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HomeMy WebLinkAboutTrussri ® 0.6;03- 01(2Z Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Homes -Montoya Res. .Site InformatiCq�e, Customer Irdt�c�rf�ansar Homes LLC Lot/Block: Address: 2802 Grove St. City: Port St. Lucie Project Name: Montoya Res. Model: Subdivision: State: FL MiTek USA, lir 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 8.3 Wind Code: ASCE 7-10 [All Heigh1I Wind Speed: 170 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 50 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index et conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Ru VIE-- FOR No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T19186214 'A01 1/21/20 23 T19186236 CO2G 1/21/20 2 T19186215 A02 1/21/20 24 T19186237 D01 G 1/21/20 3 T19186216 A03 1/21/20 25 T19186238 MV2 1/21/20 4 T19186217 A04 1/21/20 26 T19186239 MV4 1/21/20 5 T19186218 . A05 1/21/20 27 T19186240 MV4A 1/21/20 6 T19186219 A06 1/21/20 28 T19186241 MWEI 1/21/20 7 T19186220 A07 1/21/20 29 T19186242 MV5 1/21/20. 8 T19186221 A08 1/21/20 30 T19186243 MV6 1/21/20 9 T19186222 A09G 1/21/20 31 T19186244 MV6A 1/21/20 10 T19.186223 A10 1/21/20 32 T19186245 MV6B 1/21/20 11 T19186224 All 1/21/20 33 T19186246 ZCJ 1 1/21/20 12 T19186225 Al2 1/21/20 34 T19186247 ZCJ 1 A 1/21/20 13 T19186226 A13 1/21/20 35 T19186248 ZCJ3 1/21/20 14 T19186227 A14 1/21/20 36 T19186249 ZCJ3A 1/21/20 15 T19186228 Al 5G 1/21/20 37 T19186250 ZCJ3B 1/21/20 16 T19186229 B01 1/21/20 38 T19186251 ZCJ3T 1/21/20 17 T19186230 B02 1/21/20 39 T19186252 ZCJ5 1/21/20 18 T19186231 B03 1/21/20. 40 T19186253 ZCJ5A 1/21/20 19 T19186232 B04 1/21/20 41 T19186254 ZCJ5T. 1/21/20 20 T19186233 B05 1/21/20 42 T19186255 ZEJ3. 1/21/20 21 T19186234 B06G 1/21/20 43 T19186256 ZEJ4 1/21/20 22 T19186235 C01 G 1/21/20 44 T19186257 ZEJ7 1/21/20 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: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were lliven to MiTek or TRENCO. Any project specific information included is for MiTek's or RENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, t►De building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. CODE COMPLIANCE ST. L UCIE COUNTY BOCV FILE C®P`I' 0. 9380 • - t - r • ST TE O:F .* 41/� • �. NAt. Thomas A. Marl PE N6.39380 MITek USA, tno. FL Cert6634 6904 Parke East Blvd, Tampa FL 33610 Date: January 21,2020 Albani, Thomas 1 of 2 RE: J39068 - J39068-Dansar Homes -Montoya Res. Site Information: Customer Info: Dansar Homes LLC Project Name: Montoya Res. Model: Lot/Block: Subdivision: Address: 2802 Grove St. City: Port St. Lucie State: FL No. Seal# Truss Name Date 45 T19186258 ZERA 1/21/20 46 T19186259 ZERT 1/21/20 47 T19186260 ZHJ3 1/21/20 48 T19186261 ZHJ4 1/21/20 49 T19186262 ZHJ7 1/21/20 50 T19186263 ZHJ7T 1/21/20 2 of 2 r MAY 7, 2019 �flQ o ©o 0 0� MiTek USA, Inc. ' ALUMAfl R.W LATERAL TOE -NAIL DETAIL I MII-TOENAIL SP L%Tek USA, Inc. NOTES: 1, TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. OE -NAIL SINGLE SHEAR VALUES PER NDS 2018 (Ib/nail) DIAM. SP DF HF SPF SPF-S .131 88.0 80.6 69.9 68.4 59.7 O .135 93.5 85.6 74.2 72.6 63.4 L, .162 108.8 99.6 86.4 84.5 73.8 vi z Z .2 67.9 58.9 57.6 50.3 OJ .131 75.9 69.6 60.3 59.0 51.1 N .148 81.4 74.5 64.6 63.2 52.5 of VALUES SHOWN ARE CAPACITY PER TOE -NAIL. . APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3}- 16d(D.162" X 3.61 NAILS WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 84.5 (lb/nail) X 1.15 (DOL) - 291.5 Ib Maximum Capacity ANGLE MAY VARY FROM 30°TO 60° 45.00° ANGLE MAY VARY FROM 33 ° TO 60° THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW (2x3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW SIDE VIEW 4 ) 3 NA 3 NAILS NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEARSIDE NEAR SIDE. NEAR SIDE NEAR SIDE Page 1 of 1 ANGLE MAY VARY FROM 30°TO 60° 45.000 \ 45.000 N0 1%%vt II �M No.047182 •� •; STATE OF r w o ((� ob Truss Truss Type Qty Ply Homes -Montoya Res. T19186214 J39068 A01 Common 3 1 �J39068-Dansar Job Reference (optional) mzau s aan a zuzU Pill I eK mousmes, Inc. I ue ,ran zi ub:al:vo zuzu rage i ID:m IYkujywi87?WU2QBS3YvpztDkK-U_F21u1 IVCSxly1 k?fIETK3nwx8pMDJm IYHXlgztCiq (('10$ 6-0 12 12-3-6 18-2-0 24-0-10 29-11-4 36.4-0 0'-10-8 6 4 12 5-10-10 5-10-10 5-10-10 5-10-10 6-4-12 0-10 V �1 d 5.00 12 5x5 = 6 Scale=1:61.1 14 3x4 = 3x8 = 4x6 = 3x4 = 3x6 = 3x6 = 9-4-1 36-4-0 LOADING (psf) TCLL 20.0 TCDL 10.0 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 0.47 BC 0.95 WB 0.98 Matrix -AS DEFL. in (loc) Udefl Ud Vert(LL) 0.29 14 >999 240 Vert(CT) -0.49 12-14 >883 180 Horz(CT) 0.14 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 178 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1506/0-7-10, 10=1506/0-7-10 Max Horz 2=327(LC 7) Max Uplift 2=881(1_C 8), 10=881(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3108/1753, 3-5=2811/1615, 5-6=1971/1233, 6-7=1971/1233, 7-9=2811/1615, 9-10=-3108/1753 BOT CHORD 2-15=-1490/2990, 14-15=1108/2389, 12-14=-1108/2289, 10-12=1490/2813 WEBS 6-14=-659/1125, 7-14=-830/535, 7-12=217/579,9-12= 422/367, 5-14=-829/535, 5-15=-217/578, 3-15=-421/367 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuK=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=501t; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 881 lb uplift at joint 2 and 881 lb uplift at joint 10. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 0. Thomas A. Albani PE No.39380 MITekUSA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. k® Design valid far use only with N17econnectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 ob s Truss Type Qty Ply J39068-Dansar Homes -Montoya Res. [Al2s T19186215 J39068 Common 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:57:46 2020 Page 1 -6-12-36 18-2I D: mlYkujywi87? WU2QB S3YvpzlDkK-yApQzE2wGVaoM6cw7-MpTOXcyfLU05gXwWC 15g6ztC ip _10 0C6:44- 240-10 29-11-4 36-4-0 1-10-10 0-1012 5 5-10-10 6-4-12 �1 d 3x6 = 3x4 = 5.00 12 5x5 = Scale=1:61.0 9 I4 d 12 3x8 = 4x6 = 3x4 = 3x6 = 26-11-15 36-4-0 Plate Offsets (X,Y)— [2:0-0-0,0-0-1) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.30 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.49 12-13 >882 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.14 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 176 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=1453/0-7-10, 2=1506/0-7-10 Max Horz 2=323(LC 7) Max Uplift 9=808(LC 8), 2=882(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3110/1755, 3-5=2813/1618, 5-6=1972/1236, 6-7=1972/1236, 7-8=2817/1624, 8-9=-3116/1764 BOT CHORD 2-13=1525/2981, 12-13=1144/2381, 10-12=-1146/2292, 9-10=-1535/2821 WEBS 6-12=-660/1126, 7-12=-832/538, 7-10=223/583, 8-110=-425/372, 5-12=-829/535, 5-13=-217/578, 3-13=-421/367 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu@=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 808 lb uplift at joint 9 and 882 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 869 6904 Parke East Blvd. Tampa FL 33610 Data: January 21,2020 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 IYIiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safeiylnformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 gob Truss Truss Type Qty Ply Homes -Montoya Res. T19186216 J39066 A03 Common 1 1 �J39068-Dansar Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:57:47 2020 Page 1 ID:mlYkujywi877WU2QBS3YvpztDkK-QMNoAZ3Y1pif GB664LiY1879is7gGd3ismeNYztCio -Q-10-8, 6-4-12 12-3-6 18-2-0 22-10-10 10-6 6-4-12 5-10-10 5-10-10 4-8-10 v 4x4 = 5.00 12 ' 8 3x4 = 3x4 = 3x4 = 3x8 = 3x8 18-2-0 Scale = 1:47.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.13 11-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.29 11-14 >930 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 128 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 WEBS 1 Row at midpt 5-9 REACTIONS. (Ib/size) 2=96310-7-10, 8=909/0-5-8 Max Horz 2=377(LC 8) Max Uplift 2=536(LC 8), 8=549(LC 8) Max Grav 2=1002(LC 13), 8=909(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1818/889, 3-5=-15251745, 5-6=570/346, 6-7=561/350, 7-8=885/552 BOT CHORD 2-11 =-1 073/1771, 9-11=672/1137 WEBS 3-11=-441/381, 5-11=-233/616, 5-9=852/546, 7-9=-410/798 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=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with 86DL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 2 and 549 lb uplift at joint 8. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: January 21,2020 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 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 ANSHTPH Quality Criteria, DS8-89 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 Truss Truss Type Qty Ply Homes -Montoya Res. T19186217 Jo J39068 A04 Hip 1 1 �J39068-Dansar Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:57:47 2020 Page 1 ID:mlYkujywi877WU2QBS3YvpztDkK-QMNoAZ3Y1pif GB664LYI87XIg2gAR31smeNYztCio -¢10.8 6-0-2 11-6-1 17-0-0 19-4-0 249.15 30-3-14 36-4-0 0-10- 6-0.2 5-5-15 5-5-15 2-4-0 5-5-15 5-5-15 6-0-2 �1 d 5x8 = 5x5 = 14 13 3x4 = 3x4 = 46 = 3x6 = 3x8 = 8-9-1 17-0-0 19-4-0 27-6-1! 8-9-1 8-2-15 2-4-0 8-2-15 3x4 = B-9-1 Scale = 1:62.1 3x6 = Plate Offsets (X,Y)— [5:0-5-12,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell., Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.29 14-15 . >999 ' 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.47 14-15 >937 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.14 9 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -AS Weight: 195 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SIP No.3 REACTIONS. (lb/size) 2=1506/0-7-10, 9=1506/0-7-10 Max Harz 2=307(LC 7) Max Uplift 2=-881(LC 8). 9=881(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3131/1761, 3-4=-2860/1637, 4-5=2061/1277, 5-6=1850/1239, 6-7=-2063/1278, 7-8=2859/1636, 8-9=3130/1761 BOT CHORD 2-15=-1501/2862, 14-15=-1156/2358, 13-14=-774/1847, 11-13=-1156/2358, 9-11 =-1 501/2835 WEBS 3-15=-389/334, 4-15=-193/510, 4-14=763/514, 5-14=-305/590, 6-13=-305/547, 7-13=-760/512, 7-11=-1921508, 8-11=390/335 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=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 nonconcurrenfwith 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 881 Ito uplift at joint 2 and 881 lb uplift at joint 9. 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. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Data: January 21,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Iva I' building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instbute, 218 N. Lee Street, Sufte 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Homes -Montoya Res. T19186218 J39068 A05 Hip 1 1 �J39068-Dansar Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:57:48 2020 Page 1 ID:mlYkujywi87?WU2QBS3YvpztDkK-uYxBOv4Ao7gWcQm Ignsx5yhGw9DL7JbC_W WBv?ztCin %10-8 7-9-1 15-0-0 214-0 28-6-15 364-0 37-2 Q 0-10 7-9-1 7-2-15 6 _4 7-2-15 7-9-1 0-10 5x8 = �1 5x5 = Scale = 1:62.5 13 12 `" 10 9 3x6 = 2x4 II 3x4 = 4x6 = 2x4 II 3x6 = 3x8 = Plate LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 15-0-0 214-0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.28 10-12 >999 240 MT20 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.41 12-13 >999 180 Rep Stress Incr YES WE 0.31 Horz(CT) 0.15 7 n/a n/a Code FBC2017/TPI2014 Matrix -AS Weight: 1781b BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-12, 4-10, 6-10 REACTIONS. (lb/size) 2=1506/0-7-10, 7=1506/0-7-10 Max Horz 2=-273(LC 6) Max Uplift 2=-881(LC 8), 7=881(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3080/1704, 3-4=-2301/1358, 4-5=2052/1329, 5-6=2302/1358, 6-7=3080/1704 BOT CHORD 2-13=-1429/2862, 12-13=-1429/2862, 10-12=-917/2063, 9-10=-1429/2773, 7-9=-1429/2773 WEBS 3-13=0/311, 3-12=890/567, 4-12=192/557, 5-10=-192/510, 6-10=-893/567, 6-9=0/310 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=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 fd between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 881 lb uplift at joint 2 and 881 lb uplift at joint 7. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. GRIP 244/190 FT = 0% Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: January 21,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTekS 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 ANSYM11 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 ss Truss Type Qty Ply J39068-Dansar Homes -Montoya Res: [A06 T19186219 J39066 Hip 1 1 Job Reference (optional) ...... -o.aou s dan o zuzu ivn i eK mautnnes, Inc. i ue 4an z-i uo:oi:4a zuzu rage i ID:m IYkujywi87? WU2Q BS3YvpztDkK-N I UZbF4pZQyN DaLV EV NAdADS5Yael6hMCAFIRRztC im -9 13-0-0 18-2-0 23-4.0 i-0 36-4-0�100 66-1 6-2-15 5-2-0 5-2-0 65 6-9-1 -1 5x8 = 2x4 11 5x8 = 4 21 5 22 6 Scale = 1:62.5 N ch 6 6 I$ 14 13 12 11 10 9 3x6 _ 2x4 II 3x4 = US = 4x6 = 3x4 = 2x4 II US = 6-9-1 36.4-0 LOADING (psf) TCLL 20.0 TCDL 10.0 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/rP12014 CSI. TC 0.52 BC 0.70 WB 0.70 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) 0.30 12 >999 240 Vert(CT) -0.40 10-12 >999 180 Horz(CT) 0.15 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 185 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=1453/Mechanical, 2=1506/0-7-10 Max Horz 2=235(LC 7) Max Uplift 8=-808(LC 8), 2=882(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3129/1733, 3-4=-2482/1450, 4-5=2417/1511, 5-6=2417/1511, 6-7=2483/1452, 7-8=-3136/1744 BOT CHORD 2-14=-1502/2826, 13-14=-1502/2826, 12-13=-1076/2229, 10-12=-1077/2230, 9-10=-1512/2833,8-9=-1512/2833 WEBS 3-14=0/260, 3-13=749/472, 4-13=163/444, 4-12=-155/416, 5-12=-326/255, 6-12=-153/414, 6-1 0=-1 67/445, 7-10=756/483, 7-9=0/260 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=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 808 lb uplift at joint 8 and 882 lb uplift at joint 2. 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. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1.7473 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available tram Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Ply Homes -Montoya Res. IA07 ' T19186220 J39068 Hip lQty 1 1 �J39068-Dansar Job Reference (optional) East Goast Truss, FL Pierce, FL 34946 8.330 s Jan 8 2020 MTek Industries, Inc. Tue Jan 21 06:57:50 2020 Page 1 ID:mlYkujywi87?WU2QB53YvpztDkK-rx2xob5RKk5ErkwhoCuPANmctywJ1 dDVRq?I—tztc it 10 $ 5-9-1 20_0 18-2-0 25-0-0 30-6-15 36 4-0 0-10$ 5-9-1 5-2-15 7-2-0 7-2-0 5-2-15 5-9-1 3x6 = s nn 5x8 = 2x4 II 5x8 = 4 21 0 22 6 14 13 12 10 9 2x4 11 3x4 = 3x8 = 4x6 = 3x4 = 2x4 II N-118-2-0 25-4-0 30-0-15 36-4-0 -1 5-2-15 7-2-0 7-2-0 5-2-15 5-9 1 Scale = 1:62.5 3x6 = N Ig Plate Offsets (X,Y)— [2:0-0-0,0-0-1I,[4:0.5-12,0-2-8),[6:0-6-12,0-2-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.35 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0,48 10-12 >912 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.15 8 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -AS Weight: 179 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=1453/Mechanical, 2=1506/0-7-10 Max Horz 2=201(LC 7) Max Uplift 8=-808(LC 8), 2=882(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3161/1752, 3-4=-2672/1542, 4-5=2892/1751, 5-6=2892/1751, 6-7=2674/1546, 7-8=-3169/1765 BOT CHORD 2-14=-1530/2860, 13-14=-1530/2860, 12-13=-1205/2422, 10-12=1208/2424, 9-10=-1543/2869, 8-9=1543/2869 WEBS 3-13=-569/361, 4-13=-120/413, 4-12=319/691, 5-12=-479/396, 6-12=-316/689, 6-10=-124/414, 7-10=-577/373 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=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 808 lb uplift at joint 8 and 882 lb uplift at joint 2. 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 chard. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must 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 MTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP/i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r s Truss Type Qty Ply Homes -Montoya Res. JA08 T19186221 J39068 Hip 1 1 �J39068-Dansar c4r`......r T.,..... G n: __ CI .f wnwc Job Reference (optional) '-""` `�`��` "`, ' `• ' �, `^�„6.330 5 uan O 14 13 12 11 10 3x6 = 3x4 = 3x4 = 46 = 3x4 = 3x6 = US = 15-1-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.44 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.59 11-13 >736 180 BCLL 0.0 Rep Stress Incr YES - WB 0.51 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 177 lb FT m 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=1453/Mechanical, 2=1506/0-7-10 Max Horz 2=167(LC 7) Max Uplift 9=-808(LC 8), 2=882(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3163/1799, 3-4=-2858/1617, 4-5=3385/2001, 5-6=3385/2001, 6-7=3385/2001, 7-8=-2862/1624, 8-9=-3172/1812 BOT CHORD 2-14=1581/2875, 13-14=-1320/2605, 11-13=1773/3385, 10-11=1325/2608, 9-1 0=1 595/2884 WEBS 3-14=-368/288, 4-14=-66/374, 4-13=535/1012, 5-13=-424/316, 6-11=-380/314, 7-11=528/1008, 7-10=73/375, 8-10=374/297 Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 808 lb uplift at joint 9 and 882 lb uplift at joint 2. 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. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 +AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 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 preverd 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 ANSIrTP/1 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 r Truss Type City Ply J39068-Dansar Homes -Montoya Res. ]A09G I T739068 Hip Girder 1 Job Reference (optional) �aov..aa....... o.z iu s Jan a Zulu ml I eK Inausirles, Inc. I Ue-Jan Zi =01:04 ZUZU rage i ID: m IYkujywi87? W U2QB S3YvpztDkK-F Wk3RdBJdf TpiBeGTLR6o000eAugEsgy7oDyaCztCii -1-10-8 3-9-1 7-0-0 1211 11-12 22-9-4 27-11-12 33-4-0 36 -O 0-10 3-9-1 3-2-15 5-4.4 5-2-8 5-2.8 5-2-8 5-4-4 3-0-0 Scale = 1:62.6 T d 5x8 = 5.00 12 3x4 = 3x4 = 4 24 25 5 26 27 28 296 30 2x4 11 31 32 7 33 3x4 = 4x6 = 834 9 3536 37 Sx10 = 38 10 39 20 19 40 41 18 42 43 4417 45 1646 15 47 48 14 49 50 51 13 52 12 2x4 II 3x4 = 3x8 = 4x4 = 3x6 II 3x6 = 3x4 = 3x4 = 3x8 M18SHS = 4x8 = 3-1 7 0 0 121111 17-0-12 22-9 4 27-11-12 3311-0 36-0-0 A�f Plate Offsets (X,Y)— (2:0-0-0,0-0-1],[4:0-5-12,0-2-81,(8:0-3-O,Edge] [10:0-7-12,0-2-8) LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.73 17 >596 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.85 15-17 >512 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(CT) 0.16 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 383 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=3061/0-7-10, 12=3219/Mechanical Max Horz 2=198(LC 7) Max Uplift 2=-2031(LC 8), 12=2107(1_C 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6877/4493, 3-4=-6933/4607, 4-5=9072/6069, 5-6=10011/6684, 6-7=9293/6205, 7-9=-9293/6205, 9-10=7013/4704, 10-11=3287/2187, 11-12=-3116/2048 BOT CHORD 2-20=-4079/6279, 19-20=-4079/6279, 18-19=-4150/6418, 17-18=5906/9072, 15-17=6521/10011, 14-15=-4541/7013, 13-14=186812940 WEBS 3-19=-511/517, 4-19=-257/637, 4-18=2015/3086, 5-18=1258/996, 5-17=711/1120, 6-17=-277/342,6-15=836/554,7-15=638/584,9-15=-1734/2641,9-14=-2042/1527, 10-14=3097/4685, 10-13=1465/1061, 11-13=2230/3467 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 5-3-11 oc bracing. 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. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2031 lb uplift at joint 2 and 2107 lb uplift at joint 12. A Thomas A. Albani.PE No.39380 MiTek USA, Inc: FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: V WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall moo' building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTeV 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 ANSITPI1 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 Homes -Montoya Res. T19186222 J39068 A09G Hip Girder 1 �J39068-Dansar .Job Reference (optional) East CoGasc r russ, rt. rlerce, FL 3484b 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:57:53 2020 Page 2 NOTcS- ID:m IYkujywi87?WU2QBS3YvpztDkK-FWk3Rd8JdfTpiBeGTLR6o000eAugEsgy7oDyaCztCii 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 354 lb down and 388 lb up at 7-0-0. 193 lb down and 201 lb up at 9-0-12, 193 lb down and 201 lb up at 11-0-12, 193 lb down and 201 lb up at 13-0-12, 193 lb down and 201 lb up at 15-0-12, 193 lb down and 201 lb up at 17-0-12, 193 lb down and 201 lb up at 18-6-9, 193 lb down and 201 lb up at 20-6-9, 193 lb down and 201 lb up at 22-6-9, 193 lb down and 201 lb up at 24-6-9, 193 lb down and 201 ib up at 26-6-9, 193 lb down and 201 lb up at 28-6-9, 193 lb down and 201 lb up at 30-6-9, and 193 lb down and 203 lb up at 32-6-9, and 24 lb down and 57 lb up at 34-6-9 on top chord, and 401 lb down and 273 lb up at 7-0-0, 84 lb down and 29 lb up at 9-0-12, 84 lb down and 29 lb up at 11-0-12, 84 lb down and 29 lb up at 13-0-12 , 84 lb down and 29 lb up at 15-0-12, 84 lb down and 29 lb up at 17-0-12, 84 lb down and 29 lb up at 18-6-9, 84 lb down and 29 lb up at 20-6-9, 84 lb down and 29 lb up at 22-6-9, 84 lb down and 29 lb up at 24-6-9, 84 lb down and 29 lb up at 26-6-9, 84 lb down and 29 lb up at 28-6-9, 84 lb down and 29 lb up at 30-6-9, and 84 lb down and 29 lb up at 32-6-9, and 218 lb down and 166 lb up at 34-6-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=60, 4-10=60, 10-11=-60, 12-21=-20 Concentrated Loads (lb) Vert:4=-189(F) 19=401(F) 7=131(F) 15=-63(F) 24=-131(F) 25=-131(F) 26=-131(F) 28=-131(F) 29=131(F) 30=131(F) 31=-131(F) 33=131(F) 34=131(F) 35=131(F) 37=131(F) 38=131(F) 40=-63(F) 41=63(F) 42=63(F) 43=63(F) 44=63(F) 45=-63(F) 46=-63(F) 47=63(F) 48=63(F) 49=63(F) 50=-63(F) 51=-63(F) 52=-218(F) •® 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' building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteds, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Truss Truss Type City Ply Homes -Montoya Res. Job T19186223 39068 A10 Hip 1 1 �J39068-Dansar Jab Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MTek Industries, Inc. Tue Jan 21 06:57:54 2020 Page 1 ID:mlYkujywi87?WU2QBS3YvpztDkK jilSez8xNzbgKLDS12zLKDxKLZGzzK25M8zW7eztCih 1p 0-$ 6-0-2 11-61 17-0-0 19�-0 22-10-10 -10-8 6-0-2 5 5 15 5-5 15 2-0-0 351E 4x8 = 4x4 = 3x4 = 3x4 = 3x4 = 3x8 = 3x6 II 3x4 = 17-M 194-0 1 22-10-10 Scale = 1:47.2 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20171TPI2014 CSI. TC 0.42 BC 0.75 WB 0.82 Matrix -AS DEFL. in (loc) I/deft Lid Vert(LL) -0.10 12-15 >999 240 Vert(CT) -0.23 12-15 >999 180 Horz(CT) 0.04 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 145 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=963/0-7-10, 8=909/0-5-8 Max Horz 2=377(LC 8) Max Uplift 2=-536(LC 8), 8=549(LC 8) Max Grav, 2=979(LC 13), 8=909(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1781/901, 3-4=-1507/769, 4-5=669/391, 5-6=384/314, 6-7= 455/299, 7-8=-870/558 BOT CHORD 2-12=1088/1726, 10-12=720/1157, 9-10=333/588 WEBS 3-12=-413/351, 4-12=-213/532, 4-10=770/519, 5-10=-292/632, 5-9=-690/363, 7-9=-425/723 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=S.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left 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 536 lb uplift at joint 2 and 549 lb uplift at joint 8. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 • AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 41111.7473 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 my building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek" is aWays 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 Qualify 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 Homes -Montoya Res. T19186224 J39068 All Hip 1 1 �J39068-Dansar Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:57:54 2020 Page 1 I D:m IYkujywi87? W U2Q BS 3YvpztDkK-ji IS ez8xNzbg KLDS 12zLKDxItZb¢RPSMSzW 7eztC ih p-10 8, 7-9-1 15-0-0 21-4-0 22-10-10 , 0-10-8' 7-9-1 7-2-15 ' 64-0 1-6-10 4x8 = 4x6 = 3x4 5 6 3z4 = tx4 II 3x4 =3x4 = 3x8 = 3x6 II 15-0-0 Scale=1:43.2 d v5 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017fTP12014 CS1. TC 0.52 BC 0.63 WB 0.35 Matrix -AS DEFL. in (loc) Vdefl Lid Vert(LL) 0.14 11-14 >999 240 Vert(CT) -0.20 11-14 >999 180 Horz(CT) 0.04 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 135 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 WEBS 1 Row at midpt 3-10, 4-8 REACTIONS. (lb/size) 2=963/0-7-10, 7=909/0-5-8 Max Horz 2=377(LC 8) Max Uplift 2=-536(LC 8), 7=-549(LC 8) Max Grav 2=1002(LC 13). 7=921(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1780/838, 3-4=-945/475, 6-7=930/533 BOT CHORD 2-11 =A 009/1670, 10-11=-1009/1670, 8-10=-479/844 WEBS 3-11=0/318, 3-10=920/586, 4-1 0=1 96/573, 4-8=-873/495, 5-8=250/189, 6-8=-515/898 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=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 2 and 549 lb uplift at joint 7. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: January 21,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. -- Design valid for use only with MTekS 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 IMF �• 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 ANSW Plf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suae 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J39068-Dansar Homes -Montoya Res. T19186225 139068 Al2 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:57:55 2020 Page 1 I D: m IYkujywi87? W U2QBS3YvpztDkK-Bvsgs 19Z8GjXxVofal UatRTRtzbN ilnEb5i3f5ztC ig 2-1-10 2,7-10 7-2-15 7r9-13 13-0-0 148-2 19-3-6 22-10-10 2-1-10 4-7-5 06-1 5-2-3 1-8.2 4-7-4 3-7-4 5.00 12 Scale=1:39.4 4x8 = 2x4 ll 3x4 = 3x4 = 4 P1 5 6 7 2x4 11 3x8 = 2-1-10 2r7-1Q 7-2-15 7r9-13 13.0-0 14-8-2 15 8-2 19-3-6 22-10-10 2-1-10 4-7-5 OS1 5-2-3 1� 2 1-0 0 3-7� 3-7 4 Plate Offsets (X,Y)— [2:0-0-7,0-0-0), [3:0-1-O,Edge), [4:0-5-4,0-2-0), [12:0-2-12 0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.40 14-20 >674 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.48 14-20 >559 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.22 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 149 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x6 SP DSS BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 "Except' 10-0-0 oc bracing: 10-12 2-12: 2x4 SP No. 1, 5-10: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=914/0-5-8, 1=922/0-7-10 Max Horz 1=326(LC 8) Max Uplift 8=-533(LC 8). 1=-453(LC 8) Max Grav 8=914(LC 1), 1=939(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-347/0, 2-3=2372/1266, 3-4=-1300/689, 4-5=-982/583, 5-6=977/581, 6-7=-500/294, 7-8=877/537 BOT CHORD 2-14=144312334, 13-14=-1446/2349, 12-13=-696/1151 WEBS 3-13=-1290/804, 4-13=-231/518, 4-12=347/214, 9-12=277/462, 6-12=-472/787, 6-9=-852/571, 7-9=545/927, 3-14=33/293 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=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left 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) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 533 lb uplift at joint 8 and 453 lb uplift at joint 1. 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. Ia Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Date: January 21,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 ray_ 10/03/20f5 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 propedy Incorporate this design Into the overall�- building design. Bracing indicated Is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/f quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sufte 312. Alexandria, VA 22314. Tampa, FL 36610 Job ss Truss Type Qty Ply J39068-Dansar Homes -Montoya Res. , - [A'1U3 T19186226 J39068 Half Hip 1 1 ' Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:57:56 2020 Page 1 ID:m lYkujywi87?WU2QBS3YvpzlDkK-f5QC3eACvarOZfNr8T?pQeOcdNwWRIDOpIScBXztCif 2-1-10 2,7-10 6-9-13 11-0-0 14-8-2 19 3.6 22-10-10 2-1-16 6- 4-2-3 4-2-3 3-8-2 4-7-4 3-7-4 5x8 = Scale = 1:39.4 2x4 II 3x4 = 3x4 = 20 5 6 7 I9 2x4 II 3x8 , 2-1-10 2,7-10 11-0-0 14-8-2 1 15.8-2 , 19-31 22-10-10 Plate Offsets (X Y)— [2:0-1-9,0-1-81,[4:0-5-12,0-2-81,[12:0-2-12,0-2-0] 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 0.69 Vert(LL) 0.40 13-19 >669 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.55 13-19 >492 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.23 8 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 141 lb FT = 0% LUMBER - TOP CHORD 2x6 SP DSS *Except- 4-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-10: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=92210-7-10, 8=91410-5-8 Max Horz 1=276(LC 8) Max Uplift 1=-464(LC 8), 8=522(LC 8) Max Grav 1=929(LC 13), 8=914(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 4-6-0 oc bracing: 2-13 10-0-0 oc bracing: 10-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-347/0, 2-3=2524/1426, 3-4=-1628/880, 4-5=-1223/708, 5.6=1204/696, 6-7=-586/336, 7-8=876/526 BOT CHORD 2-13=-1575/2535, 12-13=-858/1447, 5-12=-262/218 WEBS 3-13=1205/776, 4-13=-254/600, 4-12=326/188, 9-12=294/527, 6-12=-526/902, 6-9=-868/562, 7-9=555/969 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=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left 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) Bearing atjoint(s) 1 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 464 lb uplift at joint 1 and 522 lb uplift at joint 8. 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. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 WARNING -Verify 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 MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not HT 11' a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI/TP/1 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, Alexandda, VA 22314. Tampa, FL 36610 —Truss Truss Type City Ply nsar Homes -Montoya Res. JJJob T19186227 TJobR 39068 Half Hip 1 nce (optional) East Coast Truss, R. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:57:57 2020 Page 1 ID:mlYkujywi877WU2QBS3YvpztDkK-8HzaG_BgguzEBoy1 iAW2ysZnMnF_An3X2PBAjzztCie 2-1-10 2�7-10 9-0-0 14-8-2 19.3-6 22-10-10 2-1-10 6- 6-4-6 5-8-2 17, 3-7-4 Scale = 1:39.8 5x8 = 2x4 II 3x4 = 3x4 = 19 4 5 6 — 11 2x4 11 3x8 = 3xs II 2-1-10 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x6 SP DSS *Except* 3-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-11: 2x4 SP No. 1, 4-9: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=922/0-7-10, 7=914/0-5-8 Max Horz 1=225(LC 8) Max Uplift 1=-473(LC 8), 7=513(LC 8) CSI. DEFL. in (loc) Well L/d PLATES GRIP TC 0.69 Vert(LL) 0.51 12-18 >528 240 MT20 2441190 BC 0.93 Vert(CT) -0.63 12-18 >429 180 WB 0.42 Horz(CT) 0.26 7 file n/a Matrix -AS Weight: 128 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 5-5-0 oc bracing: 2-12 10-0-0 oc bracing: 9-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-347/6, 2-3=1978/1059, 3-4=1607/904, 4-5=-1558/874, 5-6=711/397, 6-7=-875/516 BOT CHORD 2-12=-1100/1857, 11-12=1101/1870, 4-11=-319/271 WEBS 3-12=26/345, 3-11=-346/214, 8-11=317/639, 5-11=-617/1098, 5-8=-898/558, 6-8=582/1043 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=S.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left 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) Bearing atjoint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 473 lb uplift at joint 1 and 513 lb uplift at joint 7. 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. Ib Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: January 21,2020 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 Not 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 ANSVTP/1 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 Homes -Montoya Res. T19186228 J39068 A15G HALF HIP GIRDER 1 n �J39068-Dansar L Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:57:58 2020 Page 1 ID:mlYkujywi87?WU2QBS3YvpztDkK-cUXyUKBSRB55oyXDGul HV35viBeavB9hH3xjGQztCid 2-1-10 2,7-10 7-0.0 11-5-13 14-8-2 19-3-6 22-10-10 2-1-10 d 6-d 4-4 6 4-5-13 3-2-5 4-7 4 3 7 4 5.00 12 2-1-10 7-0-0 5x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress [nor NO BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x6 SP DSS "Except* 3-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 "Except" 2-12: 2x4 SP 270OF 2.2E, 5-10: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=1829/0-7-10, 8=2002/0-5-8 Max Horz 1=175(LC 21) Max Uplift 1=-1146(LC 8), 8=11305(LC 8) 3x4 = 21 22 23 4 24 Scale = 1:39.8 2x4 II 3x4 = 3x4 = 25 5 26 6 27 7 48 =2x4 II US = US II CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TC 0.85 Vert(LL) 0.4314-20 >625 240 MT20 244/190 BC 0.65 Vert(CT) -0.5014-20 >541 180 WB 0.62 Horz(CT) 0.25 8 n/a n/a Matrix -MS Weight: 249 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-13 oc bracing. Except: 10-0-0 oc bracing: 10-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-696/316, 2-3=5624/3690, 34=5950/3921, 4-5=5025/3286, 5-6=-4877/3190, 6-7=-2063/1348,7-8=-1928/1295 BOT CHORD 2-14=-3575/5341, 13-14=-3601/5390, 12-13=-3921/5950, 5-12=-454/413, 9-10=-201/298 WEBS 3-14=-361/681, 3-13=-416/689, 4-12=1021/701, 9-12=1194/1837, 6-12=2133/3260, 6-9=-2128/1516, 7-9=-1762/2698 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 Do, 2x4 - 1 row at 0-9-0 Do. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 Do. Webs connected as follows: 2x4 - 1 row at 0-9-0 Do. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing atjoint(s) 1 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1146 lb uplift at joint 1 and 1305 lb uplift at joint 8. Thomas A. Albani PE No.39380 MIT& USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 ®WARNING- Verify design paramefers 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 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 ANSYTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Mexandda, VA 22314. Tampa, FL 36610 Job Truss Ply Homes -Montoya Res. =ALFHPGRDER T19186228 J39068 A15G �Qty 1 �J39068-Dansar Job Reference (optional) Fast coast i russ, m. vierce, t-L 44y46 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:57:58 2020 Page 2 NOTES- ID:mlYkujywi879WU2QBS3YvpztDkK-cUXyUKBSRB556yXDGu1 HV35viBeavB9hH3xjGQztCid 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 566 lb down and 554 lb up at 7-0-0, 181 lb down and 168 lb up at 9-0-12, 181 lb down and 168 lb up at 11-0-12, 181 Ito down and 168 lb up at 13-0-12, 193 lb down and 201 lb up at 15-0-12, 193 lb down and 201 lb up at 17-0-12, and 193 lb down and 201 lb up at 19-0-12, and 193 lb down and 201 lb up at 21-0-12 on top chord, and 169 lb down and 134 lb up at 7-0-0, 87 lb down and 61 lb up at '9-0-12, 87 lb down and 61 lb up at 11-0-12, 87 lb down and 61 lb up at 13-0-12, 84 lb down and 29 lb up at 15-0-12, 84 lb down and 29 lb up at 17-0-12, and 84 lb down and 29 lb up at 19-0-12, and 84 lb down and 29 lb up at 21-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-19=82, 3-19=60, 3-7=-60, 12-18=20, 10-11=20, 8-10=20 Concentrated Loads (lb) Vert: 3=-459(B) 14=168(B) 6=-131(B) 9=-63(B) 22=-111(B) 23=111(B) 24=-111(B) 25=-131(B) 26=-131(B) 27=-131(B) 28=-87(B) 29=87(B) 30=87(13) 31=-63(B) 33=-63(B) 34=-63(B) ®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 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 iVliTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-09 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 Homes -Montoya Res. T19186229 J39068 B01 Common 2 1 �J39068-Dansar Job Reference (optional) East Coast Truss, R. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:57:59 2020 Page 1 ID:mlYkujywi87?WU2QBS3YvpztDkK-4g5LhgC4CVDya66QpbYW1 He9?azSeikgwjgHosztCic 6-7-2 125-11 19-7-2 205-1 6-7-2 5-10-9 7-1-7 &11 0 5.00 112 3xf 4x4 = Scale = 1:35.6 Id 8 3x4 = 3x4 = US 11 3x4 = 2-6-10 1B-1-0 8-11-8 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.12 6-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.27 6-11 >872 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.02 4 n/a file BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 96 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 REACTIONS. (lb/size) 8=777/0-3-8, 4=832/0-7-10 Max Horz 8=-199(LC 8) Max Uplift 8=-444(LC 8), 4=495(LC 8) Max Grav 8=777(LC 1), 4=846(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-508/300, 2-3=1200/711, 34=1391/754, 1-8=-770/422 BOT CHORD 6-7=-145/642, 4-6=562/1228 WEBS 2-7=374/267, 2-6=356/770, 3-6=-459/385, 1-7=-201/634 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=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444 lb uplift at joint 8 and 495 lb uplift at joint 4. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 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 Mr-ek® 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" (s always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP/1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sufle 312, Alexandria, VA 22314. Tampa, FL 36610 Job t Truss Truss Type Qty Ply J39068-Dansar Homes -Montoya Res. T19186230 J39068 B02 Hip 1 1 — Job. Reference o tional -- East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:57:59 2020 Page 1 ID:m IYkujywi877WU2QBS3YvpztDkK-4g5LhgC4CVDyQ66QpbYW1 HeAWal VedUgWjgHosztCic 6-1-2 7-1-2 13-0-8 19-7-2 0-5.10 6-1-2 1-0-0 5-11-6 6-6.10 10-8 5.00 12 3xf 4x6 = 4x4 = 10 3x6 II 3x4 = 3x4 = 1x4 II 3x4 = Scale=1:37.2 Id 6-1-2 7-1-2 13-0-8 19-7-2 6-1-2 1-0-0 5-11-6 6-6-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.07 7-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.13 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 104 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 REACTIONS. (lb/size) 10=777/0-3-8, 5=83210-7-10 Max Horz 10=199(LC 8) Max Uplift 10=-444(LC 8), 5=495(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-779/466, 2-3=657/495, 3-4=-787/473, 4-5=-1470/781, 1-10=728/463 BOT CHORD 8-9=-146/657, 7-8=-595/1302, 5-7=595/1302 WEBS 4-8=-803/498, 4-7=0/275, 1-9=-344/684 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=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 pet 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 fill between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444 lb uplift at joint 10 and 495 lb uplift at joint 5. 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. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 89" Parke East Blvd. Tampa FL 33910 Date: January 21,2020 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSLITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sufte 312, Alexandria, VA 22314. Tampa, FL 36610 Job � s Truss Type Qty Ply J39068-Dansar Homes -Montoya Res. FB03s T19186231 J39068 Hip 1 1 Job Reference o tionel East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:58:00 2020 Page 1 ID:m IYkujywi87? W U2Q BS3YvpztDkK-YsfjvODizpLp2GgcNJ4laU BO o_PEN9e_kN QgKlztCib 4-1-2 9-1-2 14-1-1 19-7-2 20.5-10 4-1-2 5-0-0 4-11-15 5.6-1 0-10-8 5.00 12 3x4 08 = 14 4x4 = Scale = 1:34.4 N I6 10 3x6 II 3x4 = 3x8 = 1x4 II 3x4 = 14-1-1 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2017rrP12014 CSI. TC 0.30 BC 0.38 WB 0.37 Matrix -AS DEFL. in Vert(LL) 0.06 Vert(CT) -0.09 Horz(CT) 0.02 floc) Well L/d 7 >999 240 7-8 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 105 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 REACTIONS. (Ib/size) 10=777/0-3-8, 5=832/0-7-10 Max Horz 10=-199(LC 8) Max Uplift 10=-444(LC 8), 5=-495(1_C 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-673/402, 2-3=-859/581, 3-4=-990/576, 4-5=-1515/806, 1-10=738/451 BOT CHORD 8-9=-110/577, 7-8=630/1350, 5-7=630/1350 WEBS 2-9=299/239, 2-8=233/442, 4-8=607/383, 1-9=-365/681 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=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 444 lb uplift at joint 10 and 495 lb uplift at joint 5. 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. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 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 Not building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 quality Crlteda, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job L s Truss Type Ply J39068-Dansar Homes -Montoya Res. �J39068 TrO4 T19186232 Roof Special JQty 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 - 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:58:01 2020 Page 1 ID:mlYkujywi87?WU2QBS3YvpztDkK-03D56MEKk6TgfQFox0b 7ijXJOeg6XL7zl9NskzlCia 2-1-2 8-1-2 9-7-2 14-4-1 10-7-20-5-10 2-1-2 6-00 1 6-0 4 8 15 531 0-10-8 5.00 12 4x4 = 3* 4x4 = 4x4 = Scale = 1:35.2 10 3x6 II 3x8 = 3x8 = 4x4 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ` BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 REACTIONS. (lb/size) 10=777/0-3-8, 6=832/0-7-10 Max Horz 10=199(LC 8) Max Uplift 10=-444(LC 8), 6=495(LC 8) CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TC 0.44 Vert(LL) -0.18 8-13 >999 240 MT20 244/190 BC 0.80 Vert(CT) -0.38 8-13 >613 180 WB 0.66 Horz(CT) 0.03 6 n/a n/a Matrix -AS Weight: 104 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=-477/276, 2-3=-436/288, 3-4=-1033/631, 4-5=1073/592, 5-6=1469/838, 1-10=-776/437 BOT CHORD 8-9=-397/1036, 6-8=-664/1333 WEBS 3-9=707/421, 3-8=317/228, 4-8=-316/620, 5-8=495/387, 1-9=-4061738 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=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 444 lb uplift at joint 10 and 495 lb uplift at joint 6. 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. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 WARNING - Verily 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 verity the applicability of design parameters and property incorporate this design Into the overall' building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DS"9 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 Homes -Montoya Res. T19186233 J39068 B05 Hip 1 1 �1391168-Dansar Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc: Tue Jan 21 06:58:01 2020 Page 1 ID:mIYkujywi87?WU2QBS3YvpzlDkK-03D56MEKk6TgfQFox0b— ijYb0gm6eN7z19NskztCia -, 4-4-3 8-7-2 10-7-2 1410-1 19-7-2 z0-5-10 , 4.4-3 4-2-15 2-0 0 4-2-15 4-9-1 0-10 8 4x8 = 44 = Scale = 1:33.5 3x4 = 3xe = 4x4 = 19-7-2 LOADING (psf) TCLL 20.0 TCDL 10.0 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 0.36 BC 0.68 WB 0.21 Matrix -AS DEFL. in Vert(LL) -0.13 Vert(CT) -0.28 Horz(CT) 0.04 (loc) Vdefl Lid 8-12 >999 240 8-12 >831 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 94 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 6=837/0-7-10, 1=783/0-3-8 Max Horz 1=163(LC 6) Max Uplift 6=-51O(LC 8). 1=435(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1432/847, 2-3=-1139/664, 3-4=1027/667, 4-5=-1161/670, 5-6=-1515/890 BOT CHORD 1-9=-664/1303, 8-9=-402/1009, 6-8=716/1376 WEBS 2-9=-368/289, 4-8=-103/285, 5-8=-445/343 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=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 510 lb uplift at joint 6 and 435 lb uplift at joint 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. I$. Thomas A. Albani PE No,39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 -- A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11711-7473 rev. 10/03/2015 BEFORE USE. M Design valid for use only with Tek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall' building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and. bracing of trusses and truss systems, see ANS11TPH quality Ctlteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 1 Truss ype Qty Ply J39068-Dansar Homes -Montoya Res. T19186234 J39068 606G FH!pGi*,der 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020:Mi7ek Industries, Inc. Tue Jan 21 06:58:02 2020 Page 1 I D: m IYkujywi87? W U2QB S3YvpztDkK-UFnTKi FyVQbXHaq?Vj6DfvG ekoyQr56GC hvxP BztCiZ 7-0-0 10-0-0 13-0-0 16-2-15 20-0-0 20-10.8 , 3-9-1 3-2-15 3-0-0 3-0-0 3-2-15 3-9-1 0-10-8 Scale = 1:34.0 4x8 = 1x4 II 4x8 = 3 18 4 19 5 I$. 3x8 = 3x4 = 3x8 = 3x4 = 3x8 = 7-0-0 10-0-0 13-0-0 20-0-0 7-0-0 3-0-0 3-0-0 7-0-0 Plate Offsets (X,Y)- [1:0-0-0,0-0-0),[3:0-5-4,0-2-0),[5:0-5-4,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.23 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.27 10 >886 180 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.10 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 97 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-1-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1584/0-7-10, 7=1638/0-7-10 Max Horz 1=-132(LC 23) Max Uplift 1=1022(LC 8). 7=1097(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3524/2339, 2-3=-3320/2225, 3-4=3326/2303, 4-5=3326/2303, 5-6=3317/2220, 6-7=-3514/2325 BOT CHORD 1-11=-2054/3205, 10-11=-1896/3067, 9-10=1892/3064, 7-9=-2038/3195 WEBS 2-11=-392/369,3-11=-265/628,3-10=311/422, 4-10=-393/364,5-10=-314/425, 5-9=-256/626, 6-9=386/356 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=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5f; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 1022 lb uplift at joint 1 and 1097 lb uplift at joint 7. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 354 lb down and 388 lb up at 7-0-0, 193 lb down and 201 lb up at 9-0-12, and 193 lb down and 201 lb up at 10-11-4, and 354 Ito down and 388 lb up at 13-0-0 on top chord, and 401 lb down and 273 lb up at 7-0-0, 84 lb down and 29 lb up at 9-0-12, and 84 lb down and 29 lb up at 10-11-4, and 401 lb down and 273 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=60, 3-5=60, 5-8=60, 12-15=-20 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: January 21,2020 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 MTeM connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M 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 ANSLITP11 Quality Crkerta, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satetylntormation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job I Truss Truss Type Qty Ply Homes -Montoya Res.T19186234 L9068-Dansar J39068 B06G Hip Girder 1 1 b Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:58:03 2020 Page 2 I D: m IYkujywi87? W U2QB S3YvpztDkK-UFnTKiFyVQbXHaq?Vj6DfvGekoyQr56GC hvxPAztCiZ LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-189(F) 5=189(F) 11=401(F) 9=401(F) 18=-131(F) 19=131(F) 20=-63(F) 21=-63(F) WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTeMD connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH 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 I Truss Truss Type Qty Ply Homes -Montoya Res.T19186235 J39068 C01G Hip Girder 1 n [39068-Dansar L Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 9.2020 MiTek Industries, Inc. Tue Jan 21 06:58:11 2020 Page 1 ID:m IYkujywi87? WU2QBS3YvpztDkK-j_gtDnMcNBkFsyOjW6m KWp86GQ5xS2MbGbavD9ztCiQ -0-10-8 3-8-11 7-3-8 10-10-5 14-7-0 0-10-8 3.8-11 3-6-13 3fi-13 3.8-11 5x8 M18SHS = 5.00 12 3x4 = 5x8 M18SHS = 48 = 3x6 II 7x12 = ""�"" 3x6 II 1.- LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 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 2x6 SP DSS WEBS 2x4 SP No.3 *Except* 3-8,5-8: 2x4 SP No.2 REACTIONS. (lb/size) 6=5442/0-7-10, 2=3274/0-7-10 Max Horz 2=76(LC 7) Max Uplift 6=-3232(LC 8). 2=2046(LC 8) TH D26-2 7-3-8 10-105 HUS26 14-7-0 Scale = 1:25.3 4x8 = CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.92 Vert(LL) 0.28 7-8 >635 240 MT20 244/190 BC 0.63 Vert(CT) -0.34 7-8 >516 180 M18SHS 244/190 WB 0.69 Horz(CT) 0.05 6 n/a n/a Matrix -MS Weight: 150 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-7 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=7967/4889, 3-4=12854/7954, 4-5=-12854/7954, 5-6=-11519/6921 BOT CHORD 2-9=-4441/7312,8-9=-4460/7350,7-8=-6501/10923,6-7=-6328/10616 WEBS 3-9=-209/410, 3-8=3756/6077, 4-8=242/291, 5-8=1535/2178, 5-7=-1869/3319 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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 3232 lb uplift at joint 6 and 2046 lb uplift at joint 2. 11) Use USP THD26-2 (With 18-16d nails into Girder & 12-1Od nails into Truss) or equivalent at 7-1-11 from the left end to connect truss(es) to back face of bottom chord. 12) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 13-0-12 to connect truss(es) to back face of bottom chord. 13)'Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 •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 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 verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6004 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 Homes -Montoya Res. T19186235 J39068, C01G Hip Girder 1 �J39068-Dansar Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:58:11 2020 Page 2 I D: m lYkujywi 877 W U2Q BS3YvpztD kK-j_gtDnMcN BkFsyOj W6m KWp86GQ5xS2MbGbavD9ztCiQ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=60, 3-5=60, 5-6=60, 10-13=-20 Concentrated Loads (lb) Vert: 8=3199(13) 16=1433(B) 17=1433(B) 18=1433(13) WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ^ a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■ HT I building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Job Truss Truss Type Ply Homes -Montoya Res.T19186236 J39068 CO2G Hip Girder �Qty 1nce FJ3'O6e8feDansar o tional Last Uoast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:58:12 2020 Page 1 I D: m IYkujywi87?VVU2QB S3YvpztDkK-BAN FQ6ME8Vs6U6bw4gHZ3OgP JgU2Bbm IV FKTIcztC iP ., -0-10-8 , 1 7-3-8 11-7-0 3 0 15 5 8 0-10 8' 3-0-0 4-3-8 4-3-8 3-0-0 00 10-8 48 = 5.00 12 Scale = 1:26.6 17 18 4x8 = 1x4 II 3x8 = 1x4 II 3x4 = 3x4 = 7-3-8 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017rTP12014 CS1. TC 0.39 BC 0.44 WB 0.29 Matrix -MS DEFL. in Vert(LL) 0.12 Vert(CT) -0.15 Horz(CT) 0.03 (loc) I/defl Ud 9 >999 240 9 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 64 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=764/0-7-10, 6=764/0-7-10 Max Horz 2=67(LC 24) Max Uplift 2=-503(LC 8), 6=503(LC 8) Max Grav 2=786(LC 29), 6=786(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1510/881, 3-4=-2102/1293, 4-5=2102/1293, 5-6=1511/881 BOT CHORD 2-10=766/1403, 9-10=-766/1417, 8-9=756/1390, 6-8=756/1377 WEBS 3-9=-499/774, 4-9=325/292, 5-9=-500/775 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 503 lb uplift at joint 2 and 503 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 207 lb up at 3-0-0, 106 lb down and 81 lb up at 5-0-12, 106 lb down and 81 lb up at 7-0-12, 106 lb down and 81 lb up at 7-6-4, and 106 lb down and 81 lb up at 9-6-4, and 240 lb down and 207 lb up at 11-7-0 on top chord, and 80 lb down and 31 lb up at 3-0-0, 29 lb down and 14 lb up at 5-0-12, 29 lb down and 14 lb up at 7-0-12, 29 lb down and 14 lb up at 7-6-4, and 29 lb down and 14 lb up at 9-6-4, and 80 lb down and 31 lb up at 11-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=60, 3-5=60, 5-7=60, 11-14=-20 e Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 ®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 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 ANSYrP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply Homes -Montoya Res. T19186236 J39068 CO2G Hip Girder 1 1 �J39068-Dansar Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 05:58:12 2020 Page 2 ID:mlYkujywi87? WU2QBS3YvpztDkK-BANFQ6MEBVs6U6bw4gHZ30gPJgU2Bbm[VFKTIczICiP LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-30(F) 5=-30(F) 10=39(F) 9=34(F) 4=25(1`) 8=39(1`) 17=-13(F) 18=-13(F) 19=-17(F) 20=17(F) ' WARNING -Verily design parameters 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 proper 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 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 Homes -Montoya Res. T19186237 J39068 D01G Half Hip Girder 1 1 �J39068-Dansar Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 `1 -0-10-8 8.330 s Jan 8 2020 MiTek Industries, Inc. -Tue Jan 21 06:58:13 2020 Page 1 I D: m IYkujywi87? W U2Q BS3YvpztDkK-gMxddS N svo_z6GA6eXoocEDc2Etjw4eukv3012ztC iO 6-7-10 2-7-10 4x4 = Scale = 1:15.0 10 3x6 = 2x4 = 3x6 II Or2-0 4-0-0 6-7-10 -2- 3-10-0 2-7-10 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017fTP12014 CSI. DEFL, in (loc) Vdefl Ud TC 0.26 Vert(LL) 0.03 6-9 >999 240 BC 0.22 Vert(CT) 0.03 6-9 >999. 180 WB 0.19 Horz(CT) -0.00 5 n/a n/a Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 4-5: 2x6 SP No.2 REACTIONS. (lb/size) 5=455/0-7-10, 2=387/0-7-10 Max Horz 2=145(LC 7) Max Uplift 5=-557(LC 5), 2=455(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-473/528, 34=387/516, 4-5=-421/498 BOT CHORD 2-6=-522/396 WEBS 4-6=-615/491 PLATES GRIP MT20 244/190 Weight: 31 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 7-11-11 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=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a. 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 557 lb uplift at joint 5 and 455 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 199 Ito down and 328 lb up at 4-0-0, and 100 lb down and 125 lb up at 5-11-3 on top chord, and 87 lb down and 121 lb up at 4-0-0, and 41 lb down and 59 lb up at 5-11-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=60, 3-4=60, 5-7=20 Concentrated Loads (lb) Vert: 3=-101(F) 6=83(F) 10=58(F) 11=35(F) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,111.7477 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 me fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVfP/i Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee street, Suite 312, Alexandra, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J39068-Dansar Homes -Montoya Res. T19186238 J39068 MV2 Valley 4 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:58:13 2020 Page 1 ID:m IYkujywi87? WU2QBS3YvpztDkK-gMxddSNsvo_z6GA6eXoocEDgYEwlw6Zukv3012ztCiO 2-0-0 2-0-0 5.00 2x4 Scale = 1:6.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 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 rile BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 5 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=51/2-0-0, 2=38/2-0-0, 3=13/2-0-0 Max Horz 1=32(LC 8) Max Uplift 1=-22(LC 8), 2=-39(LC 8) Max Grav 1=52(LC 13), 2=43(LC 13), 3=25(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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) 2 considers parallel to grain value using ANSIfrPI 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 22 lb uplift at joint 1 and 39 lb uplift at joint 2. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 �— �WARNING -Verily design parameters and READ NOTES ON iH15 AND INCLUDED MITEK REFERENCE PAGE M11-7477 rev. 10/07/2015 BEFORE USE. Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSUTP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suie 312, Alexandria, VA 22314. Tampa, FL 36610 r Job I russ Truss Type Qty Ply Homes -Montoya Res. [MV4 T19186239 J39068 Valley 2 1 �J39068-Dansar " Job Reference (optional) Cast u0a5t Iruss, rt. rlerce, rL J+V'40 rs.3su s Jan t1 zuzu mi I eK maustries, IOC. i ue Jan zl U0:00:14 zuzu rage 1 ID:mlYkujywi877WU2QBS3YvpztDkK-8ZVOroOUg6 ftQIICFK18RmnbdERfZpl yZpZgUztCiN 4-0-0 4-0-0 2 Scale = 1:11.1 3 2x4 � 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-P Weight: 13 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=125/4-0-0, 3=125/4-0-0 Max Horz 1=99(LC 7) Max Uplift 1=67(LC 8), 3=73(LC 8) Max Grav 1=126(LC 13), 3=140(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.0psf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 67 lb uplift at joint 1 and 73 lb uplift at joint 3. Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 v WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTeks connectors. This design is based only upon parameters shown, and is for an individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall i�Y�• building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanenfbracing 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 ANSIITP11 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 Type City Ply Homes -Montoya Res. TMV4A T19186240 J39068 Valley 1 1 JJ39068-Dansar Job Reference o tional East Coast Truss, R. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:58:14 2020 Page 1 ID:mlYkujywi87?WU2QB83YvpztDkK-BZVOro0Ug66gjQIICFK1BRmnbd9 fZplyZpZgUztCiN ' 4-0-0 4-0-0 Scale = 1:11.1 Lx4 — LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 TCDL 10.0 Lumber DOL - 1.25 BC 0.48 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Cade FBC2017rrP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=42/2-8-0, 4=208/0-1-8 Max Horz 1=99(LC 7) Max Uplift 1=-18(LC 8), 4=-181(LC 5) Max Grav 1=68(LC 14), 4=234(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 2 DEFL. in (loc) 1/deft L/d PLATES GRIP Vert(LL) -0.01 1-4 >999 240 MT20 244/190 Vert(CT) 0.01 1-4 >999 180 Horz(CT) -0.00 4 n/a n/a Weight: 13 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vu@=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 1 and 181 lb uplift at joint 4. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 r 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 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 ANS11TP/i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job fuss Truss Type Qty Ply Homes -Montoya Res. T19186241 J39068 MV4B Valley 1 1 �J39068-Dansar Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330s Dec 5 2019 MITek Industries, Inc. Tue Jan 21 10:40:052020 Page 1 ID:mlYkujywi87?WU2QBS3YvpztDkK-5tl xRfM0iTnBhnQtJNN4EYTKuBVvSYtP?uhx97ztAKe 3-10-8 4 3-10-8 1- Scale=1:11.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.01 1-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.01 1-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 13 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=42/2-8-0, 4=208/0-1-8 Max Horz 1=99(LC 7) Max Upliftl =-1 8(LC 8), 4=-181(LC 5) Max Gram 1=68(LC 14), 4=234(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 pat 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) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 Ito uplift at joint 1 and 181 lb uplift atjoint 4. LOAD CASE(S) Standard Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: January 21,2020 • WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI TEK REFERENCE PAGE 11711-7473 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 ANSI/TP11 Duality 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 t Tru Truss Truss Type Qty Ply Homes -Montoya Res. T19186242 J39068 Valley 1 1 �J39068-Dansar Job Reference (optional) o.aau s 3an a zuzu mi i eK maustries, mc. t ue ,Ian zt uo:omi o zuzu rage 1 ID:m IYkujywi877WU2QBS3YvpztDkK-4xdmGUPkCjMYzjvhJgMVDsr37RtB7TIKQtlguNztCiL Scale = 1:13.5 2 3 I 2x4 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 17 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=169/5-1-2, 3=169/5-1-2 Max Harz 1=134(LC 5) Max Uplift 1=-90(LC 8), 3=-98(LC 8) Max Gram 1=169(LC 13), 3=189(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 5-1-2 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 othermembers. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 1 and 98 lb uplift at joint 3. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6034 8904 Parke East Blvd. Tampa FL 33810 Date: January 21,2020 ® WARNING -Verily 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 property Incorporate this design Into the overall HT 11- building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suhe 312, Alexandria, VA 22314. Tampa, FL 36610 Job a Truss Truss Type City Ply Homes -Montoya Res. T19186243 J39068 MV6 Valley 1 �J39068-Dansar 1 Job Reference (optional) Cast L oast I russ, m. vierce, FL 34e4b t1.33U s Jan b zuzu MI I eK Inaustrles, Inc. I Lie Jan Z I U1o:oti:Ib 2U2u Vage 1 ID:m IYkujywi87? W U2QB S3YvpzlDkK-4xdm GU PkgMYzjvhJgMVDsrOTRgh7TIKQtlguNztCiL , 5-10-6 5-10-6 2x4 II 2 3 2x4 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 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) 1=200/5-10-6, 3=200/5-10-6 Max Horz 1=159(LC 5) Max Uplift 1=106(LC 8), 3=116(LC 8) Max Grav 1=201(LC 13), 3=224(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:15.3 PLATES GRIP MT20 2441190 Weight: 20 lb FT = 0% Structural wood sheathing directly applied or 5-10-6 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=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 psi 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 106 lb uplift at joint 1 and 116 lb uplift at joint 3. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 • 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 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 �1e building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-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 t Truss Truss Type City Ply Homes -Montoya Res. T19186244 J39068 MV6A Valley 1 1 �J39068-Dansar Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 9 Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:58:17 2020 Page 1 ID:mlYkujywi87?WU2QBS3YvpztDkK-Y8B8TgQNz1 UPatUttNtkm40HnrEtswdU96 ERpztCiK ' 4-10-8 4-10-8 1-1.8 4x4 = 448-0 4r10-8 6-M Scale = 1:14.0 4-8-0 -2-8 1-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.01 1-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.02 1-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 22 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=139/4-8-0, 6=271/0-1-8 Max Horz 1=133(LC 5) Max Uplift 1=-73(LC 8), 6=-208(LC 5) Max Grav 1=140(LC 13), 6=283(LC 13) 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=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 id between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 1 and 208 lb uplift at joint 6. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33910 Date: January 21,2020 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 Sal" building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J39068-Dansar Homes -Montoya Res. T19186245 J39068 MV6B Valley 1 1 Job Reference (optional) test coast I russ, rt. Pierce, I-L 34tl4b 8.330 s ,Ian U 2U2u MI I eK Industries, Inc. I us Jan 21 ub:b8:1 12UZU Page 1 ID:mlYkujywi87?WU2QBS3YvpztDkK-Y8B8TgQNz1 UPatUttNtkm40lmrDOswzUfxl ERpztCiK i 3-10-8 6-0-0 3-10-8 2-1-8 Scale = 1:12.7 4x4 = 2x4 II 2 3 2x4 - 1x4 II 6 5 3-10-8 48-0 6-0-0 ' 3.10.8 0-1 1-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.00 1-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.01 1-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 20 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=129/4-8-0, 6=65/4-8-0, 5=216/0-1-8 Max Horz 1=101(LC 5) Max Uplift 1=76(LC 8), 5=-277(LC 5) Max Grav 1=130(LC 13), 6=130(LC 11). 5=216(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 6-0-0 oc puriins, 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=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to hearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 1 and 277 lb uplift at joint 5. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 ®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 H HTbuilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek- ls 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 Criterfa, DSB49 and BCS/Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type City Ply J39068-Dansar Homes -Montoya Res.T19186246 T J39068 Jack -Open 12 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jain 8 2020 MiTek Industries, Inc. Tue Jan 21 06:58:18 2020 Page 1 ID: m IYkuj ywi87? WU2QBS3YvpztDkK-0KI W hAR?kLcGC 123R5OzJHwWOFd7bN odtBnnzFztCiJ -0-10-8 0-111 0-10-8 10-11-4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 TCDL 10.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=10/Mechanical, 2=114/0-7-10, 4=2/Mechanical Max Horz 2=57(LC 8) Max Uplift 3=8(LC 5). 2=123(LC 8) Max Grav 3=14(LC 13), 2=114(LC 1). 4=12(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:6.7 2x3 = DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.00 7 >999 240 MT20 244/190 Vert(CT) -0.00 7 >999 180 Horz(CT) 0.00 2 n/a n/a Weight: 4 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 pat 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 8 Ib uplift at joint 3 and 123 lb uplift at joint 2. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 8834 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 • AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 HT It 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 ANSLITF11 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 c rus Truss Type City Ply Res. [ZCJ1EA T19186247 J39068 Jack -Open 2 ' 'I �J39068-Dansarl­fomes-Montoya Job Reference (optional) East Coast Truss, Ft. Pierce,.FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:58:18 2020 Page 1 I D:m IYkujywi87? W U2QB S3YvpztDkK-OKI W hAR?kLcGC 123R5OzJ HwWOFd7bNodtBn nzFztC iJ -0-10-8 0.11-4 ' 0-10-8 0-11-4 Scale = 1:6.7 24 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 4 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 0-11-4 cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 3=10/Mechanical, 4=2/Mechanical, 2=114/0-7-10 Max Harz 2=57(LC 8) Max Uplift 3=8(LC 5), 2=-123(LC 8) Max Grav 3=13(LC 13), 4=12(LC 8), 2=114(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch 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 8 lb uplift at joint 3 and 123 lb uplift at joint 2. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 Y I&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 verity the applicability of design parameters and property incorporate this design into the overall• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and 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 Homes -Montoya Res. T19186248 J39068 ZCJ 3 Jack -Open 5 1 �J39068-Dansar Job Reference o5tional CdJI IiUGffi IIUSD, rt. r1U1UU, rLJ W40 2x3 = 2-11-4 m oju s Jan O GULU IVII I eK mcusrrles, Inc. I ue Jan Gl moo: "I'd LULU rage != .' Scale = 1:10.9 2-11-4 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udef1 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC OA5 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Cade FBC2017/TP12014 Matrix -MP Weight: 11 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=71/Mechanical, 2=175/0-7-10, 4=36/Mechanical Max Horz 2=106(LC 8) Max Uplift 3=-65(LC 8), 2=-131(LC 8), 4=5(LC 8) Max Grav 3=80(LC 13),2=175(LC 1),4=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 65 lb uplift at joint 3, 131 lb uplift at joint 2 and 5 lb uplift at joint 4. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33010 Date: January 21,2020 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 HV 11- building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with 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 Job r ss Truss Type Cty Ply J39068-Dansar Homes -Montoya Res.T19186249 1Z'u J39068 CJ3A Jack -Open 1 1 Job Reference (optional) East Coast -Truss, Ft. Pierce, FL 34946 2x3 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 TCDL 10.0 Lumber DOL 1.25 BC 0.15 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 1=115/0-7-10, 2=75/Mechanical, 3=40/Mechanical Max Harz 1=73(LC 8) Max Uplift 1=-47(LC 8), 2=70(LC 8), 3=11(LC 8) Max Grav 1=118(LC 13), 2=84(LC 13), 3=53(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:58:19 2020 Page 1 ID:mlYkujywi87?WU20BS3YvpztDkK-UWlvuWSdVek7gBdG_ovCrVTg1 exEKg2m6gWKViztCil Scale = 1:10.9 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.01 3-6 >999 240 MT20 2441190 Vert(CT) -0.01 3-6 >999 180 Horz(CT) -0.00 2 n/a n/a Weight: 9 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 Ib uplift at joint 1, 70 lb uplift at joint 2 and 11 lb uplift at joint 3. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: January'21,2020 ' & 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 MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not HV 11, a truss system. Before use, the building designer must verily 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 ANS11TP/1 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, VA22314. Tampa, FL 36610 Job I Truss Truss Type City Ply Homes -Montoya Res. T19186250 J39068 ZCJ3.B Jack -Open 2 1 �J39068-Dansar Job Reference (optional) Ceel liUeSI I[UJ., rl. rlelOe, rL 39yYO -0-10-8 2x3 = 2-11-4 o.aau s dan a zuzu mi I eK inausmes; inc. r ue dan zi ua:oa:zu zuzu rage i ?WU2QBS3YvortDkK-zisH5sSFGvs RLCSYVQROiOrl21u3HIwLUGulBztCiH LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 4-7 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=71/Mechanical, 2=175/0-7-10, 4=36/Mechanical Max Horz 2=106(LC 8) Max Uplift 3=-76(LC 8), 2=-194(LC 8), 4=-56(LC 8) Max Grav 3=72(LC 13), 2=175(LC 1), 4=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:10.9 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch 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 76 lb.uplift at joint 3, 194 lb uplift at joint 2 and 56 lb uplift at joint 4. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6964 Parke East Blvd. Tampa FL 33610 Data: January 21,2020 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 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 ANSVTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Padre 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 City Ply Res. T19186251 J39068 ZCJ3T Jack -Open 2 1 �J39068-DansarHomes-Montoya Job Reference o tional East Coast Truss, Ft: Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:58:20 2020 Page 1 I D: m IYkujywi87? W U2 QB S3YvpztDkK-zisH5sS FGys_RLCSYVQROiOrO2lS3H swLUGuI 8ztCiH '-0-10-8 2-1-10 2-7-10 2-11-4 0-10-8 2-1-10 0 6 0 0-3-10 2x3 = 2-7-10 9-7-in Scale = 1:10.9 Plate Offsets (X,Y)— [4:Edge,0-1-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 12 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=160/0-7-10, 4=122/Mechanical Max Horz 2=114(LC 8) Max Uplift 2=-115(LC 8), 4=103(LC 8) Max Grav 2=160(LC 1). 4=131(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 115 lb uplift at joint 2 and 103 lb uplift at joint 4. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33010 Data: January 21,2020 • ®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 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 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 1 Truss Truss Type Oty Ply7J3906e8feDansarHomes-Montoya Res.T19186252 J39068 ZCJ5 Jack -Open 5nce (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:58:21 2020 Page 1 ID:mlYkujywi87?WU2QBS3YvpztDkK-RvQfJBTt1 G_r3Vne6DygwwYxOSZpokY3Z8?RaaztCiG • 0-10 8 4-11-4 ' 0-10-8 4-11-4 Scale = 1:15.0 2x3 = 4-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 17 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=129/Mechanical, 2=252/0-7-10, 4=61/Mechanical Max Horz 2=157(LC 8) Max Uplift 3=121(LC 8), 2=160(LC 8), 4=-8(LC 8) Max Grav 3=146(LC 13), 2=254(LC 13), 4=88(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=3.0psf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 121 lb uplift at joint 3,,160 lb uplift at joint 2 and 8 lb uplift at joint 4. 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. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: January 21,2020 • &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 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 HV 21^ 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 ANS11TP/1 Oaal ty 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 t Truss Truss Type Qty Ply Homes -Montoya Res, T19186253 J39068 ZCJ5A Jack -Open 1 1 �J39068-Dansar Job Reference (optional) East Coast Truss, - Ft. Pierce, FL 34946 2x3 = 4-11-4 4-11-4 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:58:21 2020 Page 1 ID:mlYkujywi87?WU2QBS3YvpztDkK-RvQfJBTt1 G_r3Vne6DygwwYw5SZdokY3Z8?RaaztCIG LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.05 3-6 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.06 3-6 >950 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SIP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=195/0-7-10, 2=132/Mechanical, 3=63/Mechanical Max Horz 1=123(LC 8) Max Uplift 1=81(LC 8), 2=-125(LC 8), 3=-12(LC 8) Max Grav 1=200(LC 13), 2=148(LC 13), 3=89(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:15.0 PLATES GRIP MT20 244/190 Weight: 15 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 81 lb uplift at joint 1, 125 lb uplift at joint 2 and 12 lb uplift at joint 3. 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. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 • AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 IyliTek• 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 ANSb TP/t 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 i Truss Truss Type Qty Ply Homes -Montoya Res. T19186254 J39068 ZCJ5T Jack -Open 2 1 �J219068-Dansar Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:58:22 2020 Page 1 ID:mlYkujywi87?WU2QBS3YvpztDkK-v5_1 WXUVnZ7hheMrgwTvT752Asu7XB7Dool?60ztCiF -10.8 2-1-10 2-7-10 4-11-4 0-10-8 ' 2-1-10 0-6-0 2-3-10 2x3 = LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 TCDL 10.0 Lumber DOL 1.25 BC 0.46 BCLL 0.0 Rep Stress Incr YES WB 0.04 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=110/Mechanical, 2=256/0-7-10, 6=84/Mechanical Max Horz 2=157(LC 8) Max Uplift 5=-88(LC 8), 2=-159(LC 8), 6=-40(LC 8) Max Grav 5=122(LC 13), 2=258(LC 13). 6=91(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:15.0 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.08 7 >698 240 MT20 244/190 Vert(CT) -0.10 7 >581 180 Horz(CT) 0.04 6 n/a n/a Weight: 19 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 88 lb uplift at joint 5, 159 lb uplift at joint 2 and 40 lb uplift at joint 6. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Data: January 21,2020 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 my building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/f 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 F Truss Truss Type City Ply J39068-Dansar Homes -Montoya Res. T19186255 J39068 ZEJ3 Jack -Open 6 1 Job Reference (optional) East Coast Truss, R. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:58:23 2020 Page 1 ID:mlYkujywi87? WU20BS3YvpztDkK-NHYPktWYtFYlox1 De_BOLeMBGNGel M1 SUYeTztCiE • ,-0-10-8 3-0-0 ' 0-118 ' 3-0-0 Scale=1:11.1 24 = 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 11 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=73/Mechanical, 2=178/0-7-10, 4=37/Mechanical Max Harz 2=108(LC 8) Max Uplift 3=-66(LC 8), 2=-132(LC 8), 4=-5(LC 8) Max Grav 3=82(LC 13), 2=178(LC 1), 4=53(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 66 lb uplift at joint 3, 132 lb uplift at joint 2 and 5 lb uplift at joint 4. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: January 21,2020 • WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall my building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IVI iTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 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 J39068-Dansar Homes -Montoya Res. T19186256 J39068 ZEJ4 Jack -Open 2 1 Job Reference (optional) East Coast Truss, R. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:58:23 2020 Page'1 ID:mlYkujywi87?WU2QBS3YvpztDkK-NHYPktV7YtFYlox1 De_BOLeKpGHbGel M1 SUYeTztCiE -0-10.8 4-M 0-10-8 4-0-0 2x3 = 4-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.04 4-7 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.03 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=102/Mechanical, 2=216/0-7-10, 4=49/Mechanical Max Horz 2=133(LC 8) Max Uplift 3=-109(LC 8). 2=232(LC 8), 4=-78(LC 8) Max Grav 3=104(LC 13), 2=216(LC 1). 4=71(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:13.1 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch 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 109 lb uplift at joint 3, 232 lb uplift at joint 2 and 78 lb uplift at joint 4. 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. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11711.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall�- building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/7 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 k Truss Truss Type Qty Ply Homes -Montoya Res.T19186257 J39068 ZEJ7 Jack -Open 22 1b L9068-Dansar Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:58:24 2020 Page 1 ID:mlYkujywiB7?WU2QBS3YvpztDkK-rU6oxDWmJBNPwyWDnLVNYYAQVfTa?5H WG6E5AvztCiD A' 7-M 0210-8 740-0 Scale = 1:20.1 3x3 = 7-0-0 7-0-0 Plate Offsets (X,Y)— [2:0-0-13,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.16 4-7 >521 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.22 4-7 >372 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 23 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=1 91 /Mechanical, 2=33310-7-10, 4=83/Mechanical Max Horz 2=209(LC 8) Max Uplift 3=179(LC 8). 2=193(LC 8), 4=-9(LC 8) Max Grav 3=214(LC 13), 2=338(LC 13), 4=124(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=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 179 Ib uplift at joint 3, 193 Ib uplift at joint 2 and 9 Ib uplift at joint 4. 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. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 + AWARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. aaaaaa Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall HT 21- 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 ANSLITP/i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety In(ormatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 6 Truss Truss Type Qty PlyTJReference -Dansar Homes -Montoya Res. T19186258 J39068 ZEJ7A Jack -Open 1 (optional) Cast toast i cuss, -t-L Pierce, I-L 3494ti 8.330 s Jan 8 2020 MTek Industries, Inc. Tue Jan 21 06:58:24 2020' Page 1 ID:mlYkujywi877WU2QBS3YvpztDkK-rU6oxDWmJBNPwyWDnLVNYYANRfXt75S WG6E5AvztCiD -0-10 8 5-8-11 7-0-0 0-10-8 5-8-11 1-35 3x3 = 5-8-1 4x4 = Scale = 1:18.3 Plate Offsets (X,Y)— [2:0-0-1,0-0-111 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 0.83 Vert(LL) 0.22 6-9 >383 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.28 6-9 >294 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.07 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 26 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=36/Mechanical, 2=333/0-7-10, 5=238/Mechanical Max Horz 2=179(LC 8) Max Uplift 4=-31(LC 4), 2=205(LC 8), 5=-146(LC 8) Max Grav 4=36(LC 1). 2=339(LC 13), 5=252(LC 13) 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=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 31 lb uplift at joint 4, 205 lb uplift at joint 2 and 146 lb uplift at joint 5. 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. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: January 21,2020 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 MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall �- building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP/t Qualify 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 I Truss Type Qty Ply J39068-Dansar Homes -Montoya Res. TZEJs7T T19186259 J39068 Jack -Open 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:58:25 2020 Page 1 ID: m IYkujywi87? W U2QB S3YvpztDkK-JggA9Z W04U VGY65QL30c5mjXp3szkYifU mzfjLztCiC -0-10-8 2-1-10 2-7-10 7-0-0 0-10-8 2-1-10 0-6-0 4-4-6 2x4 = 2-7-10 2-7-16 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-7: 2x4 SP No.3 WEBS 2x4 SP No.3 CSI. DEFL. in floc) I/deft Ud TC 0.79 Vert(LL) 0.26 7 >323 240 BC 0.64 Vert(CT) -0.30 7 >278 180 WB 0.05 Horz(CT) 0.11 6 n/a n/a Matrix -AS REACTIONS. (lb/size) 5=171/Mechanical, 2=339/0-7-10, 6=107/Mechanical Max Horz 2=209(LC 8) Max Uplift 5=-146(LC 8), 2=191(LC 8), 6=-41(LC 8) Max Grav 5=190(LC 13), 2=343(LC 13), 6=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:20.1 0 ld PLATES GRIP MT20 244/190 Weight: 25 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 146 lb uplift at joint 5, 191 lb uplift at joint 2 and 41 lb uplift at joint 6. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: January 21,2020 *®WARNING - 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 verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - ANSI?P/1 Quality Criteria, DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type City Ply Homes -Montoya Res. T19186260 J39068 ZHJ3 Diagonal Hip Girder 2 1 �J39068-Dansar Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:58:25 2020 Page 1 ID: m IYkujywi87? W U2Q BS3YvpztDkK-JggA9Z W04UVGY65QL3Oc5mjgd3_EkYXfUmzfjLztC i C 1-2-14 4-2-3 1-2-14 4-2-3 Scale = 1:10.9 m r; n c5 2x4 = 4-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.03 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 15 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SO No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SO No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=102/Mechanical, 2=247/0-10-7, 4=50/Mechanical Max Horz 2=107(LC 8) Max Uplift 3=-84(LC 8), 2=-197(LC 8), 4=-4(LC 8) Max Grav 3=104(LC 25), 2=247(LC 1), 4=74(LC 3) FORCES. (Ib) -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=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 84 lb uplift at joint 3, 197 lb uplift at joint 2 and 4 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 22 lb up at 1-4-15, and 96 lb down and 22 lb up at 1-4-15 on top chord, and 16 lb down and 2 lb up at 1-4-16, and 16 lb down and 2 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 1-3=60, 4-5=20 Concentrated Loads (lb) Vert: 9=5(F=2, B=2) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Date: January 21,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall HT 31' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suhe 312, Alexandria, VA 22314. Tampa, FL 36610 Job t Truss Truss Type City Ply Homes -Montoya Res. T19186261 J39068 ZHJ4 Diagonal Hip Girder 1 1 �J39068-Dansar Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:58:26:2020 Page 1 ID: m IYkujywi87? WU2Q BS3YvpztDkK-nsEYMvXOrod79 GgcvmXrdzG nXTHf r?noj Qj C FortC iB 1-2-14 2-11-15 5-7-2 1-2-14 2-11-15 2-7-3 Scale = 1:12.9 2x4 = 5-7-2 5-5-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.14 4-7 >472 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.12 4-7 >552 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 19 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=143/Mechanical, 2=305/0-10-13, 4=82/Mechanical Max Horz 2=132(LC 8) Max Uplift 3=-150(LC 8), 2=347(LC 8), 4=117(LC 8) Max Grav 3=143(LC 1). 2=305(LC 1), 4=103(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuR=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; parch 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 tilt 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 150 lb uplift at joint 3, 347 lb uplift at joint 2 and 117 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 22 lb up at 1-4-15, 96 lb down and 22 lb up at 1-4-15, and 45 lb down and 99 lb up at 4-2-15, and 45 Ib down and 99 lb up at 4-2-15 on top chord, and 77 lb down and 2 lb up at 1-4-15, 77 lb down and 2 lb up at 1-4-15, and 23 lb down and 6 lb up at 4-2-15, and 23 lb down and 6 lb up at 4-2-15 an bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 1-3=60, 4-5=20 Concentrated Loads (lb) Vert: 9=-O(F=-0, B=0) 10=5(F=2, B=2) 11=18(F=-9, B=-9) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 • & 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 my building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1/rPr1 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, VA22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply J39068-Dansar Homes -Montoya Res. T19186262 J39068 ZHJ7 Diagonal Hip Girder 3 1 Job Reference (optional] east coast I russ, rt. vierce, rL 34`J4b 8,330 s Jan 8 2020 MiTek Industries, Inc: Tue Jan 21 06:58:27 2020 Page 1 ID: m IYkujywi 87? W U2Q B S3YvpztDkK-F3nwZFYec6t_nQ FoS U 34ABoyKta6C N6yy4SlnEztC iA `-1-2-14 5-1.6 9-10-1 1-2-14 5-1-6 4-8-11 Scale=1:20.9 2x4 = Ixb 11 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.06 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a Tile BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 41 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=143/Mechanical, 2=521/0-10-7, 5=366/Mechanical Max Harz 2=208(LC 21) Max Uplift 4=-138(LC 8), 2=356(LC 8), 5=-215(LC 8) Max Grav 4=143(LC 1), 2=536(LC 25), 5=382(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1042/526 BOT CHORD 2-7=-628/951, 6-7=628/951 WEBS 3-7=-40/287, 3-6=1012/668 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=3.Opsf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 138 lb uplift at joint 4, 356 lb uplift at joint 2 and 215 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 22 lb up at 1-4-15, 96 lb down and 22 lb up at 1-4-15, 127 lb down and 95 lb up at 4-2-15, 126 lb down and 88 lb up at 4-2-15, and 170 lb down and 159 lb up at 7-0-14. and 168 lb down and 155 lb up at 7-0-14 on top chord, and 16 lb down and 2 lb up at 1-4-15, 16 lb down and 2 lb up at 1-4-15, 28 lb down and 21 lb up at 4-2-15, 26 lb down and 14 lb up at 4-2-15, and 49 lb down and 28 lb up at 7-0-14, and 48 lb down and 24 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 14=60, 5-8=20 Concentrated Loads (Ib) Vert: 12=-O(B) 13=91(F=45, B=-47) 14=5(F=2, B=2) 15=-20(F=-8, B=12) 16=68(F=33, B=35) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6034 6904 Parke East Blvd. Tampa FL 33610 Date: January 21,2020 AWARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. -- Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall �- building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fabrication, storage, delivery, erection and bracing ofirusses and truss systems, see ANSUTP11 Quality Criteda, DSB-89 and SCSI Build(ng 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 Homes -Montoya Res. �J39068-Dansar T19186263 J39068 ZHJ7T Diagonal Hip Girder 1 1 Job Reference (optional) Last toast truss, m. rterce, rL 44V45 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 06:58:28 2020 Page 1 ID:mlYkujywi877WU2QBS3YvpzlDkK-kFLInbZGNPtrPZp_OBaJjO L6vHuOxuH5AkCJJgztCi9 ' 3-0-0 3: 6-7-4 3-0-0 9-10-1 ' ' 0-8-0 2-11-5 3-2-13 Scale = 1:19.2 I� N N O) N O O 2X4 11 6-2-1 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 0.54 Vert(LL) 0.42 4-10 >268 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.45 4-10 >248 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.11 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 39 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x6 SP DSS TOP CHORD Structural wood sheathing directly applied or 5-10-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=505/0-10-7, 3=433/Mechanical, 4=110/Mechanical Max Horz 1=167(LC 8) Max Uplift 1=-311(LC 8), 3=334(LC 8), 4=-48(LC 8) Max Grav 1=517(LC 25), 3=435(LC 25). 4=119(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.0psf; h=15ft; B=50ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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) Bearing at joint(s) 1 considers parallel to grain value using ANSI/rPl 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 311 lb uplift at joint 1, 334 lb uplift at joint 3 and 48 lb uplift at joint 4. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 lb down and 20 lb up at 1-4-15, 83 lb down and 20 lb up at 1-4-15, and 186 lb down and 144 lb up at 7-0-14, and 186 lb down and 144 lb up at 7-0-14 on top chord, and 21 lb down at 1-4-15, 21 lb down at 1-4-15, 57 lb down and 91 lb up at 4-2-15, 57 lb down and 91 lb up at 4-2-15, and 31 lb down and 28 lb up at 7-0-14, and 31 lb down and 28 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=81, 3-9=60, 4-8=20 Concentrated Loads (lb) Vert: 8=-5(F=-3, B=-3) 12=-122(F=-61, B=-61) 13=-114(F=-57, B=-57) 14=-36(F=-18, B=-18) Thomas A.AlbaniPE No.39380 MiTek USA, Inc. FL Cert 6634 69" Parke East Blvd. Tampa FL 33610 Date: January 21,2020 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall�- building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH 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 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. O'116rr For 4 x 2 orientation, locate plates 0- 'r+6' 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 numberwhere bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: 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. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP 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 !All a M!Tek 0 MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. l