20 Harz: 1-2=-13, 2-3=2, 3-4=-2, 8-9=36, 2-15=36 Concentrated Loads (lb) Vert: 20=-60 21=-60 11) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-3=-32, 3-5=42, 5-8=32, 13-15=20, 12-13=30, 9-12=20 Harz: 1-2=-13, 2-3=2, 34=2, 8-9=36, 2-15=-36 Concentrated Loads (lb) Vert: 20=-60 21=60 12) Dead +Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=30, 2-3=-30, 3-5=-40, 5-8=-30, 13-15=20, 12-13=-90, 9-12=20 Concentrated Loads (lb) Vert: 20=60 21=60 13) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=30, 2-3=-30, 3-5=40, 5-8=-30, 13-15=-20, 12-13=-90, 9-12=20 Concentrated Loads (lb) Vert: 20=60 21=60 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MrekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ��-���•YYY building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the piTek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jop Truss Truss Type Qty Ply McCoy Residence r T14241441 J35141 B08 ATTIC 1 1 Job Referenceo tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MTek Industries, Inc. Thu Jun 7 09:10:47 2018 Page 3 ID:XgMj2HgyRB8m NIThDXoX2zySY3-JHSIs_mc9vJ9UONKnWN5rYh30oLVxHsSVOLQ3lz8jQM LOAD CASE(S) Standard 14) Dead + 0.76 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=63, 2-3=-75, 3-5=72, 5-8=62, 13-15=20, 12-13=75, 9-12=20 Horz: 1-2=3, 2-3=15, 3-4=-2, 8-9=16, 2-15=57 Concentrated Loads (lb) Vert: 20=60 21=60 15) Dead + 0.75 Roof Live (bal.) + 0,75 Attic Floor + 0.75(0.6 MWWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-3=-38, 3-5=72, 5-8=-62, 13-15=-20, 12-13=-75, 9-12=-20 Horz: 1-2=-34, 2-3=22, 3-4=2, 8-9=-57, 2-15=16 Concentrated Loads (lb) Vert: 20=60 21=60 16) Dead +0.75 Roof Live (bal.) +0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 2-3=-62, 3-5=-72, 5-8=62, 13-15=-20, 12-13=75, 9-12=-20 Horz: 1-2=-10, 2-3=2, 3-4=2, 8-9=27, 2-15=27 Concentrated Loads (lb) Vert: 20=60 21=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=50, 2-3=62, 3-5=72, 5-8=62, 13-15=-20, 12-13=-75, 9-12=20 Horz: 1-2=-10, 2-3=2, 3-4=2, 8-9=27, 2-15=-27 Concentrated Loads (lb) Vert: 20=-60 21=60 18) 1 st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-5=80, 5-8=-70, 13-15=-20, 12-13=-30, 9-12=-20 Concentrated Loads (lb) Vert: 20=-60 21=-60 19) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=30, 2-3=-30, 3-5=80, 5-8=-70, 13-15=20, 12-13=30, 9-12=-20 Concentrated Loads (lb) Vert: 20=60 21=-60 20) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=60, 2-3=-60, 3-5=70, 5-8=60, 13-15=20, 12-13=75, 9-12=20 Concentrated Loads (lb) Vert: 20=60 21=60 21) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=30, 2-3=-30, 3-5=-70, 5-8=-60, 13-15=-20, 12-13=-75, 9-12=-20 Concentrated Loads (lb) Vert: 20=60 21=-60 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 t� �p� building design, Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 'y, iTek• Is always required for stability and to prevent collapse with possible personal Injury and properly damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jqb Truss Truss Type City Ply McCoy Residence T14241442 J35141 B09 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:48 2018 Page 1 ID:XgMj2HgyRBBm NIThDXoX2zySY3-nUOg3KmEwDR069yXLDGKNIEEIChggklbk24zbkz8jQL 24-0 , 4-11-2 6-2 4 , 10�4-0 14-5-12 18-2-14 22-0-0 2-0-0 4-11-2 1-3-2 41-12 4-1-12 3-9-2 3-9-2 Scale=1:42.1 7x8 = 3x6 II 3 4 19 20 2122 3x4 = 46 = 2x4 II 4x4 = a 1x4 II 3x6 II 4x4 = 8x8 = 2x4 II 4x6 = 4x8 = 3x6 II , 4-11-2 6-2.4 14-5-12 18-2-14 22-0-0 4-'11-2 1�-2 8-3-8 3-9-2 3-9-2 Plate Offsets (X Y)— 12:0-1-12 0-1-81 13:0-2-12 0-3-81 14:0-4-4,0-1-81.f9:0-4-4.0-1-81 f13:0-3-8 0-4-41 f15:0-4-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.18 12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.23 12-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017IrP12014 Matrix -AS Attic -0.08 12-13 1256 360 Weight: 153 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-15: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 9=1100/Mechanical, 15=132010-8-0 Max Horz 15=382(LC 7) Max Uplift 9=B26(LC 5), 15=928(LC 8) Max Grav 9=1201(LC 14),15=1461(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1808/782, 3-4=-2214/1085, 4-5=-2190/1061, 5-7=12411718, 7-8=-1241/718, 8-9=1137/825, 2-15=-1387/933 BOT CHORD 14-15=-387/274, 13-14=-874/1589, 12-13=-1200/2241, 10-12=-1200/2241 WEBS 3-14=-706/190, 3-13=-902/2047, 4-13=1083/779, 5-12=0/461, 5-10=1346/449, 7-10=-207/362, 8-10=-1027/1547, 2-14=610/1377 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18: MWFRS (directional); end vertical 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-5 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) 9=826,15=928. 11) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10. 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. Joaquin Velez,PE No.68182 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MIT& USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd.Iampa.FL 33610 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Date: June 7,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/1015 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 rt � building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply McCoy Residence T14241442 J35141 B09 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:48 2U18 Page 2 I D:XgMj2 HgyRB8m_N IThDXoX2zySY3-n UOg3KmEwD R069yXL D GKN IEEIChggkl bk24zbkz8j Q L LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-5=-80, 5-8=-70, 13-15=-20, 12-13=-30, 9-12=20 Concentrated Loads (Ib) Vert: 20=60 21=60 2) Dead + 0.75 Roof Live (balanced) + 0.75 At Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=60, 2-3=-60, 3-5=-70, 5-8=60, 13-15=20, 12-13=75, 9-12=-20 Concentrated Loads (lb) Vert: 20=60 21=60 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-30, 3-5=40, 5-8=-30, 13-15=40, 12-13=30, 9-12=40 Concentrated Loads (lb) Vert: 20=60 21=-60 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=74, 2-3=30, 3-22=89, 5-22=44, 5-8=50, 13-15=-6, 12-13=-12, 9-12=-6 Horz: 1-2=-92, 2-3=48, 34=113, 8-9=53, 2-15=44 Concentrated Loads (lb) Vert: 20=60 21=60 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=27, 2-3=43, 3-19=44, 5-19=89, 5-8=95, 13-15=-6, 12-13=12, 9-12=6 Horz: 1-2=45, 2-3=61, 3-4=68, 8-9=44, 2-15=-53 Concentrated Loads (lb) Vert: 20=60 21=60 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=-50, 3-5=42, 5-8=32, 13-15=20, 12-13=30, 9-12=-20 Horz: 1-2=5, 2-3=20, 3-4=-2, 8-9=21, 2-15=75 Concentrated Loads (lb) Vert: 20=60 21=60 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-3=-1, 3-5=42, 5-8=-32, 13-15=20, 12-13=-30, 9-12=-20 Horz: 1-2=45, 2-3=29, 3-4=-2, 8-9=75, 2-15=-21 Concentrated Loads (lb) Vert: 20=60 21=60 8) Dead +0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=119, 2-3=75, 3-5=69, 5-8=75, 13-15=-6, 12-13=-12. 9-12=-6 Horz: 1-2=-137, 2-3=93, 3-4=93, 8-9=68, 2-15=68 Concentrated Loads (lb) Vert: 20=-60 21=-60 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=84, 2-3=40, 3-5=34, 5-8=40, 13-15=6, 12-13=12, 9-12=-6 Horz: 1-2=-102, 2-3=58, 3-4=58, 8-9=68, 2-15=68 Concentrated Loads (lb) Vert: 20=60 21=60 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-3=-32, 3-5=42, 5-8=-32, 13-15=20, 12-13=-30, 9-12=20 Horz: 1-2=-13, 2-3=2, 3-4=2, 8-9=36, 2-15=-36 Concentrated Loads (lb) Vert: 20=60 21=60 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17. 2-3=-32, 3-5=42, 5-8=32, 13-15=20, 12-13=-30, 9-12=20 Horz: 1-2=-13, 2-3=2, 3-4=-2, 8-9=36, 2-15=36 Concentrated Loads (lb) Vert: 20=60 21=60 12) Dead + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=30, 2-3=-30, 3-5=40, 5-8=-30, 13-15=20, 12-13=90, 9-12=-20 Concentrated Loads (Ib) Vert: 20=-60 21=-60 13) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=30, 2-3=-30, 3-5=-40, 5-8=-30, 13-15=-20, 12-13=90, 9-12=-20 Concentrated Loads (lb) Vert: 20=-60 21=-60 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply McCoy Residence I T14241442 J35141 B09 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:48 2018 Page 3 I D:XgMj2 HgyRB8m_NIThDXoX2zySY3-n UOg3 KmEwDR069yXL DGKNIEEIC hggklbk24zbkz8j Q L LOAD CASE(S) Standard 14) Dead + 0.75 Roof Live (bat.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-63, 2-3=-75, 3-5=-72, 5-8=62, 13-15=-20, 12-13=75, 9-12=-20 Horz: 1-2=3, 2-3=15, 3-4=-2, 8-9=16, 2-15=57 Concentrated Loads (lb) Vert: 20=-60 21=-60 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 2-3=-38, 3-5=72, 5-8=62, 13-15=20, 12-13=75, 9-12=-20 Horz: 1-2=-34, 2-3=22, 34=2, 8-9=57, 2-15=16 Concentrated Loads (lb) Vert: 20=60 21=60 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1 st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 2-3=-62, 3-5=-72, 5-8=-62, 13-15=-20, 12-13=-75, 9-12=20 Horz: 1-2=-10, 2-3=2, 3-4=2, 8-9=27, 2-15=27 Concentrated Loads (lb) Vert: 20=60 21=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=50, 2-3=-62, 3-5=72, 5-8=62, 13-15=20, 12-13=75, 9-12=20 Horz: 1-2=-10, 2-3=2, 3-4=-2, 8-9=27, 2-15=-27 Concentrated Loads (lb) Vert: 20=60 21=60 18) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-2=70, 2-3=-70, 3-5=-80, 5-8=70, 13-15=-20, 12-13=-30, 9-12=-20 Concentrated Loads (Ib) Vert: 20=60 21=-60 19) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-30, 3-5=-80, 5-8=-70, 13-15=-20, 12-13=30, 9-12=-20 Concentrated Loads (lb) Vert: 20=-60 21=60 20) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=60, 2-3=-60, 3-5=70, 5-8=60, 13-15=-20, 12-13=75, 9-12=-20 Concentrated Loads (lb) Vert: 20=-60 21=-60 21) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=30, 2-3=-30, 3-5=70, 5-8=-60, 13-15=20, 12-13=75, 9-12=20 Concentrated Loads (lb) Vert: 20=-60 21=-60 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and prop edy incorporate this design into the overall p qr t building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYYiTek• 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 ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply McCoy Residence r T14241443 J35141 B10 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:49 2018 Page 1 I D:XgMj2HgyRB8m_NI ThDXoX2zySY3-FgZ3 Hg nsh WZskJXjvxnZwzmPVcOrPBjlziq W8Az8j Q K 2 4-0 - 4-10-2 6-2 4 10-4-0 14-1 2 18-2-14 22-0.0 2� 4-10-21 4-2 4-1-12 4-1-12 3-9-2 3-9-2 Scale = 1:42.1 1x4 6x8 = 3x6 II 3 4 19 20 2122 3x4 = 4x6 = 2x4 II 4x4 = 4x6 1x4 II 3x6 II 4x4 = 8x8 = 2x4 II = 4x8 = 3x6 II 4-10-2 18-2-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.18 12 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.23 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.77 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017/TPl2014 Matrix -AS Attic -0.08 12-13 1255 360 LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 2x4 SP No.3 *Except* 2-15: 2x6 SP No.2 2x4 SP No.3 BOT CHORD WEBS OTHERS REACTIONS. (lb/size) 9=1100/Mechanical, 15=1320/0-8-0 Max Horz 15=378(LC 7) Max Uplift 9=-826(LC 5), 15=927(1_C 8) Max Grav 9=1201(LC 14), 15=1461(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1798/779, 3-4=-2240/1096, 4-5=-2219/1075, 5-7=-1255/729, 7-8=-1255/729, 8-9=1137/825, 2-15=-1383/932 BOT CHORD 14-15=382/270, 13-14=867/1579, 12-13=-1212/2269, 10-12=-1212/2269 WEBS 3-14=-691/194, 3-13=-891/2013, 4-13=1051/759, 5-12=0/461, 5-10=-1356/451, 7-10=-205/362,8-10=-1033/1558,2-14=-614/1369 22-0-0 392 PLATES GRIP MT20 244/190 Weight: 153 lb FT = 0% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-5 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 (jt=lb) 9=826,15=927. 11) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 e A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply MCCoy Residence i T14241443 J35141 B10 ATTIC 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:49 2018 Page 2 ID:XgMj2HgyRB8m_NIThDXoX2zySY3-FgZ3HgnshWZskJXjvxnZwzmPVcOrPBjlziq W8Az8jQK LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-3=-70, 3-5=80, 5-8=70, 13-15=20, 12-13=30, 9-12=20 Concentrated Loads (lb) Vert: 20=60 21=60 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-2=60, 2-3=-60, 3-5=-70, 5-8=60, 13-15=20, 12-13=75, 9-12=20 Concentrated Loads (lb) Vert: 20=60 21=60 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=30, 2-3=-30, 3-5=40, 5-8=30, 13-15=-40, 12-13=-30, 9-12=-40 Concentrated Loads (lb) Vert: 20=-60 21=-60 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=74, 2-3=30, 3-22=89, 5-22=44, 5-8=50, 13-15=-6, 12-13=-12, 9-12=6 Horz: 1-2=-92, 2-3=-48, 3-4=113, 8-9=53, 2-15=44 Concentrated Loads (lb) Vert: 20=-60 21=-60 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=27, 2-3=43, 3-19=44, 5-19=89, 5-8=95, 13-15=-6. 12-13=12, 9-12=6 Horz: 1-2=45, 2-3=61, 3-4=68, 8-9=-44, 2-15=53 Concentrated Loads (lb) Vert: 20=60 21=60 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=-50, 3-5=42, 5-8=32, 13-15=20, 12-13=30, 9-12= 20 Horz: 1-2=5, 2-3=20, 3-4=-2, 8-9=21, 2-15=75 Concentrated Loads (lb) Vert: 20=-60 21=60 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-3=-1, 3-5=-42, 5-8=-32, 13-15=20, 12-13=-30, 9-12=-20 Horz: 1-2=-45, 2-3=29, 3-4=2, 8-9=75, 2-15=-21 Concentrated Loads (lb) Vert: 20=60 21=-60 8) Dead +0.6 MWFRS Wind (Pos. Internal) list Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=119, 2-3=75, 3-5=69, 5-8=75, 13-15=6, 12-13=-12, 9-12=-6 Horz: 1-2=-137, 2-3=-93, 3-4=93, 8-9=68, 2-15=-68 Concentrated Loads (lb) Vert: 20=-60 21=-60 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=84, 2-3=40, 3-5=34, 5-8=40, 13-15=-6, 12-13=-12, 9-12=-6 Horz: 1-2=-102, 2-3=-58, 3-4=58, 8-9=68, 2-15=-68 Concentrated Loads (lb) Vert: 20=-60 21=-60 10) Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-17, 2-3=-32, 3-5=-42, 5-8=32, 13-15=20, 12-13=30, 9-12=-20 Horz: 1-2=-13, 2-3=2, 3-4=-2, 8-9=36, 2-15=-36 Concentrated Loads (lb) Vert: 20=60 21=60 11) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Un'Ifonn Loads (pif) Vert: 1-2=17, 2-3=-32, 3-5=42, 5-8=32, 13-15=20, 12-13=-30, 9-12=20 Horz: 1-2=-13, 2-3=2, 3-4=2, 8-9=36, 2-15=36 . Concentrated Loads (lb) Vert: 20=60 21=-60 12) Dead + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-30, 3-5=40, 5-8=30, 13-15=20, 12-13=-90, 9-12=-20 Concentrated Loads (lb) Vert: 20=60 21=-60 13) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=30, 2-3=-30, 3-5=-40, 5-8=-30, 13-15=20, 12-13=-90, 9-12=-20 Concentrated Loads (lb) Vert: 20=-60 21=-60 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall r► �� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVliTe k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply McCoy Residence T14241443 J35141 B10 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:49 ZU15 Page 3 I D:XgMj2HgyRB Bm_NIThDXoX2zySY3-FgZ3Hgnsh WZskJXjvxnZwzmPVcOrP Bjlziq WBAz8jQK LOAD CASE(S) Standard 14) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=63, 2-3=-75, 3-5=72, 5-8=-62, 13-15=20, 12-13=-75, 9-12=20 Horz: 1-2=3, 2-3=15, 3-4=-2, 8-9=16, 2-15=57 Concentrated Loads (lb) Vert: 20=60 21=60 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-3=-38, 3-5=-72, 5-8=62, 13-15=-20, 12-13=-75, 9-12=20 Horz: 1-2=-34, 2-3=-22, 3-4=-2, 8-9=-57, 2-15=16 Concentrated Loads (lb) Vert: 20=-60 21=-60 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1 st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=50, 2-3=-62, 3-5=72, 5-8=-62, 13-15=20, 12-13=-75, 9-12=20 Horz: 1-2=-10, 2-3=2, 3-4=-2, 8-9=27, 2-15=27 Concentrated Loads (lb) Vert: 20=-60 21=60 17) Dead +0.75 Roof Live (bal.) +0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-50, 2-3=-62, 3-5=-72, 5-8=62, 13-15=20, 12-13=75, 9-12=20 Horz: 1-2=-10, 2-3=2, 34=2, 8-9=27, 2-15=-27 Concentrated Loads (lb) Vert: 20=60 21=60 18) 1 st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-3=-70, 3-5=80, 5-8=70, 13-15=20, 12-13=30, 9-12=20 Concentrated Loads (lb) Vert: 20=-60 21=-60 19) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) - Vert: 1-2=30, 2-3=-30, 3-5=80, 5-8=70, 13-15=-20, 12-13=30, 9-12=-20 Concentrated Loads (lb) Vert: 20=60 21=-60 20) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=60, 2-3=-60, 3-5=-70, 5-8=-60, 13-15=-20, 12-13=-75, 9-12=-20 Concentrated Loads (lb) Vert: 20=60 21=60 21) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-30, 3-5=-70, 5-8=-60, 13-15=20, 12-13=-75, 9-12=-20 Concentrated Loads (lb) Vert: 20=60 21=60 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jots i Truss Truss Type City Ply McCoy Residence T14241444 J35141 B11G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:50 2018 Page 1 ID:XgMj2HgyRBBm_NIThDXoX2zySY3-js7RUOoVSgijLT6vTeloSAJZaOM48bcuCMZ4gdz8jQJ 24-0 4-9-2 11-0-0 17-2-14 22-0-0 2-4, 4-9-2 6-2-14 6-2-14 4-9-2 Scale = 1:42.1 4x8 M18SHS = NAILED NAILED 16 17 NAILED 1x4 II NAILED 4 18 NAILED 19 4X8 M18SHS = 1x4 II 3x6 II 5x5 = NAILED 3x8 = 4x4 = 5x5 = 3X6 II NAILED NAILED 4-9-2 11-M 17-2-14 22-0-0 4-9-2 6-2-14 6-2-14 4-9-2 Plate Offsets (X Y)— 13:0-5-4 0-2-01 14.0-2-8 0-0-81 15:0-540-2-01 18:0-2-8 0-2-01 111:0-2-8 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.47 8-10 >554 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) 0.38 8-10 >675 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(CT) -0.05 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 124 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins, 3-5: 2x4 SP 285OF 1.8E except end verticals. BOT CHORD 2x4 SP 285OF 1.8E *Except* BOT CHORD Rigid ceiling directly applied. 7-9: 2x4 SP No.1 WEBS 1 Row at midpt 3-10, 5-10 WEBS 2x4 SP No.3 `Except' 2-12: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=1828/0-8-0, 7=1626/Mechanical Max Horz 12=261(LC 7) Max Uplift 12=A983(LC 8), 7=1648(LC 8) Max Grav 12=1839(LC 29), 7=1660(LC 30) } FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2440/2505, 3-4=-3480/3799, 4-5=-3480/3799, 5-6=2504/2576, 2-12=-1849/2059, 6-7=1668/1721 BOTCHORD 10-11=-2141/2199,8-10=-2194/2179 WEBS 3-11=120/279, 3-10=-1738/1609, 4-10=-742/869, 5-10=-1679/1556, 5-8=107/269, 2-11=-2256/2162, 6-8=2200/2132 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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 will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 12=1983, 7=1648. 10) "NAILED" indicates 3-10d (0.148"xY) or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 426 lb down and 571 lb up at Joaquin Velez PE No.68182 7-0-0, and 426 lb down and 571 lb up at 14-11-4 on bottom chord. The design/selection of such connection device(s) is the MiTek USA, Inc. FL Cert 6634 responsibility of others. 6904 Parka East Blvd. Tampa FL 33610 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Date: June 7,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with 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 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 ANSffTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instilute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T14241444 J35141 B11 G Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:50 2U18 Page 2 ID:XgMj2HgyRB8m_NIThDXoX2zySY3-js7RU0oVSgijLT6vTeloSAJZaOM48bcuCMZ4gdz8jQJ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-5=70, 5-6=-70, 7-12=20 Concentrated Loads (lb) Vert: 10=112(B) 4=67(B) 16=-67(B) 17=-67(B) 18=67(B) 19=-67(B) 20=331(B) 21=-112(B) 22=112(B) 23=331(13) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p q� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing il�iTe 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City McCoy Residence [ly T14241445 J35141 C01 G Roof Special Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:51 2018 Page 1 ID:XgMj2HgyRB8m_NIThDXoX2zySY3-C3hpiMp7D8gazdh5OLp1?OskKQkyt2slQOJdC3z8jQl 5-2-11 10-4-9 15-6-7 20-4-0 22to 5-2-11 5-1-14 5-1-14 4-9-9 241 0.25112 4X6 = NAILED NAILED NAILED NAILED 3x4 = 6.00 12 2 16 17 18 3 19 NAILED 5x8 = 20 421 12 r u „ 3x6 II 5x8 = NAILED 5x5 = 4x4 = 5x5 = Us II 5-2-11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 TCDL 15.0 Lumber DOL 1.25 BC 0.89 BCLL 0.0 Rep Stress Incr NO WB 0.98 BCDL 10.0 Code FBC2017fTP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except* 2-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 1-12,5-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=1485/0-8-0, 7=1685/0-8-0 Max Horz 12=268(LC 6) Max Uplift 12=-1548(LC 8), 7=1894(LC 8) Max Grav 12=1574(LC 29), 7=1758(LC 30) NAILED NAILED 20-4-0 Scale=1:39.6 DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) 0.32 8-10 >756 240 MT20 244/190 Vert(CT) 0.27 8-10 >885 180 Horz(CT) -0.04 7 n/a n/a Weight: 118 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-10-2 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2333/2386, 2-3=-2101/2281, 3-4=-3027/3310,4-5=-2288/2336,1-12=-1548/1592, 5-7=1750/1951 BOT CHORD 11-12=182/349, 10-11=2998/3127, 8-10=-1847/2026, 7-8=8/264 WEBS 2-11=765/757, 3-11=-1241/1367, 3-10=-275/472, 4-10=1379/1305, 1-11=-1955/1920, 5-8=-2050/2009 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) 12=1548,7=1894. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 414 lb down and 538 lb up at 7-0-0, and 474 lb down and 569 lb up at 13-3-4 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 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1114II.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not moo 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' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply oy Residence t T14241445 Fml J35141 C01 G Roof Special Girder 1 1 Reference o floral East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:52 2018 Page 2 I D:Xg Mj2HgyRB8m_N ITh DXoX2zySY3-gFF Bvhpl_RyRbnFl a3KGYbOv4p4 BcV6Bff2 BIVz8jQH LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-70, 2-4=-70, 4-5=70, 5-6=70, 7-12=20 Concentrated Loads (lb) Vert: 3=56(F) 10=-123(F) 16=-52(F) 18=-55(F) 19=58(F) 20=-61(F) 22=280(F) 23=125(F) 24=121(F) 25=-275(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■• Y■ building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mi l*ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence r T14241446 J35141 CO2 Roof Special 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:52 2018 Page 1 ID:XgMj2 HgyRB Bm_NIThDXoX2zySY3-gF FBvh pl_RyRbn FI a3KGYbOxYpC FcfeBff2BNz8j Q H 5-2-11 10.4-9 15.6-7 2--4-0 22-8-0 5 2-11 5-1-14 5-1-14 4-9-9 2 4-0 6.00 12 Scale = 1:40.0 0.25112 4x6 = 3x4 = 2 16 3 4x8 = 174 12 3x4 = 3x6 II 4x8 = 3x4 = 4x4 = 3x6 II 1x4 II 5-2-11 10-4-9 15.6-7 20-4-0 5-2-11 5-1-14 5-1-14 4-9-9 LOADING (psf)i SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.09 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.09 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 118 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 5-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=887/Mechanical, 7=1084/0-8-0 Max Horz 12=265(LC 6) Max Uplift 12=-671(LC 8), 7=-999(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1209/924, 2-3=1027/924, 3-4=-1355/1229, 4-5=-1152/896, 1-12=-830/680, 5-7=1034/1007 BOT CHORD 11-12=167/372, 10-11=-976/1351, 8-10=-597/952, 7-8=4/264 WEBS 2-11=1241269, 3-11=-454/471, 3-1 0=-1 61/269, 4-10=449/482, 1-11=-674/839, 5-8=-764/980 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=241t; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=671,7=999. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. r Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, notNot 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 ANSIfTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence y T14241447 J35141 MG01 Monopitch Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:53 2018 Page 1 ID:XgMj2HgyRB8m_NIThDXoX2zySY3-8RpZ7lgNkl41CxgU8msV4pxB8DY_L4iKuJokHxz8jQG 2-6-0 5-0-0 , 2-6-0 2-6-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/rP12014 3x4 3 6 O%e 3x8 11 US 11 HUS26 2-6-0 5-0-0 21-0 2.6-0 CSI. DEFL. in (loc) I/deft Ud TC 0.46 Vert(LL) 0.02 4-5 >999 240 BC 0.34 Vert(CT) -0.02 4-5 >999 180 WB 0.45 Horz(CT) -0.00 4 n/a n/a Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 1-6: 2x6 SP No.2 REACTIONS. (lb/size) 4=1420/Mechanical, 6=736/0-8-0 Max Horz 6=328(LC 7) Max Uplift 4=1141(LC 5), 6=545(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=805/618, 2-3=819/750, 34=-676/587, 1-6=694/527 BOT CHORD 5-6=318/150 WEBS 2-5=234/290, 3-5=-1019/1177, 1-5=524/749 Scale=1:22.2 PLATES GRIP MT20 244/190 Weight: 37 lb FT = O% Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit,between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 4=1141, 6=545. 7) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-4-12 from the left end to 4-4-12 to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-6=-20 Concentrated Loads (lb) Vert: 5=-867(F) 7=-873(F) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown,'and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6964 Parke East Blvd. Tampa FL 33810 Date: June 7,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence s T14241448 J35141 MV2 Valley 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x4 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:54 2018 Page 1 ID:XgMj2HgyRB8m_NIThDXoX2zySY3-ceNyKNRV3C9g4PgiUNkdOUS?dz?4eyU6zXHpOz8jQF 2-0-0 , 2-0-0 Scale = 1:7.8 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 5 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=4812-0-0, 2=6212-0-0, 3=14/2-0-0 Max Horz 1=-64(LC 8) Max Uplift 1=-36(LC 8), 2=64(1_C 8) Max Grav 1=49(LC 14), 2=69(LC 14), 3=28(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. Joaquin Velez PE No.68182 MiTek USA,,Inc. FL'Ctirt 6634 6904 Parke East Blvd. Tampa. FL 33610 Date: June 7,2018 WARNING - Verify desfgn paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Ar iTeiC� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the iVi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 I Job Truss Truss Type City Ply McCoy Residence I T14241449 J35141 MV4 Valley 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 U9:1 U:55 2U7 t1 Page 1 ID:XgMj2HgyRB8m_NIThDXoX2zySY3-4gxKXjsdGMKOSE_tFBuz9EOZrl FXp5CdLdHrLgz8jQE 4-0-0 4-0-0 1 2x4 11 Scale = 1:12.8 3 2x4 I I 2x4 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.21 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 FBC2017/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 3=146/4-0-0, 2=146/4-0-0 Max Horz 3=-169(LC 4) Max Uplift 3=-121(LC 8), 2=-101(LC 8) Max Grav 3=167(LC 14), 2=146(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown PLATES GRIP MT20 244/190 Weight: 14 lb FT = 0% 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; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=121. 2=101. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 AWARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 l Job Truss Truss Type City Ply McCoy Residence T14241450 J35141 ZCJ1 JACK -OPEN 14 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:55 2018 Page 1 ID:XgMj2HgyRBBm_NIThDXoX2zySY34gxKXjsdGMKOSE_tFBuz9EOSC1 Ecp5CdLdHrLgz8jQE 2-4-0 1-0-0 1x4 II 3x6 II 5 Scale = 1:11.3 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 13 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=497/0-8-0, 3=-158/Mechanical, 4=96/Mechanical Max Horz 5=272(LC 8) Max Uplift 5=-636(LC 8), 3=-158(LC 1), 4=-96(LC 1) Max Grav 5=497(LC 1), 3=219(LC 8), 4=74(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-386/572 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) 5=63.6,3=158. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall MiTek* building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing `�'iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T14241451 J35141 ZCJ3 JACK -OPEN 13 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:56 2018 Page 1 I D:XgMj2HgyRB8m_NIThDXoX2zySY3-YOV l3sG 1 gSt3OZ3pvPCiRZdyRaLYYSmaH00uGz8jQD -24-0 3-0-0 24-0 3-0-0 1x4 II 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 TCDL 15.0 Lumber DOL 1.25 BC 0.30 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/rP12014 Matrix -MR 0 N DEFL. in (loc) Udefl L/d PLATES GRIP Vert(LL) -0.01 4-5 >999 240 MT20 2441190 Vert(CT) 0.01 4-5 >999 180 Horz(CT) 0.02 3 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=37710-8-0, 3=43/Mechanical, 4=2/Mechanical Max Horz 5=362(LC 8) Max Uplift 5=416(LC 8), 3=-78(LC 8), 4=-12(LC 5) Max Grav 5=377(LC 1), 3=67(LC 13), 4=37(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-321/421 Scale = 1:16.3 Weight: 19 lb FT = 0% Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=411t; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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 (jt=lb) 5=416. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall MiTek* building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfrPl1 Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence / T14241452 J35141 ZCJ3A Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:57 2018 Page 1 I D:Xg Mj2 HgyR B8m_N ITh DXoX2zySY3-OC24yPtuo_akhY8 FNcwRFe6wXgvLH7iwpxmxQjz8j QC 3-0-0 3-0-0 2x3 0 N 2x4 11 Scale = 1:16.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 2 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MR Weight: 11 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 BOT CHORD REACTIONS. (lb/size) 4=122/0-8-0, 2=87/Mechanical, 3=35/Mechanical Max Horz 4=192(LC 8) Max Uplift 4=5(LC 8), 2=143(LC 8), 3=-39(LC 8) Max Grav 4=122(LC 1), 2=106(LC 13), 3=53(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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, 3 except (jt=lb) 2=143. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 .69D4 Parke"East Blvd. Tampa FL 33610 Date: June 7,2018 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek* building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV I ��ek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply McCoy Residence If T14241453 J35141 ZCJ5 JACK -OPEN 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:57 2018 Page 1 ID:XgMj2HgyRB8m_NIThDXoX2zySY3-OC24yPtuo_akhY8FNcwRFe6oHqugH?iwpxmxQjz8jQC -2-4-0 5-0-0 2-0-0 5-0-0 Scale = 1:21.2 1x4 II 5 3x6 II A 5-0-0 5-0-0 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 0.77 Vert(LL) 0.04 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.04 4-5 >999 " 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 26 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=433/0-8-0, 3=127/Mechanical, 4=39/Mechanical Max Horz 5=455(LC 8) Max Uplift 5=418(LC 8), 3=-193(LC 8), 4=13(LC 5) Max Grav 5=433(LC 1), 3=155(LC 13). 4=82(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=378/456 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=451t; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) 5=418,3=193. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pp q�� T�k° building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV l� l Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply McCoy Residence f r T14241454 J35141 ZCJ5A JACK -OPEN 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:58 2018 Page 1 ID:XgMj2HgyRB8m NIThDXoX2zySY3-UPcSAIuWZHibJijSxKRgnsezlEDdORz3lbWy9z8jQB -2-0-0 4-8-0 _ 5-0-0 2 4-0 4-8-0 b-4-0' Scale=1:20.4 II 7 5 1x4 US II 2_6 ,5 4-8-0 -0-0 2-6-0 2-2-0 -0-0 Plate Offsets MY)— 13:0-3-3 0-2-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.04 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.07 6-7 >798 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) -0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 36 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-4: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=433/0-8-0, 4=10/Mechanical, 5=156/Mechanical Max Horz 7=445(LC 8) Max Uplift 7=425(LC 8). 4=-13(LC 4), 5=185(LC 8) Max Grav 7=433(LC 1), 4=10(LC 1), 5=192(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-375/420 BOT CHORD 6-7=412/88 WEBS 2-6=95/428 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D: Encl., GCpi=0.18; MWFRS (directional); end vertical 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 7=425, 5=1 B5. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 WARNING. Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall MiTek' T�° building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ,y' I�r k° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence 1 > T14241455 J35141 ZCJ5B Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x3 3x4 = 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:10:59 2018 Page 1 ID:XgMj2HgyRB8m_NIThDXoX2zySY3-zbArN5v8KbgSwsleUlyvK3B8LeU3IvBDGFF2UbzBjQA 5-0-0 5-0-0 5-0-0 Scale = 1:22.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.09 3-4 >611 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.08 3-4 >723 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.11 2 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 18 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 REACTIONS. (lb/size) 4=212/0-8-0, 2=152/Mechanical, 3=60/Mechanical Max Horz 4=285(LC 8) Max Uplift 4=55(LC 8), 2=230(LC 8), 3=39(LC 8) Max Grav 4=212(LC 1), 2=178(LC 13). 3=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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, 3 except Qt=1b) 2=230. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 0( Truss Truss Type Qty PlyMcCoy Residence r T74241456 J35141 ZCJ5C Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:11:00 2018 Page 1 ID:XgMj2HgyRB8m_NIThDXoX2zySY3-RnkDbRwm5vyJY7tg2kU8sHkK12gsUMaMVv_c12z8jQ9 4-8-3 -0 4-8-3 0-3-1 Scale: 1/2"=l' 5x5 = 2x3 1x4 114 3x4 = 6 4-8-3 211 2-2-3 03-1 Plate Offsets (X.Y)— 12:Edoe.0-2-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.10 5-6 >579 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) 0.08 5-6 >677 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) -0.12 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 22 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 `Except* 2-5: 2x4 SP No.3 REACTIONS. (lb/size) 6=212/Mechanical, 3=155/Mechanical, 4=57/Mechanical Max Horz 6=274(LC 8) Max Uplift 6=63(1_C 8), 3=167(LC 8), 4=94(LC 8) Max Grav 6=212(LC 1), 3=203(LC 3), 4=57(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) 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) 6, 4 except Qt=lb) 3=167. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL'Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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' 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 ANSUTPI7 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply McCoy Residence r T14241457 J35141 ZCJ5D Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:11:00 2018 Page 1 ID:XgMj2HgyRB8m_NIThDXoX2zySY3-RnkDbRwm5vyJY?tg2kU8sHkJX2wJULEMVv_c12z8jQ9 1-4-0 4-9-11 -0 4-9-11 072 Scale: 12"=l' 5x5 = 1 x4 11 7 'I x4 115 3x6 11 2 6 0 4-9-11 .5 Q 2-6-0 2-0-11 0-2 Plate Offsets (X Y)—Plate Offsets Y)— f3:Edoe 0-1-1310-1-131 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 TCDL 15.0 Lumber DOL 1.25 BC 0.42 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 BCDL 10.0 Code FBC2017ITPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 'Except' 3-4: 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 *Except* 3-6: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=433/0-8-0, 4=1 11 /Mechanical, 5=55/Mechanical Max Horz 7=451(LC 8) Max Uplift 7=-421(LC 8), 4=-153(LC 5), 5=107(LC 3) Max Grav 7=433(LC 1), 4=252(LC 3), 5=55(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-7=377/453 DEFL. in (loc) Udef1 Ud PLATES GRIP Vert(LL) 0.04 6-7 >999 240 MT20 244/190 Vert(CT) -0.04 6-7 >999 180 Horz(CT) -0.05 4 n/a n/a Weight: 30 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=421,4=153,5=107. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab Truss Truss Type City Ply MCCoy Residence r T14241458 J35141 ZCJ5E Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 1x4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* ' 3-4: 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 *Except* 3-6: 2x4 SP No.3 OTHERS 2x4 SP No.3 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:11:01 2018 Page 1 I D:XgMj2HgyRBBm_NIThDXoX2zySY3-v_lbomwOsC49A9R1 cS?NPUGTHSGaDnXWjZk9ZUz8jQ8 -2A-0 4-9-9 241-0 4-9-9 0-2- 0.25 12 5x5 = 7 ixa 115 3x6 I 1x4 II 2 6-0 4-9-9 0- 2-G 0 2 3-9 0-2- CSI. DEFL. in (loc) Udefl Ud TC 0.77 Vert(LL) 0.04 6-7 >999 240 BC 0.42 Vert(CT) -0.04 6-7 >999 180 WB 0.07 Horz(CT) -0.05 4 n/a n/a Matrix -AS REACTIONS. (lb/size) 7=433/0-8-0, 4=106/Mechanical, 5=60/Mechanical Max Horz 7=451(LC 8) Max Uplift 7=421(LC 8), 4=-144(LC 5), 5=98(LC 3) Max Grav 7=433(LC 1), 4=243(LC 3), 5=60(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-7=376/453 Scale: 1/2"=1' PLATES GRIP MT20 244/190 Weight: 30 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 7=421, 4=144. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 ® WARNING -Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. ..— Design valid for use only with MiTekD 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 ANSUTP11 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty McCoy Residence # �Pty T14241459 J35141 ZEJ2 Jack -Open 1 1 Job Reference loOtionall East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 29 2018 MTek Industries, Inc. Thu Jun 713:56:12 2018 Page 1 ID:XgMj2HgyRB8m NIThDXoX2zySY3-QUZT2_ET2_aS_tLsLDzDkBMagpbCMPUCa66bHsz8g71 2-4-0 2-4-0 Scale = 1:14.6 2x3 4 2x3 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 3-4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MR Weight: 9Ib FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=262/0-8-0, 2=66/Mechanical, 3=26/Mechanical Max Horz 4=161(LC 8) Max Uplift 4=47(LC 6). 2=118(LC 8), 3=37(LC 8) Max Grav 4=262(LC 1), 2=84(LC 13), 3=40(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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 47 lb uplift at joint 4, 118 lb uplift at joint 2 and 37 lb uplift at joint 3. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 Ib down and 86 lb up at 0-2-12 on top chord. The designiselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 3-4=-20 Concentrated Loads (lb) Vert: 1 =1 70 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTeic� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply McCoy Residence t v T14241460 J35141 ZEJ5 Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 4 3x4 = 5-0-0 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:11:03 2018 Page 1 ID:XgMj2HgyRBBm_NIThDXoX2zySY3-rMQLDSyfOgKtPTbPjt1 rUvLpKFr?hiBoBtDGdMz8jQ6 Scale=1:22.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.09 3-4 >611 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.08 3-4 >723 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.11 2 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -AS Weight: 18 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 REACTIONS. (lb/size) 4=212/0-8-0, 2=152/Mechanical, 3=60/Mechanical Max Horz 4=285(LC 8) Max Uplift 4=55(LC 8), 2=230(LC 8). 3=39(LC 8) Max Grav 4=212(LC 1), 2=178(LC 13). 3=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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, 3 except Qt=lb) 2=230. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall HTf• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' lek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ob Truss Truss Type City, Ply MCCoy Residence [J35141 T14241461 ZEJ7 ROOF SPECIAL 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:11:04 2018 Page 1 ID:XgMj2HgyRB8m_NIThDXoX2zySY3-JZzjQozH97Sk1dAbHaY417u_WFAjQ8ByQXypApz8jQ5 -2.4-0 5-8-0 7-0-0 2 4-0 5-8-0 1-4-0 0.25 12 4x4 = 1x4 II 7 1x4 II 5 3x6 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 TCDL 15.0 Lumber DOL 1.25 BC 0.84 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=97/Mechanical, 7=509/0-8-0, 5=172/Mechanical Max Horz 7=488(LC 8) Max Uplift 4=-73(LC 5), 7=482(LC 8), 5=217(LC 8) Max Grav 4=97(LC 1), 7=509(LC 1), 5=204(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-412/469 WEBS 3-6=167/270 5.8-0 7 a 0 02n-R-n -ri1- DEFL. in (loc) I/defl Lid Vert(LL) 0.28 6-7 >285 240 Vert(CT) 0.23 6-7 >355 180 Horz(CT) -0.22 4 n/a n/a Scale = 1:26.3 PLATES GRIP MT20 2441190 Weight: 37 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 7=482,5=217. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert6634 69D4 Parke. East Blvd. Tampa FL 33610 Date: June 7,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 tmsses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type CityCo ty Ply Mc y Residence e4 T14241462 J35141 ZEJ7A Jack -Open 5 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:11:04 2018 Page 1 ID:XgMj2HgyRB8m_NIThDXoX2zySY3-JZzjQozH97Sk1dAbHaY417u_Wf8XQ9VyQXypApz8jQ5 2 4-0 4-M 7-0-0 2 4_0 4-8-0 2-4-0 1 x4 0.25 FIT 4x6 = 1x4 II 7 1x4 II 5 3x6 11 4-8-0 7-0-0 Scale: 1/2"=l' LOADING (psf) TCLL 20.0 TCDL 15.0 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 0.77 BC 0.98 WB 0.06 Matrix -AS DEFL. in Vert(LL) 0.31 Verl(CT) 0.25 Horz(CT) -0.26 (loc) Udefl Ud 6-7 >258 240 6-7 >321 180 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 36 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-4: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 *Except* 3-6: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=50910-8-0, 4=138/Mechanical, 5=131/Mechanical Max Horz 7=449(LC 8) Max Uplift 7=-502(LC 8), 4=-151(LC 5), 5=124(LC 8) Max Grav 7=509(LC 1),4=138(LC 1),5=147(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-7=398/464 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=502, 4=1 51, 5=1 24. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pIp�va 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 ANSIITPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job # Truss Truss Type Qty Ply McCoy Residence < V T14241463 J35141 ZEJ7B Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:11:05 2018 Page 1 I D:Xg Mj2 HgyRB8m_NITh DXoX2zySY3-n 0(6e8zvwRabe nl on 3JZKR9G3Vp9bf5e Bi NiFz8j Q4 -2-4-0 5-1-12 7 0-O 2 4-0 5-1-12 1-10-4 1x4 11 4x4 = 1x4 II 7 1x4 II 5 3x6 11 5-1-12 A Scale = 1:24.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.30 6-7 >268 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.24 6-7 >333 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.25 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 36 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-4: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 *Except* 3-6: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=509/0-8-0, 4=123/Mechanical, 5=146/Mechanical Max Horn 7=467(LC 8) Max Uplift 7= 493(LC 8), 4=-121(LC 5), 5=157(LC 8) Max Grav 7=509(LC 1), 4=123(LC 1), 5=167(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-405/468 r NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=493,4=121,5=157. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek* ■■pI�r�.��■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVI� lT�r k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence r T14241464 J35141 ZEJ7C Jack -Open 1 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MTek Industries, Inc. Thu Jun 7 09:11:07 2018 Page 1 I D:Xg Mj2 HgyRB8m_NIThDXoX2zySY3-k8fs3q?9R2rJu4vAyj6nelwVmsB2d VA06VBTm8z8j Q2 2-0 0 5-0-12 7-0-0 2 4-0 5-0-12 1-11 4 Scale = 1:24.3 4x4 = 7 1x4 II 5 1x4 113.6 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 TCDL 15.0 Lumber DOL 1.25 BC 0.93 BCLL 0.0 Rep Stress Incr YES WB 0.06 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 *Except* 3-6: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=509/0-8-0, 4=126/Mechanical, 5=143/Mechanical Max Horz 7=463(LC 8) Max Uplift 7=495(LC 8), 4=-127(LC 5), 5=150(LC 8) Max Grav 7=509(LC 1), 4=126(LC 1), 5=163(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-404/468 DEFL. in (loc) Udefl L/d PLATES GRIP Vert(LL) 0.30 6-7 >266 240 MT20 244/190 Vert(CT) 0.24 6-7 >331 180 Horz(CT) -0.25 4 file n/a Weight: 36 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=495, 4=127, 5=150. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall rr�� q�r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV IO Y'}' �i 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 ANSIITPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type City Ply McCoy Residence r T14241465 J35141 ZEJ7D Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MTek Industries, Inc. Thu Jun 7 09:11:07 2018 Page 1 I D:XgMj2HgyRB8m_NIThDXoX2zySY3-k8fs3q?9R2rJu4vAyj6nelVWmsBxdVA06VBTmsz8jQ2 -2-4-0 5-0-3 7-0-0 2-4-0 5-0-3 1-11-13 1x4 4x4 = IX4 II "" 3X6 II Scale = 1:24.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 11deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.30 6-7 >265 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 0.24 6-7 >330 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.25 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 36 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-4: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 *Except* 3-6: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=509/0-8-0, 4=128/Mechanical, 5=142/Mechanical Max Horz 7=461(LC 8) Max Uplift 7=-496(LC 8), 4=-130(LC 5), 5=147(LC 8) Max Grav 7=509(LC 1), 4=128(LC 1), 5=161(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-7=403/468 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=496,4=130,5=147. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly 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 Mirek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 6 Truss Truss Type McCoy ResidenceiT14241466 lQtyjPly J35141 ZEJ7E Jeck-Open 11 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:11:08 2018 Page 1 ID:XgMj2HgyRBBm_NIThDXoX2zySY3-CKDEGAOnCMzAWEUN WQdDBz3gVGW3MzRYKgw1 Jaz8jQ1 -24-0 4-11-10 7-0-0 24 0 4-11-10 2-0.6 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 TCDL 15.0 Lumber DOL 1.25 BC 0.94 BCLL 0.0 Rep Stress Incr YES WB 0.06 BCDL 10.0 Code FBC2017rrPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP N0.2 *Except* 3-4: 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 *Except* 3-6: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=50910-8-0, 4=129/Mechanical, 5=140/Mechanical Max Horz 7=458(LC 8) Max Uplift 7=-497(LC 8), 4=-133(LC 5), 5=-143(LC 8) Max Grav 7=509(LC 1), 4=129(LC 1), 5=159(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-402/468 Scale=1:24.7 4x4 = 4-11-10 7-M DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.30 6-7 >264 240 MT20 244/190 Vert(CT) 0.24 6-7 >329 180 Horz(CT) -0.25 4 n/a n/a Weight: 36 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=oft; Cat. ll; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a,rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=497,4=133,5=143. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, notB• 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 Mirek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type City Ply McCoy Residence r � T14241467 J35141 ZEJ7F Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:11:09 2U1B Page 1 ID:XgMj2HgyRB8m_NIThDXoX2zySY3-gWncTV1Pzg51703Z47BFkAbrFgs55QihZpgarOz8jQO 2-4-0 4-10-10 7-0-0 2 4-0 4-10-10 2-11 Scale = 1:24.5 4x4 = p 1X4 1 1x4 II 3x6 II 4-10-10 102 4-10-10 2-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.31 6-7 >263 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.25 6-7 >327 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) -0.26 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 36 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-4: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 *Except* 3-6: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=509/0-8-0, 4=132/Mechanical, 5=138/Mechanical Max Harz 7=455(LC 8) Max Uplift 7=-499(LC 8), 4=-138(LC 5), 5=137(LC 8) Max Grav 7=509(LC 1), 4=132(LC 1), 5=155(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-7=401/467 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=499, 4=138, 5=137. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab ' Truss Truss Type Qty Ply McCoy Residence T14241468 J35141 ZHJ5 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:11:10 2018 Page 1 I D:Xg Mj2 HgyRB8 m_N IThDXoX2zySY3-Bj L7hrl2kzDulYelerfU GO80w4GRq rBgoTP7NSz8jQ? -3310 4-6-1 7-0-2 3310 4-6-1 4 3x4 = 9 8 NHILtU 44 = 6 NAILED 2x4 11 NAILED Scale = 1:25.5 ADEQUATE 2x4 I SUPPORT REQUIRED - -10 4-6-1 0-3-1 4-6-1 NAILED 7-0-2 2-6-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.32 7-8 >248 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.34 7-8 >234 180 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 43 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 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* 3-8: 2x6 SP No.2 REACTIONS. (Ib/size) 5=107/Mechanical, 8=366/0-10-15, 6=59/Mechanical, 9=0/Mechanical Max Horz 8=449(LC 17), 9=535(LC 24) Max Uplift 5=193(LC 8), 8=-476(LC 8), 6=91(LC 8) Max Grav 5=176(LC 28), 8=906(LC 28), 6=159(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-479/478, 2-3=481/522, 3-4=-385/109 BOT CHORD 7-8=-449/200, 1-9=452/537 WEBS 3-7=205/460, 3-8=761/340 NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 5=193, 8=476. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25) toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 6-8=-20, 1-9=20 Concentrated Loads (lb) Vert: 7=22(F=11, B=11) 10=219(F=110, B=110) 11=131(F=65, B=65) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I� Ar building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i1AiTe 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence M T14241469 J35141 ZHJ7 Roof Special Girder 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:11:13 2018 Page 1 ID:XgMj2HgyRB8m_NIThDXoX2zySY3-YH07Jt4w1ubSc?MKJzDBuOmXVHJCIBNHUReoznz8jPy 3 3-10 4-1-13 B-0-1 9-10-1 3.110 4-1-13 3-105 1-9-15 0.18112 Scale = 1:30.7 4x4 = NAILED 5x5 = -"' - II 13 3x6 II 2x4 II NAILED NAILED NAILED ADEQUATE SUPPORT NAILED REQUIRED Ot3-10 4-1-13 8-0-1 9-10-1 0-1 4-1-13 3-105 1-9-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.B2 Vert(LL) 0.11 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.11 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.21 Horz(CT) -0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 68 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except* TOP CHORD 5-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* 3-12: 2x8 SP No.2 REACTIONS. (lb/size) 7=252/Mechanical, 12=474/0-10-15, 8=136/Mechanical, 13=0/Mechanical Max Hors 12=529(LC 37), 13=368(1_C 21) Max Uplift 7=451(LC 8), 12=685(LC 8), 8=-250(LC 5) Max Grav 7=418(LC 37), 12=1069(LC 36), 8=238(LC 38) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=275/404, 2-3=267/448, 3-4=-934/463, 4-5=-414/329, 5-6=-341/348, 6-9=-296/282, 3-12=923/533 BOT CHORD 11-12=575/709, 10-11=575/709, 1-13=370/308 WEBS 4-10=-433/301, 5-10=-316/422, 6-10=-638/708 Structural wood sheathing directly applied or 5-5-4 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=451, 12=685, 8=250. 9) "NAILED" indicates 3-10d (0.148"xW) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 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=70, 3-5=-70, 5-6=70, 6-7=70, 8-12=-20, 1-13=-20 Concentrated Loads (lb) Vert: 11=22(F=11, B=11) 14=219(F=110, B=110) 15=-55(F=28, B=-28) 16=131(F=65, B=65) 17=-22(1`=11, B=-11) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 WARNING - 11.61 y, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with 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 A� 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 ANSVTPI1 Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job '@ Truss Truss Type Qty Ply McCoy Residence T14241470 J35141 ZHJ7A Jack -Closed Girder 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:11:15 2018 Page 1 ID:XgMj2HgyRB8m_NIThDXoX2zySY3-Vg8ukZ5AZWrArJ WjQOFfzRmj51 gV4NZxl7u2gz8jPw J NO 6-7-3 9-10-1 3-3-10 6-7-3 3-2-14 1 4x1D 1x4 II 3 2 4.24 12 NAILED NAILED % 12 ddd d1� 3x4 = NAILED 10 3x4 II 11 3x6 II NAILED ADEQUATE SUPPORT REQUIRED -013-1,0 03-1�0 LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 TCDL 15.0 Lumber DOL 1.25 BC 0.42 BCLL 0.0 ' Rep Stress Incr NO WB 0.31 BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 1-11: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 3-10: 2x8 SP No.2 NAILED 6-7-3 NAILED 0.18 12 NAILED 04 = 4x4 = 4xd — NAILED 3x6 II NAILED 9-10-1 DEFL. in (loc) Udefl L/d PLATES GRIP Vert(LL) -0.10 9-10 >999 240 MT20 244/190 Vert(CT) -0.12 9-10 >974 180 Horz(CT) 0.01 6 n/a n/a Scale=1:30.1 Weight: 67 Ib FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 6=243/Mechanical, 10=53310-10-15, 7=247/Mechanical, 11=0/Mechanical Mai Horz 10=476(LC 14), 11=324(LC 17) Max Uplift 6=-364(LC 8), 10=748(LC 8), 7=-399(LC 5) Max Grav 6=331(LC 29), 10=1120(LC 28), 7=352(LC 30) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=270/365, 2-3=262/407, 3-4=-839/564, 4-5=577/594, 5-8=-396/458, 3-10=-1008/648 BOT CHORD 9-10=699/780, 1-11=326/303 WEBS 3-9=344/806, 5-9=750/832 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) 6=364, 10=748, 7=399. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-4=-70, 4-5=70, 5-6=30, 7-10=-20, 1-11=-20 Concentrated Loads (lb) Vert:9=255(F=128, B=128) 12=219(F=110, B=110) 15=131(F=65, B=65) 16=22(F=11, B=11) Joaquin Velez PE No.68182 MiTek USA, Inc. Fl. Cert 6634 69H Parke East Blvd. Tampa FL 33610 Date: June 7,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 pp /�T�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 'y' I�i k' is always required for stabilityand 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, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ti Truss Truss Type Qty Ply McCoy Residence � ■ T14241471 J35141 ZHJ7B Roof Special Girder 1 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:11:17 2018 Page 1 ID:XgMj2HgyRB8m_NIThDXoX2zySY3-R3Ge9F7R575u5dg5YpH72sxHXukmz AsP2c76Yz8jPu 33 10 3-10-1 7-4-10 9-10-1 3310 3-10-1 3 6-9 2-5-7 la1 0.18112 NAILED 4x4 = NAILED 5x5 = 3x4 1113 3x6 I axq — axo — 2x4 I ADEQUATE NAILED NAILED NAILED SUPPORT NAILED NAILED REQUIRED Scale = 1:31.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) IldeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.02 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.02 10-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 72 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-12: 2x8 SP No.2 REACTIONS. (lb/size) 7=204/Mechanical, 12=476/0-10-15, 8=1 81 /Mechanical, 13=0/Mechanical Max Horz 12=496(LC 14), 13=-325(LC 24) Max Uplift 7=372(1_C 8), 12=690(LC 8), 8=-311(LC 5) Max Grav 7=355(LC 37), 12=1071(LC 36), 8=288(LC 38) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=261/365, 2-3=252/407, 3-4=-960/491, 4-5=-514/386, 5-6=-389/393, 6-9=-302/340, 3-12=-1004/602 BOT CHORD 11-12=-696/569, 10-11=5701752, 1-13=-326/292 WEBS 4-10=-405/251, 5-10=-216/350, 6-10=-559/611, 3-11=-575/754 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) 7=372,12=690,8=311. 9) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 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=-70, 3-5=-70, 5-6=70, 6-7=-70, 8-12=-20, 1-13=-20 Concentrated Loads (lb) Vert: 14=219(F=110, B=110) 16=-55(F=-28, B=-28) 17=131(F=65, B=65) 18=22(F=11, B=11) 19=-22(F=-11, B=-11) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 7,2018 'A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek* building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTe 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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ob ► Truss Truss Type City Ply McCoy Residence T14241472 J35141 ZHJ7C Jack -Closed Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:11:19 2018 Page 1 I D:XgMj2HgyRB8m_NIThDXoX2zySY3-NRNOaw8hdkLcKwgUfEJbBHOWCiPj Ruh9sM56BRzBjPs -3-3-10 6-9-6 9-10-1 i 3-3-10 6-9 6 3-0-11 11 3xs II NAILED ADEQUATE SUPPORT REQUIRED LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 1-11: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 3-10: 2x8 SP No.2 NAILED 0.18 12 4x4 = 5x5 = a vxa — 3x6 NAILED NAILED -0 3- 0 6-9-6 9-10-1 0 -10 6-9-6 3-0-11 CSI. DEFL. in (loc) Udefl L/d TC 0.93 Vert(LL) -0.11 9-10 >999 240 BC 0.42 Vert(CT) -0.13 9-10 >894 180 WB 0.29 Horz(CT) 0.01 6 n/a n/a Matrix -MS Scale = 1:30.8 PLATES GRIP MT20 244/190 Weight: 67 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 6=186/Mechanical, 10=478/0-10-15, 7=185/Mechanical, 11=0/Mechanical Max Horz 10=481(LC 14), 11=324(LC 17) Max Uplift 6=378(LC 8), 10=738(LC 8), 7=-383(LC 5) Max Grav 6=347(LC 29), 10=1121(LC 28), 7=356(LC 26) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=270/364, 2-3=261/407, 3-4=-918/538, 4-5=-601/564, 5-8=-432/443, 3-10=-1007/639 BOT CHORD 9-10=706/794, 1-11=-326/302 WEBS 3-9=237/749, 4-9=478/307, 5-9=-742/882 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) 6=378,10=738,7=383. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 330 lb down and 182 lb up at 6-9-6, and 341 lb down and 192 lb up at 6-9-6 on top 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=-70, 3-4=-70, 4-5=70, 5-6=-30, 7-10=-20, 1-11=-20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke. East Blvd. Tampa FL 33610 Date: June 7,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 andfor chord members only. Additional temporary and permanent bracing MiTek' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job • Truss Truss Type City Ply McCoy Residence T14241472 J35141 ZHJ7C Jack -Closed Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Thu Jun 7 09:11:19 2018 Page 2 ID:XgMj2HgyRBBm_NIThDXoX2zySY3-NRNOaw8hdkLcKwgUfEJbBHOWCiPjRuh9sM56BRz8jPs LOAD CASE(S) Standard Concentrated Loads (lb) Vert:4=29(F=-12, B=-17) 9=-52(F=-29, B=24) 12=219(F=110, B=110) 14=131(F=65, B=65) 15=22(F=11, B=11) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-11fi I For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/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) 2 3 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved 11111110M Nil a MiTek 0 MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specked. 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 after truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIffPI 1 Quality Criteria.