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HomeMy WebLinkAboutTRUSS�7 Site Information: Customer Info: GHO Homes Project Name: Murphy Residence Model: Lot/Block: 35 1 Subdivision: Waldo Pepper Address: Lot 35 Waldo Pepper Drive City: Port St. Lucie i State: FL 6904 Parke East Blvd. �TTa a FL 33610-4115 Tacoma -MeciI er'annean Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Do not l 3 N-ewell�- License* 052 o c� Address: // to 3 y Sw �0 �J elna f'}- . City: P4- f1- W C � State: 1�L General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017JTP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All Heigh1I Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 85 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date I No. Seal# Truss Name Date 1 1 T13165893 -CA 217/18 118 1 T13165910 1 -EJ24 217/18 12 I T13165894 I -CJ3 12/7/18 119 I T13165911 I -EJ24A 1217/18 13 I T13165896 I -CJ3A 1217/18 120 1 T13165912 1-EJ31 12/7/18 1 14 I T13165896 I -CJ5 12R/18 121 1 1 T13165913 I -EJ56 1217/18 15 IT13165897I-CJ5A 12/7/18 122 11T131659141~EJ68 1217/18 16 1 T13165898 1 `CJ5B 12/7/18 123 1 T13165915 1 ~1-1J2 1 2R/18 17 I T13165899 I -CJ5C 12R/18 124 1 T13165916 I -HJ3 1217/18 18 I T13165900 I -EJ26 1217/18 125 1 T13165917 1-HJ7 12R/18 19 I T13165901 I -EJ3 1217/18 126 1 T13165918 I -HJ24 12R/18 110 I T13165902 I ~EJ7 12R/18 127 1 T13165919 1 -HJ56 12R/18 Ill IT13165903 I-EJ7A 12R/18 128 '1T13165920I-HJ68 12R/18 112 I T13165904 I -EJ713 1217/18 129 1 T13165921 1-HJ85 1217/18 113 I T13165905 I -EJ7C 1217/18 130 I T13165922 I A01 129/18 114 I T13165906 I -EJ 16 12/7/18 131 1 T13165923 1 A02G 12/7/18 115 I T13165907 I -EJ 16A 12R/18 132 1 T13165924 1 A03 1217/18 J 116 I T13165908 I -EJ 19 1217/18 133 1 T13165925 I A04 1217/18 117 I T13165909 I -EJ21 1217/18 134 1 T13165926 I A05 12R/18 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, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) Identified and that the designs comply with ANSUTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTeWs customers file reference purpose only, and was not taken into account in the preparation of i1Iru,,11-11i -9 s 8 •_i ?� STATE OF '. these designs. MiTek has not independently verified the applicability of the design -11FIRM1,110 parameters or the designs for any particular building. Before use, the building designer ThomasA. Albanl PE N093W should verify applicability of design paran*ters and properly incorporate these designs MiTek USA, Inc: FL;W 6fi34 into the overall building design per ANSI/ITPI 1, Chapter 2. 66904 Parke.E691:1110 66IOAFL336to FI uary 7,2018 %.0# 1 am, Thomas , 1 of 2 RE: J35278 - J35278 GHO Lot 35 Murphy Residence Site Information: ! Customer Info: GHO Homes Project�Name: Murphy Residence Model: Tacoma -Mediterannean Lot/Block: 35 Subdivision: Waldo Pepper Address: Lot 35 Waldo Pepper Drive City: Port St. Lucie I State: FL No. Seal# Truss Name Date 178 No. Seal# Truss Name12/7/18 Date 35 T13165927 A06G 2/7/18' T13165970 F05 136 I T13165928 I A07 12/7/18 179 I T13165971 I F06 12/7/18 I 137 IT13165929 I A08 12/7/18 I80 I T13165972 I F07G 12/7/18 I 138 I T13165930 I A09 12/7/18 181 I T13165973 I G01 12/7/18 I 139 IT13165931 I A10 12/7/18, 182 I T13165974 I G02G 12/7/18 I I40 IT13165932 I A11 12/7/18 183 I T13165975 I H01 12/7/18 I 141 IT13165933 I Al2 12/7/18 184 IT13165976 I MV2 12/7/18 I 142 IT13165934 I A13 12/7/18 185 I T13165977 I MV4 12/7/18 1 143 IT13165935 I A14 12/7/18 I I I I I I I I I I I 1 I I I I I I I I I I I I 144 IT13165936 I A15 12/7/18 I 145 IT13165937 I A16 12/7/18 I 146 IT13165938 I A17G 12/7/18 I 147 IT13165939 I A18 12/7/18 I 148 IT13165940 I A19 12/7/18 I 149 IT13165941 I A20 12/7/18 I I50 IT13165942 I A21 G 12/7/18 I 151 I T13165943 I A22 12/7/18 I I52 IT13165944 I A23 12/7/18 I 153 IT13165945 I A24 12/7/18 I 154 IT13165946 I A25 12/7/18 . I 155 IT13165947 I A26G 12/7/18 156 IT13165948 I B01 12/7/18 157 IT13165949 I B02 12/7/18 158 IT13165950 I B03 12/7/18 159 IT13165951 I B04 12/7/18 I60 IT13165952 I B05G 12/7/18 161 IT13165953 I B06G 12/7/18 162 1T13165954IC01G 12/7/18 163 IT13165955 I D01G 12/7/18 164 IT13165956 I D02 12/7/18 165 I T13165957 J D03 12/7/18 166 IT13165958 I D04 12/7/18 167 IT13165959 I D05 12/7/18 �68 IT13165960 I D06 12/7/18 169 IT13165961 I D07G 12/7/18 I70 IT13165962 I E01G , I2/7/18 171 IT13165963 I E02 12/7/18 172 IT13165964 I E03 12/7/18 173 IT13165965 I E04 12/7/18' 174 IT13165966 I F01 12/7/18 175 IT13165967 I F02 12/7/18 176 IT13165968 I F03 12/7/18 177 IT13165969 I F04 12/7/18 2 of 2 Job 1• Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence ' T73165893 J35278 —CJ1 JACK -OPEN; 18 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.13U s Sep 1b zui r mi I eK industries, inc. Wed Feb / uaasad 2016 rage t I D:YPzWChtsRb_ci4Mj 7f NNgjz Fu bc-wlpu kDw922wRxK8m6gThfxj Bu B Fe RYoXbMrYgTznZXd 1 -1-0-0 -0-0 1-0-0 1-0-0 MWFRS WIND DESIGN AS SPECIFIED BY EN( TYPICAL FOR ALL TRU OD USED EXCLUSIVELY t OF RECORD. IN THIS JOB. r ow 0 6 6 Scale = 1:7.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=9/Mechanical, 2=159/0-8-0, 4=-4/Mechanical Max Horz 2=73(LC 8) Max Uplift 3=-6(LC 5), 2=-128(LC 8), 4=-4(LC 1) Max.Grav 3=12(LC 13), 2=159(LC 1), 4=21(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; 6=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) 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 I I I I I i will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. ``ttt ,��� p,S A. �e 4j 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Ut=lb) 2=128. �� \`+`, ��G E N S�• q2/'�� `,,���0 No 39380 P •. ��T� ' • R N '11n 11tttt Thomas A. Marl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek0 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 1 V I 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 ANSUTPI1 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 Truss Truss Type Qty Ply J35278 GHO Lot35 Murphy Residence T13165894 J35278 —CJ3 JACK-OPENI 11 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:53:59 2018 Page 1 I D:YPzW ChtsRb_ci4 Mj?fNNgjzFubc-OxN GxZxnpL21ZUjyg N_wB 8F M BbZ6A?2gpOb6CvznZXc 1-0-0 1 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 TCDL 15.0 Lumber DOL 1.25 BC 0.14 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=8 1 /Mechanical, 2=22010-8-0, 4=37/Mechanical Max Horz 2=127(LC 8) Max Uplift 3=-52(LC 8), 2=-113(LC 8), 4=1(LC 5) Max Grav 3=89(LC 13), 2=220(LC 1), 4=54(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: V=1' 3-0-0 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.00 4-8 >999 240 MT20 244/190 Vert(CT) -0.01 4-8 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=113. ,`,`��lllllll/�/,,, `♦♦,O�p,S GE•NS'.'9 No 39380 • i is%e. C? 11 �O N A O"'t%% 11111 Thomas A. Albans PE No.39380 Mriek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type City Ply J35278 GHO Lot 35 Murphy Residence T13165895 J35278 —CJ3A JACK -OPEN 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. wed t-eD 7 09:53:59 20i8 rage 1 ID:YPzWChtsRb_ci4Mj?fNNtljzFubc OxNGxZxnpL21ZUjygN_wB6FJ1bZjA?2gpOb6CvznZXc -1-5-0 1-2-1 3-7-1 1-5-0 1-2-1 2-5-0 Scale = 1:17.2 6.00 , 2 I 0 3x3 i 2 N 0 5 0 Li 6 21 7 11 2x3 11 1-2-1 + 3-7-1 ,21 25-0 Plate Offsets (X Y) 13:0 3 0 0 0 81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.01 3-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 3-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MR Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-7-1 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 7=303/0-6-0, 4=84/Mechanical, 5=34/Mechanical Max Horz 7=165(LC 8) Max Uplift 7=140(1_C 8), 4=-68(LC 8), 5=-11(LC 5) Max Grav 7=303(LC 1), 4=96(LC 13), 5=58(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) 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. ors+++++11111I11f1 ►�`` p;S A- 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb) G E IV 7=140. ,. �� `�.`,�� No 39380 ` �tr � . 0 R 1 /O N Thomas A. Albani PE No.39360 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall �-�•YY 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 ANSIITP11 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, aexandda, VA 22314. Tampa, FL 36610 Job i Truss Truss Type City Ply J35218 GHO Lot 35 Murphy Residence T13165896 J35278 -CJ5 JACK -OPEN 9 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.13U s Sep 15 2017 ivn i uk muusuros, mo. vvcu r=u r � - , ogo I D:YPzW ChtsRb_ci4Mj?fNNgjzFu b c-t6xe9vyPafABBel8D5V9kMoRg_rbvS lg 2gKfkLznzxb 1-0.0 15-0-0 2X4 = 5-0-0 Scale = 1:17.0 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 0.57 Vert(LL) 0.04 4-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.07 4-8 >905 180 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 -AS Weight: 19 lb FT = 20% 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. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=150/Mechanical, 2=30510-8-0, 4=64/Mechanical Max Horz 2=183(LC 8) Max Uplift 3=-100(LC 8). 2=-124(LC 8), 4=-3(LC 8) Max Grav 3=163(LC 13), 2=305(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) 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 fifbetween the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=100, 2=124. 7) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,�Z`,•��G S�c'•,2j �i No 39380 i 3 �• = .0 R Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall tt building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and ;property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, A,lexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qly Ply J35278 GHO Lot 35 Murphy Residence T13165897 J35278 —CJ5A JACK -OPEN 1 1 Job Reference optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:00 2018 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-t8xe9vyPafA8Bel8D5V9kMoMx oVvSlg2gKikLznZXb 1-0-0 1-11-14 6-0-0 1-0-0 1-11-14 3-0-2 Scale = 1:17.0 $I 1 3x3 = 1-11-14 2-11-14 5-0-0 1-11-14 1-0-0 2-0-2 Plate Offsets (X,Y)— 11.0-2-4 0-0-81 12:0-1-8 Edcel 13:0-2-12,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 TCDL 15.0 Lumber DOL 1.25 BC 0.64 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=140/Mechanical, 2=315/0-8-0, 5=85/Mechanical Max Horz 2=183(LC 8) Max Uplift 4=-83(LC 8), 2=121(LC 8), 5=18(LC 8) Max Grav 4=151(LC 13), 2=315(LC 1), 5=102(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.10 6 >622 240 MT20 244/190 Vert(CT) -0.15 6 >403 180 Horz(CT) 0.05 5 n/a n/a Weight: 22 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0,18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb) 2=121. 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 1\111111►���', ♦o%�p,S No 39380 y O�• F ••� oNAL� •% ��Inllnl� Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 101031201 S BEFORE USE. Design valid for use only with Wek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a! 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 andlor 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Type J35278 GHO Lot 35 Murphy Residence T13165898 East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:01 2018 Page 1 � ID:YPzWChtsRb_ci4Mj?fNNgjzFubuLKVOMFy1 LzJ?potKno00GZLVc04vevYzHK4CHoznZXa _1_p_p 2-5-8 418 6-10-8 1-0-0 2-5I8 2_p_0 2-5-0 c Scale = 1:22.9 3x3 = Lx4 2 5 8 4-5-8 6-10-8 a zn_n 2-5-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in 0.27 (loc) 7 I/deft >304 Ud 240 PLATES GRIP MT20 244/190 TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 BC 0.82 Vert(LL) Vert(CT) -0.36 7 >229 180 TCDL 15.0 BCLL 0.0 ' Lumber DOL 1.25 Rep Stress Incr YES WB 0.00 Horz(CT) 0.21 6 n/a n/a Weight: 27 lb FT = 20% BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 *Except. BOT CHORD 3-7,4-6: 2x4 SP No.2 REACTIONS. (lb/size) 5=176/Mechanical, 2=392/0-8-0, 6=129/Mechanical Max Horz 2=235(LC 8) Max Uplift 5=104(LC 8). 2=-135(LC 8), 6=47(LC 8) Max Grav 5=190(LC 13), 2=392(LC 1). 6=137(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 5=104,2=135. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. A 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,parametersand properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. �t11111111//� • No 39380 ��•� �/11z l •� Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Job , Truss Truss Type City Ply J35278 GHO Lot 35 Murphy Residence T13165899 J35278 -CJ5C JACK -OPEN 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:01 2018 Page 1 I D:YPzWChtsR4_ci4Mj?fNNgjzFubc-LKVOMFy1 LzJ?potKno00GZLbkO9JevYzHK4CHoznZXa �I 0 1-0-0 _ 5-2-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 TCDL 15.0 Lumber DOL 1.25 BC 0.47 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017frPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=155/Mechanical, 2=312/0-8-0, 4=67/Mechanical Max Horz 2=188(LC 8) Max Uplift 3=104(LC 8), 2=-125(LC 8), 4=-4(LC 8) Max Grav 3=169(LC 13), 2=312(LC 1), 4=95(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:17.4 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.05 4-8 >999 240 MT20 244/190 Vert(CT) -0.07 4-8 >819 180 Horz(CT) -0.00 3 n/a n/a Weight: 20 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1)Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for, these factors. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at=lb) 3=104,2=125. 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. ♦♦��,j,A,PS' Atl,ql,���i %♦ No 39380 r • T • 441 � nn Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall �� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing tyriTek• 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 ANSfITP11 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 Type J35278 I-EJ2B City Ply I J35278 GHO Lot 35 Murphy Residence 2 1 T13165900 East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:05 2018 2-0-0 2-0-0 ,E, DESIGNED BY OTHERS, 3IST MAX. UPLIFT AND MAX HOKL. KtACTIONS SPECIFIED BELOW. Scale = 1:9.6 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017fTPI2014 CSI. TC 0.29 BC 0.20 WB 0.00 Matrix -MP DEFL. in Vert(LL) -0.00 Vert(CT) -0.01 Horz(CT) 0.00 (loc) I/deft L/d 8 n/r 120 4 n/r 120 n/a n/a PLATES GRIP MT20 244/190 Weight: 10 lb FT = 20% 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 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=253/Mechanical, 4=0/Mechanical Max Horz 3=354(LC 1), 4=394(LC 8) Max Uplift 3=-214(LC 8) Max Grav 3=253(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-369/426 BOT CHORD 2-4=-354/394 NOTES- 1) Wind: ASCE 7-10; Vult=160Mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 011,111111111111 � 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 `,�.`w A P$ A. ,q� will fit between the bottom chord and any other members. I� 5) Refer to girder(s) for truss to truss connections. ♦���� �G E N $ • • '92 �00 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) : �' F•••• 3=214. No 39380 r * � fill I I it, Thomas A. Albanl PE No.39380 Mrrek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall �■�•YY building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Truss Truss Type Qty Ply J35 276 GHO Lot 35 Murphy Residence JSb T'13165901 J35278 —EJ3 JACK -OPEN 4 1 Job Reference (optional) - .... AG 940 KATeb Industries Inr•. Wad Fah 7 n9�54�06201B PaOe 1 East Coast Truss, Ft. Pierce, FL 34946 ID:YPzWChtsRb_ci4Mj?4N 11Fubc hHlvPyOAAVxlvZllaLcazd2W1PxmJAniQbnzy?znZXV 1-0-0 1 1 3$0 2x3 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.01 4-8 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.02 4-8 >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 FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP N0.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 3=98/Mechanical, 2=241/0-8-0, 4=45/Mechanical Max Horz 2=141(LC 8) Max Uplift 3=-64(LC 8), 2=-115(LC 8), 4=-1(LC 8) Max Grav 3=107(LC 13), 2=241(LC 1), 4=64(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:13.3 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=16drhph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; 6=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=115. 1111111111111"1 , A. i No 39380 O F �'�,, FS; •, OR 1 O P N S0N A V'- 111t,1Thomas 1Thomas A. Alban] PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall R I1�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVIiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312i Alexandria, VA 22314. Tampa, FL 36610 r Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence b russ T73165902 rJ35278J-1,11 JACK -OPEN 1 1 Job Reference o tional • 8.130 s Oct 26 2017 MiTek Industries, Inc. Wed Feb 7 13:39:48 2018 Page 1 East coast I russ, m. rierce, rL sgnvo i ID:YPzWChtsRb_ci4Mj?fNNgjzFubo-ltBdOiLMoFijz o5ee m p yx _ vzn 1_0_D 2_7-0 4-11-0 7-0-0 1-0-0 24-0 2-4-0 2-1-0 12 14 'xv 2x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 3x4 11 4-11-0 5-11-0 7-0-0 CSI. DEFL. in (loc) I/deft Ud TC 0.95 Vert(LL) 0.09 9 >848 240 BC 0.95 Vert(CT) -0.15 9 >546 180 WB 0.26 Horz(CT) 0.06 7 n/a n/a LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=38710-8-0, 5=-0/Mechanical, 7=332/Mechanical Max Horz 2=240(LC 8) Max Uplift 2=-114(LC 8), 5=REL, 7=906(1_C 8) Max Grav 2=387(LC 1), 5=732(LC 8), 7=355(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-13=-493/22, 4-16=-423/57 BOT CHORD 10-14=-168/478, 8-10=-69/314, 15-17=-107/430 WEBS 3-10=-541/190, 5-7=-185/871, 2-12=-253/125, 15-16=-348/36, 4-17=-87/356 Scale = 1:23.6 PLATES GRIP MT20 244/190 Weight: 36 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 2-2-0 oc bracing: 7-8 [bin ek recomdsthat Stabilizers and required cross bracing stalled�dng truss erection, in accordance with Stabilizer ta lotion NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) N/A 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) 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 114 lb uplift at joint 2 and 906 lb uplift at joint 7. 8) "A" indicates Released bearing: allow for upward movement at joint(s) 5. 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. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury andlproperty damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB.89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ,11111111//I ♦���p.S A. No 39380 �'• .•4t/ Z. ,�NAstill, ��♦♦ Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Truss ITruss Type Qty Ply J35278 GHO Lot 35 Murphy Residence T13165903 J35278 East Coast Truss, Ft. Pierce, FL 34946 1 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:09 2018 Page 1 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFubc,6sz22_33SQJtm1 UtFUAHbFgxndpSWXW97ZOdZKznZXS -1-0-0 2-5.8 4-5-8 8-10-8 1-0-0 2-5-8 2-0-0 4-5-0 I Scale = 1:26.1 3x4 = 3x3 II 2-5-8 4-5-8 O d N LOADING (psf) SPACING- 2-0-0 'PSI. DEFL. in (loc) I/defl Ud 7 >263 240 PLATES GRIP MT20 244/190 TCLL 20.0 Plate Grip DOL 1.25 1.25 TC 0.67 BC 0.78 Vert(LL) 0.40 Vert(CT) -0.52 7 >203 180 TCDL 15.0 BCLL 0.0 ' Lumber DOL Rep Stress Incr YES WB 0.00 Horz(CT) 0.29 6 n/a n/a Weight: 40 Ib FT = 20% BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied. TOP CHORD 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.3 *Except* 2-8: 2x4 SP No.2, 3-7,4-6: 2x6 SP No.2 I REACTIONS. (lb/size) 5=181/Mechanical, 2=478/0-8-0, 6=212/Melchanical Max Horz 2=291(LC 8) Max Uplift 5=-119(LC 8), 2=-152(LC 8), 6=-79(LC 8) Max Grav 5=196(LC 13), 2=478(LC 1), 6=225(LC 13)' FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-10=-277/0, 3-4=-350/0 BOT CHORD 4-7=-224/507 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; 1_44ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 5=119, 2=152. 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. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with 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 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 ANSfITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. `J�1111111//". `, /4. A<Q E N SF• '92�'�'. No 39380 � 1 r 01. 40T, ef �ONA- Thomas A. Albani PE No.39380 MIT& USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 iob ' Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence T13165904 J35278 -EJ7B JACK -OPEN 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 m 3u s aep i 5 20i t M5 i art muuserea, 4n --au r . . age ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-6sz22_33SQJtml UtFUAHbFgxndpSWXW97ZOdZKznZXS -1-0-0 2-5-8 45-8 8-10-8 1-0-0 2-5-8 2-0-0 4-5-0 Scale = 1:28.1 3x3 II 3x4 = 8-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.40 7 >263 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.52 7 >203 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.29 6 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -AS Weight: 40 lb FT = 20% I LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied. 2-8: 2x4 SP No.2, 3-7,4-6: 2x6 SP No.2 REACTIONS. (lb/size) 5=181/Mechanical, 2=478/0-8-0, 6=212/Mechanical Max Horz 2=291(LC 8) Max Uplift 5=-119(LC 8), 2=-152(LC 8), 6=-79(LC 8) Max Grav 5=196(LC 13), 2=478(LC 1), 6=225(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-10=-277/0, 3-4=350/0 BOT CHORD 4-7=-224/507 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except at=lb) 5=119, 2=152. 7) 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. ,,11111111///j� ``�����P,g�i4, No 39380 � * r r_ :-33 W "111Z 1111 Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mli-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, pa ram eters and properly Incorporate this design Into the overall■■■A��•�YY building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VliTek' 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 ANSIM11 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 QtyTP11 J35278 GHO Lot 35 Murphy Residence T13165905 J35278 —EJ7C JACK -OPEN 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep io zui I MI I eK Inausines, Inc. Wed reb I 09:54. Iv Lv Io rage I ci4Mj?fNNgjzFub c-a3XQFK3hDkRkOA33pBh W8TCA909V F_ml LDIB5mznZXR 1-5-0 I 1-1-0 II 3-11-0 2-6-0 LXJ ill 2x3 II Scale = 1:28.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.16 7 >549 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.19 7 >467 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.09 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 34 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 9-10,3-8: 2x4 SP No.3 WEBS 2x6 SP No.2 I REACTIONS. (lb/size) 11=463/0-6-0, 4=172/Mechanical, 5=148/Mechanical Max Horz 11=270(LC 8) Max Uplift 11=-155(LC 8), 4=-108(LC 8), 5=-69(LC 8) Max Grav 11=463(LC 1), 4=188(LC 13), 5=161(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-420/294, 2-3=-409/81 BOT CHORD 2-9=-88/279, 8-9=-195/325 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 11=155,4=108. 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. \\1111111/1j G E NS No 39380 .. 441: p R &/0 NA_ o�. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall r� dry building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VliTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality criteria, DSB-89 and Bost 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 J352711GHO Lot 35 Murphy Residence T73165906 J35278 —EJ16 JACK -OPEN 2 1 Job Reference (optional) n f zn � co a 9n17 MiTek Industries. Inc. Wed Feb 7 09:54:02 2018 Page 1 East Coast Truss, Ft. Pierce, FL S484b I1-0-0 1-0-0 1-0-0 Di.fn Off.M. /x V1_ r1.0-2-4.0-0-81 Scale = 1:8.3 RAGE, DESIGNED BY OTHERS, RESIST MAX. UPLIFT ?EACTIONS /V LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d 120 PLATES GRIP MT20 244/190 TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 8 n/r 4 120 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.00 n/r BCLL 0.0 Rep Stress Incr YES _ WB 0.00 Horz(CT) 0.00 n/a n/a Weight: 8 lb FT = 20% BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=208/Mechanical, 4=0/Mechanical Max Horz 3=320(LC 1), 4=365(LC 8) Max Uplift 3=-178(LC 8) Max Grav 3=208(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-335/377 BOT CHORD 2-4=-320/365 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=178. %\�': e No 39380 Ik i •4 It �O N A% Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 WARNING - Verily design parameters and READ NOTES ON TNIS 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 MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 tlob r ' Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence T13165907 .135278 I—EJ16A JACK -OPEN 1 East Coast Truss, Ft. Pierce, FL 34946 1-6-0 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:03 2018 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgizFubc-Hjcnnw ItaZj261jvD3sM_021Cx36plGkdZJLgznZXY 3 Scale = 1:8.3 2x3 = PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. LOADING (psf) SPACING- 1-11-4 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 6 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 3 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 2=130/Mechanical, 3=0/Mechanical Max Horz 2=123(LC 1). 3=-123(LC 1) Max Uplift 2=-103(LC 8) Max Grav 2=130(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fright 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=103. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ``�11111111/1j� No 39380 Tk. -:0 ., 4AWTF 1111111111111111110 Thomas A. Alban] PE No.39380 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 MiTek* 6904 Parke East Blvd. Tampa, FL 36610 ' iR. Truss Truss Type City Ply J35278 GHO Lot 35 Murphy Residence r T13165908 J35278 -EJ19 JACK -OPEN 2 1 Job Reference o tional 095403 2018 P 1 East Coast Truss, Ft. Pierce, FL 34946 LOADING (psf) SPACING- 1-11-4 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC TCDL 15.0 Lumber DOL 1.25 BG BCLL 0.0 Rep Stress Incr YES WB BCDL 10.0 Code FBC2017/TPI2014 Matr LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 2=155/Mechanical, 3=0/Mechanical Max Horz 2=149(LC 1), 3=-149(LC 1) Max Uplift 2=-124(LC 8) Max Grav 2=155(LC 1) 8.130 s Sep 15 2017 MiTek Industnes, Inc. Wed Feb 7 . . age I D:YPzWChlsRb_ci4Mj?fNNgjzFubc-Hjcnnw_ltaZj261jvD3sM_01 DCxX6pl GkdZJLgznZXY 1-9-8 1-9-8 Scale = 1:9.1 r r�vvrvr. RAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. DEFL. in (loc) I/defl L/d PLATES GRIP 0.23 Vert(LL) -0.00 6 n/r 120 MT20 244/190 0.10 Vert(CT) -0.01 3 n/r 120 0.00 Horz(CT) 0.00 n/a n/a FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Weight: 6 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) This truss has been designed for a 10.0 psf bottom chord -live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=124. IIIIIIIIIIII �J"f i ��•' .EN q��i No 39380 Aitit 00 11 Thomas A. Albani PE No.39380 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is ahvays 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 ANSIITPII Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jop ' Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence r T13165909 J35278 -EJ21 JACK -OPEN 2 1 Job Reference (optional) ti I rat]•. -A 7r ! Q Dann 1 East Coast Truss, Ft. Pierce, FL 34946 I 8.130 s Sep 5 cu 1 r wo r en n w—u roa, r I— , — . —..1— — �a� I D:YPzW ChtsRb_ci4Mj?tNNgjzFu bc-IvA9_G?weuhag F cvSwa5uCzC3cHLrGH PzHI su6znZXX 1-1-0 11 2-3-15 Scale = 1:10.0 2x3 = 2-3-15 2-3-15 Plate Offsets X Y - 1:0-2-4 0-0-8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 8 >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/rP12014 Matrix -MP Weight: 11 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=57/Mechanical, 2=202/0-8-8, 4=25/Mechanical Max Horz 2=103(LC 8) Max Uplift 3=-32(LC 8), 2=-122(LC 8) Max Grav 3=61(LC 13), 2=202(LC 1), 4=39(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement' tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Ot=lb) 2=122. ``II1111111IfII `� �`j`,•�'�G NSF .•2j �i No 39380 I It till Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED'MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 1 a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall _ SE 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 ANSIfTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 qt PI J35278 GHO Lot 35 Murphy Residence J,Tb t Truss Truss Type y y T13165910 J35278 —EJ24 JACK -OPEN 2 1 Job Reference (optional) 4qn.. c.,.. I c 9M7 AArTc4 Inductriec Inr Wed Feb 7 09*54,04 2018 Paoe 1 East Coast Truss, Ft. Pierce, FL 34U4ti 2-4-0 2x3 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 TCDL 15.0 Lumber DOL 1.25 BC 0.11 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 I REACTIONS. (Ib/size) 1=102/0-8-0, 2=67/Mechanical, 3=36/Mechanical Max Horz 1=63(LC 8) Max Uplift 1=-19(LC 8), 2=-45(LC 8), 3=-8(LC 8) Max Grav 1=102(LC 1), 2=72(LC 13), 3=44(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. I D:YPzWChlsRb_c'14 MjifNN gizFubc-IvA9_G? W euhag FcvSwa5uCzDscHerG HPzHI su6znZXX Scale = 1:10.4 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.00 6 >999 240 MT20 244/190 Vert(CT) -0.00 3-6 >999 180 Horz(CT) -0.00 2 n/a n/a Weight: 8 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left andright 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 1 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. A" No 39380 00 Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 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 MirekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-69 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 Jpb Truss Truss Type Oty Ply J35278 GHO Lot 35 Murphy Residence r ` T13165911 J35278 -EJ24A JACK -OPEN 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 3x4 8.130 s Sep,15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:05 2018 Page 1 ID:YPzWChtsRb_ci4Mj?f NNgjzFubc-D5kXCcOYPBpRHPA6Oe5LRPVN H?dLajXZCx2QQZznZXW 2-4-0 Scale = 1:10.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 3=21/Mechanical, 2=72/Mechanical, 4=93/0-8-0 Max Uplift 2=-56(LC 4), 4=-43(LC 4) Max Grav 3=43(LC 3), 2=72(LC 1), 4=93(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 1 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. N0 39380 -33 ;,E •:��`' O N A; Thomas A. Albani PE No.39380 MIek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 101031201E 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 �qq�• 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 ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jot) . Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence r T13165912 J35278 —EJ31 JACK -OPEN 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 6.130 s Sep lb 2ul f MI I etc Industries, Inc. vVed Feb 109:54:0620 i a Payer I D:YPz W C htsRb_ci4Mj?f NNgjzFubc-h HI vPyOAAVxIvZllaLcazd2Y9 PyaJAni Qb nzy?znZXV 1-0-0 . ' 3-1-1 2x3 = Scale = 1:12.3 3-1-1 3-1-1 Plate Offsets (X Y)— 11:0 2 4 0 0 81 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 0.19 Vert(LL) -0.00 4-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 4-8 >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: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-1-1 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 I REACTIONS. (lb/size) 3=84/Mechanical, 2=22410-8-0, 4=39/Mechanical Max Harz 2=130(LC 8) Max Uplift 3=-54(LC 8), 2=-113(LC 8), 4=-1(LC 5) Max Grav 3=92(LC 13), 2=224(LC 1), 4=56(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; 13=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) 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. ,'III I IIIIII1j1111 5) Refer to girder(s) for truss to truss connections. ,�% NS A. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) E NSF•�92���• 2--113. `���,��,•��G • No 39380 = 1k = * -% O�FS• . �RXID 111111100 Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPI1 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 J35278 Type GHO Lot 35 Murphy Residence T13165913 East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:07 2018 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-9UsHdl1 owp39XjKU837pWgaf9pBm2dl sfFXXURznZXU 1-0-0 5-6-0 2x4 = 5-6-0 M Scale = 1:19.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.06 4-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.09 4-8 >698 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 21 lb FT = 20% 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. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=168/Mechanical, 2=327/0-8-0, 4=70/Mechanical Max Horz 2=197(LC 8) Max Uplift 3=-113(LC 8), 2=-128(LC 8), 4=-3(LC 8) Max Grav 3=182(LC 13), 2=327(LC 1), 4=101(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. All forces 250 (lb) or Jess except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=113,2=128. 7) 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. ,`ITj1111111/1II O i No 39380 i, FS; • •O •,��'f/1110 N AI `%%%� Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ® 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 MrrekV 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 0 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 ANSf/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Jolu Truss Truss Type city Ply J35278 GHO Lot 35 Murphy Residence r T13165914 J35278 —EJ68 JACK -OPEN 13 1 Job Reference o lional East Coast Truss, Ft. Pierce, FL 34946 i 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:07 2018 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-9UsHdl1 owp39XjKU837pWgablp7Q2d 1 sfFXXURznZXU 1-0-0 6-8-0 3x3 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 TCDL .15.0 Lumber DOL 1.25 BC 0.81 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=208/Mechanical, 2=378/0-8-0, 4=84/Mechanical Max Horz 2=229(LC 8) Max Uplift 3=-141(LC 8), 2=-137(LC 8), 4=-4(LC 8) Max Grav 3=225(LC 13), 2=378(LC 1), 4=122(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:22.0 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.12 4-8 >639 240 MT20 244/190 Vert(CT) -0.20 4-8 >393 180 Horz(CT) -0.00 3 n/a n/a Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; 13=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (it=lb) 3=141, 2=137. 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. `,�j11111111/i1�, %N% BPS A. 44 No 39380 r * � /kT F : �14/� ; OR , 0 N A1- 11111111111114` Thomas A. Alban[ PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall q�• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VI iTe k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 J35278 Type City Ply I J35278 GHO Lot 35 Murphy Residence HIP GIRDER T13165915 East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:11 2018 Page 1 ID:YPzWChtsRb_ci4M)?fNNgjzFubo-2F5oSg4J 1Zb?KeFNvClggINZQgu_RrRatVkdCznZXQ 1-5-0 1 2-9-3 2x4 = Scale = 1:9.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d >999 240 PLATES GRIP MT20 244/190 TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 BC 0.07 Vert(LL) -0.00 2-7 Vert(CT) -0.00 2-7 >999 180 TCDL 15.0 BCLL 0.0 Lumber DOL 1.25 Rep Stress Incr NO WB 0.01 Horz(CT) 0.00 n/a n/a Weight: 14 lb FT = 20% BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=280/0-8-0.6=53/Mechanical Max Horz 2=96(LC 8) Max Uplift 2=-196(LC 8), 6=-16(LC 5) Max Grav 2=280(LC 1), 6=83(LC 21) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left ands right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIfTPI 1. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 2=196. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 lb down and 16 lb up at 1-3-15, and 98 lb down and 16 lb up at 1-3-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-30, 2-5=-20 ®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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. fi ♦op,SI A11 q4I ����� %♦ e �I No 39380 � r r O .� . 11 Thomas A. Albani PE No.39380 Mrrek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Jab' r Truss Truss Type ICity IPly I J35278 GHO Lot35 Murphy Residence T13165916 J35278 I—HJ3 East Coast Truss, Ft. Pierce, FL 34946 iI HIP GIRDER 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:12 2018 Page 1 I D:YPzW C htsRb_ci4 Mj?fNN gjzFubc-W RfAg?5xlLhRd UD Swcj_DulaggOHjtGbpXElAfznZXP 1-1-0 3-8-13 2x3 = 2x3 II ° Scale = 1:13.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.01 6-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 6-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins, TOP CHORD 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=157/Mechanical, 2=246/0-8-8 Max Horz 2=124(LC 8) Max Uplift 6=77(LC 8). 2=81(LC 8) Max Grav 6=165(LC 13), 2=246(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) This truss has been designed for a 10.0 psf bottom chord jive 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. t,l111111111,I truss to truss connections. 6hani al ) Provide mecRefer to girer(s) rconnection b others) of truss to bearinglate capable of withstanding100 lb uplift at joints 6, 2. ♦�%, A. '��I No 39380 � r r 4 1111111111 Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd, Tampa FL 33610 Date: February 7,2018 ® WARNING -Verity 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 pp��• 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 rob Truss Truss Type Qly Ply J35278 GHO Lot 35 Murphy Residence T73165917 J35278 -HJ7 DIAGONAL HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:15 2018 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-wOLJ117p2G3OUyxl ckGhrWwxu 1 gew6n 1 V Vrym_znZXM -1-5-0 2-8-3 4-7-12 9-10-1 2-8-3 1-11-9 5-2-5 Scale: 1/2"=1' 4x6 5 6 3x4 = 2x4 3X4 = 2-8-3 , 4-7-12 5-7-12 9-10-1 2-8-3 1-11-9 1-0-0 4-2-5 Plate Offsets (X.Y)— 11.0-2-4 0-0-81 14:0-2-8.0-7-01 15:0-2-3 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(CT) BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS in (loc) Well L/d 0.22 10 >533 240 -0.29 10 >393 180 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Except' 4-11: 2x4 SP No.3, 7-9: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 8=656/Mechanical, 2=634/0-10-15 Mai Horz 2=237(LC 8) Max Uplift 8=-319(LC 8), 2=-300(LC 8) Max Grav 8=666(LC 28), 2=657(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1260/374, 3-4=-2326/932 BOT CHORD 2-12=-483/1123, 11-12=-135/269, 4-9=-286/782, 8-9=-1253/2657 WEBS 3-12=-497/237, 9-12=-382/948, 4-8=-2526/1189, 3-9=-535/1061 0.08 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 55 lb FT = 20% Structural wood sheathing directly applied or 3-8-15 oc purlins, except end verticals. Rigid ceiling directly applied or 5-5-13 oc bracing. Except: 10-0-0 oc bracing: 9-11 1 Row at midpt 4-8 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 8=319, 2=300. 7) Hanger(s) or'other connection device(s) shall be provided sufficient to support concentrated load(s) 95 Ib down and 19 lb up at 1-3-15, 95 lb down and 19 Ib up at 1-3-16, 124 lb down and 98 lb up at 4-1-14, 116 Ib down and 81 lb up at 4-1-14, and 191 lb down and 154 Ib up at 6-11-13, and 162 lb down and 127 Ib up at 6-11-13 on top chord, and 26 lb down and 31 lb up at 1-3-15, 26 III down and 31 Ib up at 1-3-15, 32 lb down and 21 lb up at 4-1-14, 27 lb down and 11 Ib up at 4-1-14, and 101 lb down and 75 lb up at 6-11-13, and 66 Ib down and 42 lb up at 6-11-13 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: 1-5=-70, 5-6=-30, 11-14=-20, 10-11=-20, 7-9=-20 `1111111111/�/� ``,%N%,0NS A \GEN&' No 39380 r o44/ P, Thomas A. Alban[ PE No.39380 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■�•Y■■ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the piTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 1 ANSIITP1l 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 1 Truss J35278 -HJ7 East Coast Truss, Ft. Pierce, FL 34946 Type Oly Ply J35278 GHO Lot 35 Murphy Residence T13165917 DIAGONAL HIP GIRDER LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 19=-1 1 B(F=-41, B=-77) 21=-15(F=-9, B=-6) 22=-157(F=-56, B=-101) 8.l30 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:15 2018 Page 2 ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-wOLJ117p2G3OUyxlckGhrWwxulgew6n1VViyn _znZXM ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 JDb Truss Truss Type Qty Ply GHO Lot 35 Murphy Residence T13165918 J35278 —HJ24 DIAGONAL HIP GIRDER 1 �J`ob"R`eference (optional) East Coast Truss, Ft. Pierce, FL 34946 •1-5-0 1-5-0 2X4 = 8.130 s Sep 15 2017 MITek Industries, Inc. Wed Feb 7 09.54.11 2018 Page 1 3Rb_ci4Mj?fNNgjzFubo-2F5oSg4J 1Zb?KeFNvClgglPuQfg RnRatVkdCznZXQ 3-2-14 3-2-14 Scale = 1:10.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.01 6-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 6-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 16 lb FT = 20% LUMBER- TOP CHORD 2x4 SP No.2 I BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=260/0-10-15, 6=122/Mechanical Max Horz 2=107(LC 8) Max Uplift 2=-169(LC 8), 6=-46(LC 8) Max Grav 2=260(LC 1), 6=145(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 2=169. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb down and 19 lb up at 1-3-15, and 95 lb down and 19 lb up at 1-3-15 on top chard, and 26 lb down and 31 lb up at 1-3-15, and 26 lb down and 31 lb up at 1-3-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-30, 5-8=-20 ,,`1�111111111/,,I %♦` •E N e'9 0 ► No 39380 • r 1 � 7*c _ �•� '� ,� r Thomas A. Alban] PE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 10/03/2015 BEFORE USE. • Design valid for use only with 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 00 Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence T13165919 J35278 —HJ56 DIAGONAL HIP GIRDER 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:13 2018 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-_eDZtL6ZWfplFeoeUJEDm5gj3EKXSlpk1 B_ri5znZXO 1.5-0 4-0-14 7-8-9 1;_o 4-0-14 3-7-11 Scale = 1:19.9 2x3 11 4 5 0�I 2X4 = 3X6 = Plate Offsets X Y— 1:0-2-4 0-0-8 2:0-3 9 Ed e 4-0-14 4-0-14 7-8-9 3-7-11 LOADING (psf) SPACING- 2-0-0 I CS1. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.02 8-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.03 8-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.17 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight:381b FT=20% LUMBER- TOP CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=471/0-10-15, 7=579/Mechanical Max Harz 2=195(LC 8) Max Uplift 2=-230(LC 8), 7=-289(LC 8) Max Grav 2=486(LC 28), 7=594(LC 28) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=688/164 BOT CHORD 2-8=-247/589, 7-8=-247/589 WEBS 3-7=-644/270 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ;Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances o`r rough handling and erection conditions. It is A. the responsibility of the fabricator to increase plate sizes to account for these factors. ,,�� , A PS /�4e 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `This 20.Opsf the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide , �\`�`, � •'��G E N S 4) truss has been designed for a live load of on ��`Z` ' �••�' �� will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. No 39380 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=230, 7=289. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb down and 19 lb up at- lb ">J 1-3-15, 95 lb down and 19 lb up at 1-3-15, 116 lb down and 81 lb up at 4-1-14, 116 lb down and 81 lb up at 4-1-14, and 152 lb 6-11-13, and 152 lb down and 137 lb up at 6-11-13 on top chord, and 26 lb down and 31 lb up at 1-3-15, 26 : down and 137 up at 11 lb 4-1-14, 53 lb down and 22 lb up �4 i ' • lb down and 31 lb up at 1-3-15, 27 lb down and 11 lb up at'4-1-14, 27 lb down and up at and device(s) is the P at 6-11-13, and 53 lb down and 22 lb up at 6-11-13 on bottom chord. The designlselection of such connection ;s' - G R `'0 �N�,� 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). ON A; LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Thomas A. Alban) PE No.39380 MiTek USA, Inc, FL Cert 6634 Uniform Loads (pit) Vert: 1-4=-70, 4-5=-30, 6-10=-20 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ® 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing t\ 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 ANSUTPIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type J35278 —HJ56 DIAGONAL HIP GIRDER East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Concentrated Loads (lb) I Vert: 8=-18(F=-9, B=-9) 14=-160(F=-80, B=80) 16=-86(F 43, B=-43) Oty Ply 135278 GHO Lot 35 Murphy Residence T13165919 3 1 Job Reference (optional) 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:13 2018 Page 2 ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-_eDZtL6ZWfplFeoeUJEDm5gj3EKXSlpk1 B_d5znZXO r ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 1010312015 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 ANSUTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply J35278 GHO Lot 35 Murphy Residence T13165920 J35278 -HJ68 DIAGONAL HIP GIRDER 1 1 Job Reference o tional a C..1. 7 nD A•1A 7n1A Deno 1 East Coast Truss, Ft. Pierce, FL 34846 , �_ ....... .....___...__, ..._. . ___ . __ _ ID:YPzWChtsRb_ci4Mj?fNNgjzFubc Sgnx5h6BHyx9soMg2llSIJNsgednBifuGgOEXznZXN 1.5.0 4-10-12 9-4-6 1_5.0 4-10-12 4-5-10 I Scale = 1:23.0 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 3x4 11 4 5 7x4 II US =0 9-4-6 ICSI. DEFL. in (loc) I/deft L/d jTC 0.40 Vert(LL) -0.03 8-12 >999 240 IBC 0.38 Vert(CT) -0.05 8-12 >999 180 WB 0.33 Horz(CT) 0.01 7 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=57210-10-15, 7=562/Mechanical Max Horz 2=228(LC 8) Max Uplift 2=271(LC 8), 7=-281(LC 8) Max Grav 2=589(LC 28), 7=569(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=926/269 BOT CHORD 2-8=-368/800, 7-8=368/800 WEBS 3-7=-830/377 PLATES GRIP MT20 2441190 Weight: 46 lb FT = 20% Structural wood sheathing directly applied or 5-11-11 oc purlins, except end verticals. Rigid ceiling directly applied or 9-8-14 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=271, 7=281. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb down and 19 lb up at 1-3-15, 95 lb down and 19 lb up at 1-3-15. 116 lb down and 81 Ib up at 4-1-14, 116 lb down and 81 lb up at 4-1-14, and 167 lb down and 147 lb up at 6-11-13, and 171 lb down and 153 lb up at 7-2-10 on top chord, and 26 lb down and 31 lb up at 1-3-15, 26 lb down and 31 lb up at 1-3-15, 27 lb down and 11 Ib up at 4-1-14, 27 lb down and 11 lb up at 4-1-14, and 51 lb down and 22 lb up at 6-11-13, and 53 lb down and 23 lb up at 7-2-10 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: 1-4=-70, 4-5=-30, 6-10=-20 �\1111111�1j % P,S A :44e •E N '9 i No 39380 zz Thomas A. Alban[ PE No.39380 MITek USA; Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 MATek• 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 ANSIITPH 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 Truss Type Truss Type Oty Qty Ply J35278 GHO Lot 35 Murphy Residence T13165920 J35278 —HJ68 DIAGONAL HIP GIRDER 1 [ly 1 Job Reference(optional) East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 15=-107(F=-56, B=-51) 17=-18(F=-9, B=-9) 18=-74(F=-38, B=-36) 8.130 s Sep 15 2017 MI I ex industries, inc. vveu rub 1 ua.uv. iY 4018 rage a I D:YPz W ChtsRb_ci4Mj?fNN gjzFubc-Sgnx5h6B Hyx9soMg21 ISIJ NsgednB ifu Grj 0 EXznZXN ® 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 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 ANSIRPII 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 Jab Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence T13165921 J35278 —HJB5 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 u.130 s Sep 15 zui t MI I etc industries, inc. Wed Feb r 09a4: ro cu io rage i I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-PDvhWN8SpaCt65WD9SowNkSCARJgfeVVBk9CVJQznZXL -1-5-0 4-5-2 8-5-1 1-5-0 4-5-2 3-11-15 2x3 4 �I Scale = 1:21.3 2x4 = 4-5-2 84-8 M1 4-5-2 3-11-6 0 -9 Plate Offsets KY)— 11:0 2 4 0 0 81 12:0 3-9 Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.03 8-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.03 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FRC2017ITP12014 Matrix -MP Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=513/0-10-15, 7=538/0-10-15 Max Horz 2=209(LC 24) Max Uplift 2=-397(LC 8), 7=-400(LC 8) Max Grav 2=525(LC 28),7=556(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-803/439 BOT CHORD 2-8=516/690, 7-8=-516/690 WEBS 3-7=-752/562 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the fabricator to increase sizes to account for these factors. ,,�� �PS A. A� ♦♦♦ Q the responsibility of plate 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. •'��G E N S •-• ��i♦♦i '• �' F�'• �� 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 capable of withstanding 100 lb uplift at joint(s) except Qt=lb) No 39380 2=397, 7=400. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb down and 19 lb up at 165 lb 1-3-15, 95 lb down and 19 lb up at 1-3-15, 116 lb down and 81 lb up at 4-1-14, 116 lb down and 81 lb up at 4-1-14, and down and 146 lb up at 6-11-13, and 165 lb down and 146 lb up at 6-11-13 on top chord, and 81 lb down and 31 lb up at 1-3-15, 81 •• 411 4-1-14, 84 lb down 4 lb at 4-1-14, and 103 lb down and 5 lb up at lb down and 31 lb up at 1-3-15, 84 lb down and 4 lb up at and up design/selection device(s) is theresponsibility (0 6-11-13, and 103 lb down and 5 lb up at 6-11-13 on bottom chord. The of such connection of others.••• R p jN ♦♦♦♦SS�O'N 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). `,�%% All ; LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Thomas A. Alban[ PE No.39380 MiTek USA, Inc. FL Cert 6634 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-30, 6-10=-20 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIITPH 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 + qty Ply J35278 GHO Lot 35 Murphy Residence Job Truss Truss Type T13165921 J35278 —HJ85 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) .. C. a on`17 +AiTc4 Induelrios Inr.. Werl Feb 7 09:54:16 2018 Pace 2 East Coast Truss, Ft. Pierce, FL'3494b - ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-PDvhWN8SpaCt65W D9SowNkSCARJgfe WBk9CVJQznZXL I LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 8=-18(F=-9, B=-9) 14=-111(F=-56, B=-56) 16=-72(F-36, B=-36) I I WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 • Truss Truss Type Qly Ply I J35278 GHO Lot 35 Murphy Residence T13165922 J35278 IA01 (ROOF SPECIAL East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:17 2018 Page 1 ID:4nWsQ0i?xWdQ3AibDR25Urym_dS-tPS3jj94a1KkjF5Pj9J9wx?GrrY WOyhKypy3rsznZXK 11-5-0 13-1-7 16-1-7 22-6-8 29-tA 36.2-0 5-0-e ao s 51 s s a 7-1-0 Scale = 1:79.5 5x5 = � 5x5 = 6.00 12 5 6 5x5 = 4x6 = 1-9-0 6-0-8 11-5-0 13-1-7 161-7 22-6-8 29-1-0 36-2-0 4-3A : 5-4-8 tb7 3-0-0 6-5-1 6-6-8 7-1-0 Plate Offsets (X Y) 1-0-0 11:0 8 15 0 1 111 12 0 0 14 0 1 121 17:0 2 8 012-41 f 13 0-2-8 0-3 Ol i1570-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 ICSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.18 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 0.83 Vert(CT) -0.32 13-14 >999 180 BCLL 0.0 ' Rep Stress Incr YES IBC WB 0.82 Horz(CT) 0.10 11 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 275 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-2: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-17: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 17-19 WEBS 1 Row at midpt 4-16, 8-14, 5-15, 6-15 REACTIONS. (lb/size) 20=1643/0-8-0, 11=1622/0-8-0 Max Horz 20=-583(LC 6) Max Uplift 20-568(LC 8), 11=-568(LC 8) Max Grav 20=1643(LC 1), 11=1700(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1539/602, 1-2=-559/290, 2-3=-590/327, 3-4=-11199/580, 4-5=1431/732, 5-6=-1307/737, 6-7=-15301783, 7-8=1774/806, 8-10=-2515/946, 10-11=3192/1096 BOT CHORD 19-20=-357/468, 3-19=-1335/407, 16-17=81/764, 15-16=-113/1251, 14-15=-180/1465, 13-14=-534/2090,12-13=-858/2778,11-12=-858/2778 WEBS 4-16=-707/246,6-14=-1621572, 7-14=-138/424,8-14=1041/451,8-13=-132/576, 10-13=784/370, 10-12=0/285, 5-15=-447/903, 1-19=-437/1388, 4-15=-99/452, 6-15=-1136/465, 3-16=-258/1045 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Dpsf; BCDL=3.Opsf; h=18ft; B=45ft; 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) 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 100 lb uplift at joint(s) except Qt=lb) 20=568,11=568. 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. •E N No 39380 = * r 3 s �4J1 r •4r ♦ O R 1 P, 111litt Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not p` a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent braving i V IiTek• 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 ANSIRPII 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 J35278 Type IQty IPly I J35278 GHO Lot35 Murphy Residence GIRDER T13165923 East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:19 2018 Page 1 I D:4nWsQOi?xWdQ3AibDR25Urym_dS-poag8PAK6VaSzZForaLd?M4bufENsgEdQ7R9vIznZXI 9• 5-4-8 10-0-0 12-10-0 15-0-0 8-0-0 22-10-4 27-8-8 31-5-0 33-2-0 -9- 47-8 4-7-8 2-10-0 2-2-0 3-KO4-10.4 4-10-4 3-6.8 1-'o N V 44 = 5x5 = 6.00 12 4 5 4x4 = 5x5 = 4x4 —22 21 20 19 18 17 1b 10 3x6 Il4x6 3x4 = 5x8 = 3x10 = 5x8 = 5x5 = 2x4 I 3x4 II Scale = 1:73.8 1 9-0 9. 54-8 10-0-0 12-10 0 15-0.0 18-0-0 33-2-0 tl104 27-BA 31b-0 2-S 9- 3-7-8 4-7.8 2-10-0 2-2-0 3-0-0 410-0 410-0 3-8-8 -0-0 0.9-0 1.0 Plate Offsets (X Y) 15 0-2 8 0 2-41 17.0 2 6 0 2-41 19:0 5-4 0-2 81 112:Edge 0 3 81 113:0-3-12 0-3-01 117:04-0 0-3-01 119:0-4-0 0-3-01 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.19 17-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.38 17-18 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.95 Horz(CT) 0.03 12 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 296 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-2 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 2-21,10-15: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 `Except 9-1-8 oc bracing: 17-18 11-13: 2x4 SP No.2 7-2-7 oc bracing: 16-17. 10-0-0 oc bracing: 21-23, 13-15 WEBS 1 Row at midpt 6-18, 7-18, 5-19 REACTIONS. (lb/size) 12=1932/Mechanical, 24=1531/0-8-0 Max Horz 24=-479(LC 6) Max Uplift 12=-775(LC 8), 24=529(LC 8) Max Grav 12=1939(LC 31), 24=1556(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-606/315, 2-3=-1086/514, 3-4=-1292/662, 4-5=-11141637, 5-6=-16721847, 6-7=-1464/718, 7-8=-2115/960, 8-9=-2049/793, 9-10=-3222/1353, 10-11=3170/1308, 11 -1 2=-1 799/730, 1-24=1476/545 BOT CHORD 23-24=-294/359, 2-23=1210/354, 20-21=207/670, 19-20=-260/1088, 18-19=-309/1303, 17-18=-419/1447, 16-17=-673/1769, 13-15=-40/264, 10-13=-345/288 WEBS 3-20=-714/246, 3-19=-122/468, 4-19=-151/357, 6-18=.-856/445, 8-17=-443/291, /1290, 5 19=-642/206, /197, 6-360/77109-13=1681/160432420=1 240/976 • �p' 5-18=-463/ 7 1740, `,�.0 GE NSF .'9 .��'<�•'�.�..�i'. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber i NO 39380 DOL=1.60 plate grip DOL=1.60 - 3) Provide adequate drainage t0 prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i F : �� i 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 BCDL = 10.Opsf. • i�'�� • ,r P'• ����� will fit between the bottom chord and any other members, with 6) Refer to for truss to truss connections. • • R '.. I, s. • . • • • �� girder(s) 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ��% eels �O N Ai 12=775, 24=529. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 186 lb down and 53 lb up at Ito Thomas A. Albani PE No.39380 31-6-0, and 126 lb down and 154 lb up at 29-8-1, and 126 lb down and 154 lb up at 31-4-9 on top chord, and 186 lb down and 53 lb MiTek USA, Inc. FL Cert 6634 up at 31-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904 Parke East Blvd. Tampa FL 33610 Date: LOAD CASE(S) Standard February 7,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �'�■e a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p_p'—�• building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 JP , ' Truss Truss Type Qry Ply J35278 GHO Lot 35 Murphy Residence � T13165923 J35278 A02G ROOF SPECIAL GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 ts.i au s z)ep i o zvI I iviii etc muusmeb, inc. vveu rau r ur.ov. j _ <o 1 o ray= 4 I D:4nWSQ0i?xWdQ3AibDR25Urym_dS-poag8PAK6VaSzZForaLd?M4bufENsgEdQ7R9vIznZXI LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-6=-70, 6-7=70, 7-9=-70, 9-11=-70, 23-24=-20, 21-22=-20, 15-21=20, 14-15=-20, 12-13=-20 Concentrated Loads (lb) Vert: 15=-142(F) 10=229(1`=-142, B=-87) 25=-87(B) WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " AiTek' 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 BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ob Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence ' T13165924 J35278 A03 ROOF SPECIAL 1 1 I Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 ti.13u s sep to zul f Mt I eK mausmes, inc. vveo t-eD I u9:oa:zu zuio rage i ID:4nWsQOi?xWdQ3AibDR25Urym_dS-H_8CLkBytoiJajq_OHssYadn F2ZVblimenAjSBznZXH 7-3-0 ' 6-10-0 ' 2-2-0 ' 3-0-0 ' 2-1-0 ' 3-7-8 5-8-8 1-9-0 ' 4xl0 M18SHS = Scale=1:72.6 4x6 = 6.00 12 3 25 4 4xl2 = 4x6 = 44 _, 22 21 20 19 18 17_ 2x4 II 3x6 114x6 = 3x4 = 5x8 = 4x4 = U4 II 3x4 I I 2� 1-9.0 33-2-0 14-10-0 17-0-0 20-0-0 22-1-0 25-8-8 31-SO 23 sa 6-3-0 L11N 2-2-0 30-0 2-1-0 3-7-8 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.78 iBC 0.81 IWB 0.87 IMatrix-AS DEFL. in (loc) Well Ud Vert(LL) 0.13 16 >999 240 Vert(CT) -0.24 16 >999 180 Horz(CT) 0.04 10 n/a n1a PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 279 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-21,8-13: 2x4 SP No.3 10-0-0 oc bracing: 21-23, 11-13 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-20, 5-19, 5-18 REACTIONS. (lb/size) 10=152910-8-0, 24=1517/0-8-0 Max Horz 24=-435(LC 6) Max Uplift 10=-513(LC 8), 24=-504(LC 8) Max Grav 10=1529(LC 1), 24=1525(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-590/299, 2-3=-1242/575, 3-4=-1348/683, 4-5=-14951715, 5-6=17801775, 6-7=2084/802, 7-8=-1335/506, 8-9=-12851481, 9-10=-1426/494, 1-24=-1448/512 BOT CHORD 23-24=-2831316, 2-23=-1170/387, 20-21=250/663, 19-20=-266/1134, 18-19=-457/1524, 14-15=-741/2229, 8-11 =-284/1 90 WEBS 3-20=-427/187, 3-19=-185/641, 4-19=-112/357, 5-19=-667/307, 5-18=-692/211, 6-1 5=-1 50/575, 7-15=-568/259, 7-14=-672/309, 11-14=-760/2276, 7-11=-925/332, 9-11=-635/1867, 1-23=-386/1296, 15-18=-498/1639, 5-15=-183/667, 2-20=-214/863 �1111111/��� NOTES- ,��% `nPs• A., 1) Unbalanced roof live loads have been considered for this design. � � � 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=33ft; eave=oft; 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 NO 39380 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .. Q_ 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.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) i 0 •'. �'� Q.• �� 10=513, 24=504. 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 ��� Q �j�s •' • •0 R ; . • sheetrock be applied directly to the bottom chord. `o�, S/O N A; 1l, Thomas A. Albani PE No.39380 MI ek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design 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 t V � is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the piTek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ob ` Truss Truss Type 35278 A04 ROOF SPECIAL East Coast Truss, Ft. Pierce, FL 34946 -9- 0 11.5-0 9- 5-3-0 5-5.0 4x8 = 6.00 12 1x4 II 3 28 4 Qty Ply J35278 GHO Lot 35 Murphy Residence T13165925 1 1 Job Reference (optional) 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:21 2018 Page 1 1-8-8 5x8 = 29 5 A,A = 5x5 = L 3x6 II 4x6 = 3x4 = 5x8 = 4x4 = 1x 11 9-8 2x4 I I 1 x4 11 2-9-8� 33-2-0 1-9-0 -9-0 6-0-0 11-5-0 16-10-0 19-0-0 21-1- 2-1-023-8-8 315-0 2 0 4-3-0 5-5-0 5-SO2-1-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.15 18 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.26 17 >999 180 BCLL 0.0'' Rep Stress Incr YES WB 0.79 Horz(CT) 0.05 11 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 `Except* BOT CHORD 2-24,9-14: 2x4 SP NO.3 WEBS 2x4 SP No.3 WEBS JOINTS REACTIONS. (lb/size) 11=1511/0-8-0, 27=1510/0-8-0 Max Horz 27=-390(LC 6) Max Uplift 11=-518(LC 8), 27=-504(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-586/307, 2-3=-1118/523, 3-4=-1385/670, 4-5=-1385/670, 5-6=-2352/998, 6-7=-2055/846, 7-8=-2380/965, 8-9=-945/417, 9-10=-891/386, 10-11=-14111507, 1-27=-1414/520 BOT CHORD 26-27=274/273, 2-26=1151/343, 23-24=-289/594, 22-23=-317/1020, 21-22=-469/1537, 16-19=-610/1904, 15-16=-610/1904, 9-12=-481/284 WEBS 3-23=604/230, 3-22=-294/927, 4-22=-417/226, 5-22=320/76, 5-21=-655/249, 6-19=-1128/501, 8-15=955/464, 12-15=693/2042, 8-12=-1194/418, 10-12=-619/1718, 1-26=-355/1216, 19-21=-523/1707, 5-19=-631/1704, 7-19=-127/415, 7-15=-249/599, 2-23=-252/910 Scale = 1:65.3 PLATES GRIP MT20 244/190 Weight: 293 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 24-26, 12-14 1 Row at midpt 3-23, 4-22, 5-22, 5-21, 6-20, 8-12 1 Brace at Jt(s): 12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=33ft; eave=4ft; 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) 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 100 lb uplift at joint(s) except Qt=lb) 11=518,27=504. 7) 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. ,`�rlllllll/II�I �.r..�,G E N SF.'9.1,���� No 39380 (V Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 A WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use onlywith MiTek® connectors. This design is based only upon parameters shown, and is foran Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply 135278 GHO Lot 35 Murphy Residence T13165926 J35278 A05 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:23 2018 Page 1 I D:4nWSQOi?xWdQ3AibDR25Urym_dS-hZgL_mDr9j4uRAZZ4QQZ9CFJjGdFofeCLIPN3WznZXE -9- 40-0 11-5-0 18-10.0 21-0-0 2-1.0 27.3-0 31-5-0 29 2.0 -9- 3.3-0 7-5-0 7.5-0 2-2-0 1-1-0 4-2-0 1.9.0 6.o0 12 4x8 = 3x6 M N 0 0 26 1.4 I 3x4 = 6x8 = 4 5 27 28 6 5x12 3x4 = 2x4 II 4x4 = GD 23 22 21 20 19 18 3x6 II 4x6 — 3x4 = 5X8 = 3x8 = 1x4 II 2x4 I I Scale = 1:60.5 33-2-0 -9-0 1-9-0 4-0-0 1150 1e-10-0 21-0-0 2-1-0 27-3-0 -9-0 MO 230 7-54 7S0 2-2-0 1-1.0 `�2-0 3150 2-5-0 4-2-0 1-0-0 5-0 Plate Offsets (X Y) 13 0 5-8 0-2 Ol 16:0 6-0 0 2 81 112:0-2 0 0 2 41 116:0 5-8 0 3-41 119:0-3-8 0-1-81 [20:04-0 0-3-01 LOADING (pso SPACING- 2-0-0 1.25 CSI. TC 0.71 DEFL. in (loc) I/deft Lid Vert(LL) 0.16 17 >999 240 PLATES GRIP MT20 244/190 TCLL 20.0 TCDL 15.0 Plate Grip DOL Lumber DOL 1.25 BC 0.68 Vert(CT) -0.28 19-20 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Matrix Horz(CT) 0.05 11 n/a n/a Weight: 264 lb FT = 20% BCDL 10.0 Code FBC2017/TPI2014 -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-22,9-14: 2x4 SP No.3 6-0-0 oc bracing: 22-24 WEBS 2x4 SP No.3 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 6-20, 7-15 JOINTS 1 Brace at Jt(s): 12 REACTIONS. (lb/size) 11=1515/0-8-0, 25=150910-8-0 Max Horz 25=-351(LC 6) Max Uplift 11=-519(LC 8), 25=505(1_C 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-601/315, 2-3=-921/434, 3-4=-1612/718, 4-6=-1612/718, 6-7=2756/1103, 7-8=-1546/630, 8-9=-885/367, 9-10=-873/361, 10-11=-1435/514, 1-25=-1435/530 BOT CHORD 2-24=-1190/364, 21-22=268/557, 20-21=-297/869, 19-20=-552/1723, 15-16=-821/2441 WEBS 3-21=841/341, 3-20=-412/1223, 4-20=-583/313, 6-19=-844/343, 7-16=-763/375, 12-15=-545/1685,8-12=-811/322,10-12=-545/1592,1-24=-339/1197,16-19=-628/1963, 6-16=-728/1969, 7-15=11521402, 2-21=-331/1075 NOTES- design. ,,1111111111111 S A. [' /0 1) Unbalanced roof live loads have been considered for this h=18ft; B=45ft; L=33ft; eave=4ft; Cat. ,�� , p P 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; d; Lumber��� %. Q `�` E N 11; Ex C; Encl., GC i=O.18: MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; ( ) P�• •'��G �••�' / '� DOL P1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. No 39380 �_ 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 100 lb uplift at joint(s) except Qt=lb) 11=519, 25=505. "� �• F 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum �' ��� 0 0 . '�1� sheetrock be applied directly to the bottom chord. . R Q•Q; N b00%% it Thomas A. Albanl PE No.39380 MFFek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jpb ,. 0 Truss Truss Type City Ply J35278 GHO Lot 35 Murphy Residence T13165927 J35278 A06G ROOF SPECIAL GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:24 2018 Page 1 I D:4nWsQOi?xWdQ3AibDR25Urym_dS-AINj B6ETwl Cl3K7ld7xoiQoXdgvpX4AMZP8wbyznZXD 24-2-10 3-2-10 8-0-0 12-7-10 17-3-0 22-0-10 3-3-10 28-0-0 32-7-10 34-4-10 3-2-10 49-0 4-7-10 47-10 4-9-6 1-3-0 -11 3-9-6 47-10 Scale: 3/16"=l' 6.00 12 4x8 = 1x4 II 3x8 = 3x4 = 3x4 = 4x4 = 2 3 26 4 5 27 6 28 7 4x4 = ara = 9.4 II 4x6 = 5x5 25 24 - 23 1 21 zu iy 3x10 M18SHS I I 7x6 = 48 = 44 = 8x8 = 1x4 II HUS26 HUS26 11x4 II 344-10 0 32-10 &0-0 12-7-10 17-3-4 22-0-10 3310 2&0 0 32-7.10 3 7-1 0 32-0 49ti 47-10 4-7-10 49b 13-0 48-6 47-10 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 TCDL 15.0 Lumber DOL 1.25 BC 0.91 BCLL 0.0 Rep Stress Incr NO WB 0.96 BCDL 10.0 Code FBC2017/rP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except` 22-25,18-22: 2x6 SP No.2, 10-16: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 12=1686/0-8-0, 25=2895/0-10-9 Max Horz 25=-53(LC 6) Max Uplift 12=-589(LC 8), 25=-1193(LC 8) DEFL. in (loc) I/deft Lid Vert(LL) 0.19 17 >999 240 Vert(CT) -0.32 16-17 >999 180 Horz(CT) 0.05 12 n/a n/a PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 275 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-5 oc bracing. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 1-25 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1509/644, 2-3=-2028/846, 3-4=-2028/846, 4-6=-2493/971, 6-7=-2786/1058, 7-8=-3140/1156, 8-9=-2317/822, 9-1 0=-1 555/553, 10-11=-1531/540, 11-12=-16031570, 1-25=-2593/1070 BOT CHORD 23-24=-545/1293, 21-23=-904/2416, 20-21=904/2416, 16-17=-1153/3181 WEBS 2-24=-981/690, 2-23=-579/1282, 3-23=-356/194, 4-231-779/380, 4-20=-229/312, 6-20=-643/317,7-17=-381/1142, 8-17=-777/306, 8-161--1225/470,13-16=-878/2474, 9-13=-821/290, 1-24=-894/2241, 17-20=-931/2532, 6-17=-178/452, 11-13=-759/2150 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=589, 25=1193. 9) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 1-10-0 oc max. starting at 1-10-6 from the left end to 3-8-6 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 `%01111111111111I .,���O�p,S A i No 39380 � r 1-u 10..� %lilit Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. q! Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, notC7 a truss system. Before use, the building designer must verify the applicability of design iparamete rs and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ` Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence T13165927 J35278 A06G ROOF SPECIAL GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:24 2018 Page 2 ID:4nWSQ0i?xWdQ3AibDR25Urym_dS-AINjB6ETw1 C13K7ld7xoiQoXdgvpX4AMZP8wbyznZXD LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-70, 2-7=-70, 7-8=-70, 8-11=-70, 18-25=-20, 15-17=-20, 14-15=-20, 12-13=-20 Concentrated Loads (Ib) Vert:30=-738(F) 31=-727(F) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jbb r Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence T13165928 J35278 A07 ROOF SPECIAL 1 1 Job Reference o tional 15 2017 M'ITek Industries Inc Wed Feb 7 09.54.26 2018 Page 1 East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-68VTcoGjSeSSIeH8lYZGnrtuLTdO?4Mf1 idlfrznzXB -0. 2-7-8 6.3-4 9-11-0 12-11.0 15.0-15 18.0-15 23.11-2 29-9-5 36-2-0 7-2- -9- 1-10-8 3-7-12 12 3-0-0 2-1-15 3-0.0 5-10.3 5-10-3 6-4-11 -0-0 Scale = 1:72.5 4x4 = 6.00 12 5x5 = 4x4 = 4x8 = X4 11 1112 1g v --21 20 19 18 3x4II lb -10 ,1 •- , = 3x6 3x6 II 8x8 = 3x4 = 3x6 = 4x8 = 3x4 = 5X6 = 1x4 1-&0 -7-8 6-3-0 9-11-0 12-11-0 15-0.15 18-0.15 23-11.2 26.10.4 29-91 36-2-0 -9- 0.1 37-12 3-7-12 30-0 2-1-15 5-10-3 2-11-1 2-11-1 6-411 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrPI2014 CSI. TC 0.49 BC 0.74 WB 0.60 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d 0.18 14-15 >999 240 -0.33 14-15 >999 180 0.10 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 301 lb FT = 20% LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 "Except* BOT CHORD Rigid ceiling directly applied. Except: 2-20: 2x4 SP No.3 1 Row at midpt 2-22 WEBS 2x4 SP No.3 WEBS 10-0-0 oc bracing: 20-22 1 Row at midpt 1-23, 6-16, 7-16, 5-18, 5-16, 8-15, 3-19 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 23=165310-8-0, 11=1698/0-8-0 Max Horz 23=-407(LC 8) Max Uplift 23=-589(LC 8), 11=615(1_C 8) Max Grav 23=1653(LC 1). 11=1760(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-23=1564/597, 1-2=-567/212, 2-3=-1161/488, 3-4=-1350/643, 4-5=-1156/611, 5-6=-1818/855, 6-7=-1603/730, 7-8=-1942/789, 8-10=-2625/920, 10-11=3208/1036 . BOT CHORD 22-23=279/404, 19-20=0/741, 18-19=0/1129, 16-18=-70/1362, 15-16=-215/1624, 14-15=-493/2181, 13-14=-769/2779, 11-13=-769/2779, 2-22=-1417/590 WEBS 4-18=-164/418, 6-16=-874/421, 7-16=-302/118, 7-15=-264/764, 8-14=-117/510. 1-22=-592/1576, 5-18=-723/259, 5-16=-524/1309, 8-15=924/405, 10-14=667/313, 3-18=-101/482, 3-19=-729/289, 2-19=-320/879 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) 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.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 23=589, 11=615. 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. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandra, VA 22314. ♦ O NS ♦ � •E N • '9 ��� No 39380 •' •• 4U` Thomas A. Alban] PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 MiTek° 6904 Parke East Blvd. Tampa, FL 36610 E Job I Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence T13165929 J35278 A08 ROOF SPECIAL 1 1 Job Reference D tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:27 2018 Page 1 I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-aK3rp8HLDyaJwosKIGUVK2P3MtzfkS5oGMNaCHznZXA as-o 0 B 44L8 8b-0 144-0 16-5.15 19-5-15 24-10.7 30-3-0 36.2.0 7-2 0 8 338 4-5-8 5-10.0 2-1-15 3-0-0 5-0-8 5-11-0 -0-0 0-e-a 6.00 12 4x8 = 4x6 = 4x4 = 4 5 6 4x4 = 3x6 2p 4x6 = 4x4V= 3x4J= 3114 3x8 = Ix4 II 3x4 = 3x6 = 3x4 i 3x8 = 3x4 = 1.9-0 9- 4-0-9 a -GO 14-0-0 165-15 19315 2410.7 27-6.12 30.3-0 362-0 -9- 236 4.58 5-10-0 2-1-15 3-0-0 5-0-8 2-8-0 2-9-4 5-11-0 Scale=1:73.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.17 14-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.30 14-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 295 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 "Except' BOT CHORD Rigid ceiling directly applied. Except: 2-21: 2x4 SP No.3 1 Row at midpt 2-23 WEBS 2x4 SP No.3 10-0-0 oc bracing: 21-23 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 3-20, 4-19, 6-17, 1-24, 6-16 REACTIONS. (lb/size) 24=1642/0-8-0, 11=1697/0-8-0 1 Max Horz 24=-447(LC 8) Max Uplift 24=-600(LC 8), 11=-608(LC 8) Max Grav 24=1689(LC 14), 11=1765(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-2=-396/147, 2-3=797/305, 3-4=-1368/562, 4-5=-1582/698, 5-6=-1743/736, 6-7=-1864/773, 7-8=-2131/805, 8-10=-3298/1193, 10-11=-3245/1024, 1-24=-1604/613 BOT CHORD 23-24=-237/443, 2-23=-1497/589, 20-21=0/558, 19-20=0/947, 17-19=0/1254, 16-17=-242/1718,14-16=-520/2281,13-14=-520/2281,11-13=-764/2817 WEBS 3-20=-1334/549, 3-19=-210/712, 4-19=-433/208, 4-17=-287/805, 5-17=-147/445, 6-17=-993/441, 7-16=-177/594, 8-13=-355P780, 10-13=-441/283, 1-23=-582/1564, 2-20=-564/1460, 8-16=-806/375 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) 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.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 24=600,11=608. 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. ,`%%JJJI11111fit �,, �p,S A, Abe O 'E , ��G NSF No 39380 � •� 4u ORX II11 Thomas A. Albani PE No.39380 MiTek USA; Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overalls Ar building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ivi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 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 Qty Ply J35278 GHO Lot 35 Murphy Residence t T13165930 J35278 A09 ROOF SPECIAL 1 1 Job Reference o /tonal o­c oi East Coast Truss, Ft. Pierce, FL 34946 0. i o0 s ocP i a iv i r wu cn a ..., _ ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-2WdE1 UHz_GiAYxRXsz?ksGyCeHIBTwRyUO68kjznzX9 2-0-8 11-10.0 1416515 21-5-15 28-512 7-7-4 7-2 9- 4-0-0 0- 5-0-0 2-3-0-0 4-0-15 3-0.0 7-0-12 7-7-4 -0-0 1-3-e 44 = Scale = 6.00 12 5x5 = US = dr4 = 46. = 6 4x4 N r'' — 20 19 its 1O 3x6211 4x6 = 5x8 = 8x10 = 3x4 1x4 II US = 4x4 1x4 II 4x4 = 2x4 II x4 11 rn 12 I� 0 0 1 -go 2 6-0B 11-10.0 1&5-15 21515 28812 362-0 g 0 8 4-0-0 &7.15 3-0-0 7.0.12 7-74 1-0-0 Plate Offsets (X Y) (2:0 6 4 0 2 Ol 14:0 2 8 0 2-41 (12:0 2-4 0 0 81 118:0-4-8 0-2-41 LOADING (psf) SPACING- ' 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.18 16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.35 16-18 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(CT) 0.10 11 n/a n/a Weight: 291 lb FT = 20% BCDL 10.0 Code FBC2017rrP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied. Except: 2-20: 2x4 SP No.3 1 Row at midpt 2-22 WEBS 2x4 SP No.3 10-0-0 oc bracing: 20-22 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 3-19, 4-19, 5-18, 7-18, 10-15, 1-23 REACTIONS. (lb/size) 23=1648/0-8-0, 11=1698/0-8-0 Max Horz 23=-449(LC 8) Max Uplift 23=-598(LC 8), 11=607(LC 8) Max Grav 23=1652(LC 14), 11=1755(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-471/203, 2-3=-999/429, 3-4=-1057/449, 4-5=-1596/658, 5-6=-1782/772, 6-7=-1494/628, 7-8=-2032/811, 8-10=-2340/832, 10-11=-3141/10D5, 1-23=-1581/617 BOT CHORD 22-23=-242/446, 19-20=-5/528, 18-19=0/1127, 16-18=-35711983, 15-16=-356/1984, 13-15=-724/2708,11-13=-724/2708,2-22=-1300/518 WEBS 2-19=-543/1485, 3-19=-477/204, 4-19=-722/304, 4-18=360/11024, 5-18=-969/455, 6-18=-473/1178, 7-18=-1195/479, 7-15=273/25, 8-15=-165/634, 10-15=-913/421, l lei l l 10-13=0/323, 1-22=-516/1385 qt�,,,, NOTES- 1) Unbalanced live loads have been considered for this design. ,PS ��`��•O`v \ ...... S< roof 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=36ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 '• �' �•••• i No 39380 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 53 •• 4/ 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 fit between the bottom chord and any other members, with BCDL = 10.Opsf. .0 will .0 X�S' 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) • R p 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum ��'��,E%%%`� sheetrock be applied directly to the bottom chord. �111 fill 1114 Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 MireW 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 kb Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence T13165931 J35278 A10 ROOF SPECIAL 1 1 Job Reference o tional .. i.... we.r rek 7 09:54:30 2018 aa„o 1 East Coast Truss, Ft. Pierce, FL 34946 0• 1u 5 oup "" 1 '"" a "", ..V' ID:YPzWChtsRb_ci4Mj?fNNgjzFubo_vl_S9JEWtyunFbv_02Cyhl WB4_gxrl EyKbFocznZX7 4 10 12 9-6 0 14 2 0 18-10-0 1 23-1-0 29-5-15 32-5-15 38 6-12 45-2-0 46-2-0 F 4-10-12-4 �4-8-� 4 8 0 43-0 6-4-15 3-06-0-12 6-7-4-0 1'-0-., Scale=1:35.7 4x6 = x4 11 11 '� 12 I� 22 m ov 21 — I -, 19 W -- 10 is — 3x6 — — = 6x8 M18SHS = 3x8 — 4x4 3x4 = 3x8 = 3x4 = 3x4 = 1x4 II 4x4 = 5x5 = 9-6-0 18-10-0 , 23-1-0 29-5-15 32-5-15 38-6-12 45-2-0 9-6-0 9-0-0 4-3-0 6-4-15 3-0-0 6-0-12 Plate Offsets (X Y)18.0 5 4 0 2 Ol 111'0 5-4 Edgel 112'0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.32 16-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.62 19-21 >866 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(CT) 0.18 11 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 295 lb FT = 20% LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except` BOT CHORD Rigid ceiling directly applied. 14-17: 2x4 SP No.2 WEBS 1 Row at midpt 4-21, 5-18, 6-18, 7-18, 2-22 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 22=2025/0-8-0, 11=2101/0-8-0 Max Horz 22=-356(LC 6) Max Uplift 22=-718(LC 8), 11=-782(LC 8) Max Grav 22=2071(LC 13). 11=2151(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2391/951, 3-4=-2109/899, 4-5=-2984/1230, 5-6=-2754/1173, 6-7=-2778/1157, 7-8=-3308/1307, 8-10=-3380/1266, 10-11=-4059/1405 BOT CHORD 21-22=38711934, 19-21=-662/2771, 18-19=-774/3070, 16-18=-915/3257, 15-16=-790/2906, 13-15=-1096/3535, 11-13=-1096/3535 WEBS 2-21 =-1 03/677, 3-21=-254/781, 4-21 =-1 119/430, 4-19=-208/737, 5-19=-438/219, 5-18=-1288/500, 6-18=-792/2000, 7-1 8=1 350/547, 7-16=661/296, B-16=-288/908, ICI Iq 8-15=-145/431, 10-15=780/351, 10-13=0/273, 2-22=2363/853 PS <e I,, NOTES- 1) Unbalanced roof live loads have been considered for this design. % O`v. • �I ♦♦��� .• G E N g • '92 �� '• �' �••'• �i 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 No 39380 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide i � '. -� W '. 7) ijT�� C P.• will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 0 R 1 O N �j lS 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 15;� N 111108 sheetrock be applied directly to the bottom chord. Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ®WARNING. 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ■ a tmss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall "'-�• building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 :ob Truss Truss Type City Ply J35278 GHO Lot 35 Murphy Residence T13165932 J35278 All ROOF SPECIAL 1 1 Job Reference o tional Ilrf•GA•1� In!Q Dann 1 East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 rvu � ce InuubutO ' , 1­ _. . ­ � �a� ID:YPzWChtsRb ci4Mj?fNNgjzFubc-S5JMfVKsHB41PPA5X5ZRUuah2ULggHaOA LoL2znZX6 7-8-0 12-4-0 17-0-0 23-1-0 27-2-8 31-3-15 34-3-15 39-5-12 45-2-0 1-2-p 7-8-0 4-8-0 4-8-0 6-1-0 4-1-8 4-1-8 3-0-0 5-1-12 5-8-4 1-0 0 Scale = 1:84.4 4x4 = 4x8 d ro 3x6 I 4x10 = bXb wD 13x4 = 4x8 = 4x8 = 3x4 = 4x4 = 4x4 = 7 8-0 17-0-0 23-1-0 31-3-15 34 3-15 39-5-12 45-2-0 7-8-0 9-4-0 fi-1-0 8-2-15 3-0-0 5-1-12 5-8-4 Plate Offsets (X Y)12:0 2 8 0 2-41 I8:0 2 8 0 2-41 (11:0-5 4 Edoel 112:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.36 15-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.75 15-17 >717 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.16 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 286 lb FT = 20% LUMBER- i BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.t BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No,3 *Except* WEBS 1 Row at midpt 3-20, 4-17, 5-17, 6-17, 7-15 1-21: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 21=2021/0-8-0, 11=209810-8-0 Max Horz 21=-355(LC 6) Max Uplift 21=-717(LC 8), l l=-781(LC 8) Max Grav 21=2066(LC 13), 11=2221(LC 14) FORCES. (lb) - Max. Corrip./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2372/866, 2-3=-2069/851, 3-4=-3386/1304, 4-5=1-2904/1155, 5-6=-2842/1176, 6-7=-4308/1623, 7-8=-3762/1367, 8-10=4333/1578, 10-11=-4270/1406, 1-21=2008/733 BOT CHORD 20-21=-321/460, 18-20=718/2975, 17-18=-903/3528; 15-17=-766/2969, 13-15=-872/3157, 11-13=-1111/3731 WEBS 2-20=-131/689, 3-20=-1419/486, 3-18=-313/1066, 4-18=-621/304, 4-17=-1437/562, 5-17=-820/2202, 6-17=-1235/511, 6-15=-555/1589, 7-15=-2070/817, 10-13=-450/290, 1-20=-608/2065, 8-15=316/1169, 8-13=-348/838 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) 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.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 21=717, 11=781. 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 O • No 39380 �% it Thomas A. Albanl PE No.39380 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 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 ��[[[■■■yyy a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall Nat building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Truss Truss Type Qly Ply J35278 UHO Lot 35 Murphy Residence ,Lob T13165933 J35278 Al2 ROOF SPECIAL 1 1 Job Reference o tional ...G 9n17 hfiTe4 Industries Inc Wad 7 n954,33 2018 Page 1 East Coast Truss, Ft. Pierce, FL 34946 0.1v S pep •� ..__ Feb. __ _. ID:YPzWChtsRb ci4Mj?fNNgjzFubc-PUQ74BL6poLTejJUfWbvZJf?VIOX8BthelgvPxznZX4 46-2-0 7-0-0 11-8-0 16-0-0 23-1-0 27-3-0 31-11-15 34-11-15 39-8-8 43-5-0 45-2-0 7-0-0 4-6-0 48-0 6-9-0 42-0 443-15 3-0-0 4-6-8 384) 1-9-0 -0- Scale = 1:84.6 4x6 = 5x6 0 0 x4 11 11 12 fY 0 4x6 II 4x10 = 5x8 M18SHS = 3xt5 — 19 19 17 15 20 3x6 = 2x4 I 5x6 = 4x14 = 1x4 & = 45-2-0 741-0 16-0-0 23-1-0 69-0 27-3-0 42-0 2 31-11-15 3411-15 43-5-0 4 3-&15 3-0-0 e-5-1 -0- 7-0.p 9-40 0-9-0 Plate Offsets (X Y) IB 0 6 8 0 1 121 r9 0 3 0 Ednel H 1:0 6 12 Edgel rl2:0 2-4 0 0-81 r13:0-2-0 0-1-121 r21:0-2-8 0-1-01 r23:0-3-12 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d 240 PLATES GRIP MT20 244/190 TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 BC 0.75 Vert(LL) Vert(CT) 0.36 20 >999 -0.64 23-25 >846 180 M18SHS 244/190 TCDL 15.0 BCLL 0.0 Lumber DOL 1.25 Rep Stress Incr YES WB 0.81 Horz(CT) 0.17 11 n/a n/a Weight: 331 lb FT = 20% BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER- *Except* BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. TOP CHORD 2x4 SP No.2 8-9,9-12: 2x4 SP 2850F 1.8E BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 'Except* WEBS 10-0-0 oc bracing: 19-21 1 Row at midpt 3-25, 4-22, 5 22, 6-22, 7-18, 7-17, 8-13 6-19: 2x4 SP No.3, 14-16: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 10-15: 2x4 SP 285OF 1.8E, 18-21: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 26=2035/0-8-0, 11=2138/0-8-0 Max Horz 26=-356(LC 6) Max Uplift 26=715(LC 8), 11=771(1_C 8) Max Grav 26=2054(LC 13), 11=2199(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2315/845, 2-3=-2029/829, 3-4=-3486/1339, 4-5=-2878/1148, 5-6=-2815/1163, 6-7=3649/1363, 7-8=-2430/989, 8-10=-4194/1590, 10-11=-4724/1640, 1-26=-2002/727 BOT CHORD 25-26=-332/429, 23-25=-743/3018, 22-23=-953/3647, 21-22=-841/3163, 6-21=-323/1098, 17-18=-774/2668, 15-17=-110/291, 11-13=-1438/4251 WEBS 10-13=242/281,2-25=-129/675,3-25=-1491/517,3-23=-346/1139,4-23=-682/330, 18-21=-874/3041, 7-21 =-98/91 B. `,`��11111111jII,I A. 4-22=-1525/586, 5-22=-770/2101, 6-22=-1391/524, 7-1 8=-1 487/430, 7-17=-976/311, 8-17=103/609, 1-25=-629/2059, 13-17=-562/2103, ``O�p,S q2 8-13=-612/1490 NOTES- ;�`��••�,C'EN`SF•' i NO 39380 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 — 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is 33 ', J�AWTF i _0. o5) the responsibility of the fabricator to increase plate sizes to account for these factors.o �i�.< All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) trusshasn designedr a live load of 20.Opsf on the herd i areas where a rectangle 3-6-0 tall by 2-0-0 wide p F( I �j� is •.... i,�,s N A� %%� will flit the herd other members, with Bottom tom fall �O 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Thomas A. Albani PE No.39380 26=715, 11=771. 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 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: February 7,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with 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 p�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V I 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 ANSIfTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job I I Truss Truss Type Qly Ply J35278 GHO Lot 35 Murphy Residence T13165934 J35278 A13 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 0. tau s SUP ID cu I / IYII I UK II IUUbL1Ic . n— vvlu — : . u , I D:YPz WC htsRb_ci4Mj?fNNgjz Fu be-tg_V HX Mka6TKGsug D E686XCAziJdlf3gtyZSxNznZX3 5-1-0 9-9-0 14-5-0 21-9-0 24-5-0 27-3-0 33-10-15 36-10-15 40-10-12 45-2-0 47-2-0 5-1-0 4-8-0 4-8-0 7-4-0 2-8-0 2-10-0 6-7-15 3-0-0 3-11-12 4-0� 2-0-0 4x10 M18SHS = 4x6 v ; 4x4 = 3X6 II 4x10 = ' . 4X4 —1 5x5 WB = Scale = 1:84.2 I _; N 17 16 15 14 12 3x4 II 5x10 = 3x4 = 3x4 = 5x5 = 5-1-0 14-5-0 21-9-0 24-5-0 27-3-0 2 -3 33-10-15 36-10-15 45-2-0 51-0 9-4-0 7-4-0 2-8-01-0- 5-7-15 3 0-0 8-3 1 Plate Offsets (X Y) 15:0 6 8 0 1 121 19:0 5 8 0-2 Ol 112:0 1 12 0 2 121 118:0-6-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.34 17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.58 20-22 >930 180 M18SHS 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.23 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 330 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 16-18 7-16: 2x4 SP No.3, 21-23: 2x4 SP No.1 WEBS 1 Row at midpt 3-24. 4-20, 5-19, 7-19, 8-15, 10-12 WEBS 2x4 SP No.3 *Except* 15-18: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 25=2028/0-8-0, 12=2034/Mechanical, 12=2034/Mechanical Max Horz 25=320(LC 7) Max Uplift 25=-714(LC 8),-12=703(1_C 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2044/746, 2-3=-1774/723, 3-4=-3788/1434, 4-5=-2983/1179, 5-6=-2557/1123, 6-7=2917/1213, 7-8=-3566/1347, 8-9=2740/1095, 9-10=-2555/973, 1-25=-1991/719 BOT CHORD 24-25=-310/344, 22-24=-856/2914, 20-22=-1158/3812, 19-20=-645/2583, 18-19=-886/3124, 7-18=-280/886, 14-15=679/2217, 12-14=-621/1807 WEBS 2-24=-135/563, 3-24=-1749/645, 3-22=447/1342. 4-22=-840/393, 4-20=1549/633, 5-20=-324/961, 5-19=-302/183, 6-19=-482/1135, 7-19=-1 204/512, 15-18=-924/2884, `,`j�1�����tr�1��� 8-24= 83-1-451/1248, 9-14=-259/99, 10-14=-83/579, =63269957, 122470/8 ``o�p,S E NSF••.2/ ,� NOTES- �,,`'<�••\'\C 1) Unbalanced roof live loads have been considered for this design. No 393 80 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=45ft; eave=6ft; Cat. ., II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. It is 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. : the responsibility of the fabricator to increase plate sizes to account for these factors. -0� • �44/� 5) All plates are MT20 plates unless otherwise indicated. live loads. Q:•• 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other 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 R `� ���� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. , S�Q 8) Refer to girder(s) for truss to truss connections. ,1111 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 25=714, 12=703. Thomas A. Alban/ PE No.39360 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MITek USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use onlywith MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall p pr building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Ab Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence T13165935 J35278 A14 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:35 2018 Page 1 I D:4n WsQOi?xWdQ3AbDR25U rym_d S-LtYtVtN MKPb BuOTtmXdNfklOk5 g Qc2Jz5cJ? U pznZX2 2-10-0 7 6-0 12-2-0 19-0-0 26-8-0 27 3 0 36-2-0 39-2-0 45-2-0 2-10-0 4-8-0 4-8-0 7-4-0 7-2-0 0-7- 8-11-0 3-0-0 6-0-0 5x8 M18SHS = 5x5 = 3x4 11 5 6 7 6.00 F 4x6 2 h , Scale = 1:82.8 3x6 II 4x6 = 6X6 M1uSM6 = zxq a � 15 14 13 12 11 4x4 II 5X6 = 4x12 = 5x6 II i i 0-0 7-6-0 12-2-0 19-6-0 27-3-0 2�-3-Q 36-2-0 LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 ITC 0.70 Vert(LL) -0.33 16-17 >999 240 TCDL 15.0 Lumber DOL 1.25 IBC 0.85 Vert(CT) -0.73 16-17 >737 180 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.21 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 4-5,5-6,6-8: 2x4 SP 2850F 1.8E BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 7-14: 2x4 SP No.3, 16-18,18-20: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 "Except' 13-16: 2x4 SP No.2 REACTIONS. (lb/size) 22=2028/0-8-0, 11=2034/Mechanical Max Horz 22=-435(LC 6) Max Uplift 22=-708(LC 8). 11=-709(LC 8) Max Grav 22=2028(LC 1), 11=2036(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1500/596, 2-3=-3047/1166, 3-4=-3047/1166, 4 5=3359/1275, 5-6=-2926/1225, 6-7=-3568/1480, 7-8=-3612/1333, 8-9=-2149/875, 9'10=-2439/905, 1-22=-2002/717, 10-11=-1967/723 BOT CHORD 21-22=-391/378, 20-21=-232/1445, 19-20=-1308/4368, 17-19=-1310/4365, 16-17=-674/2850, 7-16=-506/323, 12-13=-889/2907 WEBS 2-21=1185/426, 4-17=1656/702, 5-17=263/980, 6-17=-143/312, 6-16=-542/1471, 13-16=-911/2946,8-16=-38/384, 8-13=-625/266, 8-12=-1609/559,9-12=-248/773, 1-21=-580/1804,10-12=-641/2107,3-20=-328/196,2-20=-827/2381,4-20=-1758/619 PLATES GRIP MT20 244/190 M18SHS 2441190 Weight: 305 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 14-16 1 Row at midpt 4-17, 6-17, 13-16. 4-20 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=45ft; eave=6ft; 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) All plates are MT20 plates unless otherwise indicated. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10,Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=708,11=709. 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. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSOTP11 Quality Criteria, DSB.89 and BCSI Building Component Safety fnformatton available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. ►►u a urrrr MNS A q� O i No 39380 + -�0� A � jr i 3 •• : � ' • �(/ Z �41.- O N .. �rrrllllll►►►►, Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Job • Truss Truss Type Qty Ply J35278 GHO Ldt 35 Murphy Residence r T13165936 J35278 A15 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 4-8-0 4-8-0 6.00 12 5x rr 3x4 0.7JU s oep I [U I / IVII I eR rr IVU3UlUb, niu. vveu reu r vu.O9 cv Io 17-6-0 23-1-0 27-3-0 28-8-q 32-11-0 ' , 38-2-0 41-2-0 45-2-1 7.4-0 5-7-0 4-2-0 15-0 4 3-0 5-3-0 3-0-0 4-0-0 Scale = 1:83.4 5x10 = 2x4 II 5x8 = 5 26 6 27 7 3x8 M18SHS = 17 16 15 14 13 12 2x4 II 5x12 = 6x6 = 3x8 = 4x6 II 5-6-0 10-2-0 17.6-0 3- -0 2 -3-0 8-8- 32-11-0 38-2-0 4 -2-0 -0 5-6-0 4-8-0 7-4-0 5-7-0 4-2-0 -5-0 4-3-0 5-3-0 3-0-0 Plate Offsets (X,Y)— [2:0-3-0,0-2-0], [4:0-5-4,Edge], [5:0-6-8,0-1-12], [7:0-6-0,0-2-6], [10:0-6-0,0-2-8], [12:Edge,0-3-8], [13:0-3-8,0-1-8], [14:0-2-8,0-3-0], [18:0-2-4,0-2-4], LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.49 Vert(LL) 0.41 20-22 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.73 20-22 >738 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.25 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 303 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 `Except` 4-5: 2x4 SP 285OF 1.8E BOT CHORD 2x4 SP No.2 `Except' 18-21,21-23: 2x4 SP No.1 WEBS 2x4 SP No.3 `Except` 2-23,15-18: 2x4 SP No.2 REACTIONS. (lb/size) 24=2029/0-8-0, 12=2035/Mechanical Max Horz 24=393(LC 6) Max Uplift 24=-708(LC 8), 12=-708(LC 8) Max Grav 24=2029(LC 1), 12=2053(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-23. 4-20 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3091/1148, 3-4=-3091/1148, 4-5=-3699/1366, 5-6=-3392/1353, 6-7=-3392/1353, 7-8=-3601/1369, 8-9=-3171/1202, 9-10=2937/1109, 10-11=-21301787, 11-12=-2007/718 BOT CHORD 23-24=-161/678, 22-23=-1586/5179, 20-22=-1588/5174. 19-20=-836/3322, 18-19=-801/3173,14-15=-925/2935,13-14=-525/1788 WEBS 2-23=-1092/3164, 3-23=-327/194, 4-23=-2411/847, 4-20=-2036/823, 5-20=-282/990, 7-18=-338/1132, 9-14=14891570, 10-14=-659/1908, 10-13=-870/313, 11-13=-634/1999, 8-15=-1017/289, 9-15=288/177, 15-18=-863/3007, 8-18=-78/743, 6-19=-422/205, 7-19=-129/514, 5-19=-75/456, 2-24=1986/692 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=45ff; eave=6ft; 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) All plates are MT20 plates unless otherwise indicated. 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.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 24=708,12=708. 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. ♦♦���PS' A11'44 No 39380 O�. Thomas A. Albanl PE No.39380 M17ek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 AWARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MtTek® connectors. This design is based only upon parameters shown,'and is for an individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall i�Y�♦ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mireiik• 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 ANStfTPII 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 J35278 Type SPECIAL Qty Ply I J35278 GHO Lot 35 Murphy Residence T13165937 East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:38 2018 Page 1 I D:4nWSQOi?xWdQ3AibDR25Urym_dS-ISE?7uPFdKZIIUCSS3B4GNNrUJkWpPSQnaXg48znzX? 4-2-12 8-2-0 15-6.0 22-0-4 2, 3-0 30-111 34-0.12 37-5.8 45-2-0 4-2-12 3.11-4 7-4-0 6-6-4 5.2-12 3-5-0 3-4-12 3-4-12 7-8-8 6z8 = 2x4 II 5x6 =6x8 M18SHS 6.00 12 4 24 5 25 6 7 3XB M18SHS II 6xl2 = 2x4 II - -- 4x6 = rxo — Scale = 1:84.2 cn m �I0 N 15 14 13 12 11 3x4 II 6x8 = 4x8 = 5x6 II LOADING (psi) SPACING- 2-0-0 CSI. 0.86 DEFL. in Vert(LL) 0.47 (loc) I/deft Ud 17 >999 240 PLATES MT20 GRIP 244/190 TCLL 20.0 Plate Grip DOL 1.25 Lumber DOL 1.25 TC BC 0.76 Vert(CT) -0.77 16-17 >702 180 M18SHS 244/190 TCDL 15.0 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(CT) 0.20 11 n/a n/a Weight: 357 lb FT = 20% BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. TOP CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x6 SP SS 6-14: 2x4 SP No.3, 13-15,11-13: 2x4 SP No.2, 16-17: 2x6 SP No.2 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 10-11, 3-21, 10-12 13-16,8-16: 2x6 SP No.2, 1-21,10-12: 2x4 SP No.2 2 Rows at 1/3 pts 3-18 JOINTS 1 Brace at Jt(s): 23 REACTIONS. (lb/size) 22=2028/0-8-0, 11=2034/Mechanical Max Horz 22=396(LC 7) Max Uplift 22=-707(LC 8). 11=-710(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1941/703, 1-2=-3776/1355, 2-3=-3776/1355, 3-4=-4209/1519, 4-5=-4112/1569, 5-6=-4112/1569,6-7=-3699/1419,7-8=-3993/1478,8-9=-3193/1224,10-11=-19541731, 9-10=-2964/1128 BOT CHORD 21-22=-316/330, 20-21=2165/6596, 18-20=-2172/6597, 17-1 8=-1 061/3726, 16-17=1048/3745, 6-16=-10/276, 12-13=-952/3018 WEBS 3-18=2996/1156, 4-18=286/998, 4-17=160/705, 5-17=-598/285, 6-17=-180/616, 13-16=-845/2831, 16-23=-340/1389,8-23=-222/1064, 7-23=-214/597, 9-12=-1591/628, 2-21=-259/165, 1-21=-1408/4064, 3-21=3154/1110, 8-13=-565/147, 9-13=-465/225, 10-1 2=1 170/3376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=45ft; eave=6ft; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=707, 11=710. 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. 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. ,,�II1111111/�II,I '\• <B� o No 39380 r ss 10 NA � ��. �. 111 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 ob t Truss Truss Type City Ply J35278 GHO Lot 35 Murphy Residence T1316593E 35278 A17G ROOF SPECIAL GIRDER 1 1 Job Reference o tional o .ten — 16 �nrr nniTn4 1-1—fri c Inr Wart Feb 7 09*54:40 2018 Page 1 East Coast Truss, Ft. Fierce, FL MV40 3-1-0 6-0.0 9-8-0 13-4-0 3-1-0 2-11-0 3-8-0 6x6 = 6.00 12 5 d I 4nWsQOi?xWdQ3AibDR25UryrTdS-igLmYaRV9yDT_nMgZUDYMoSGZ6LPHKijFuOm8lznZWz 27-3-0 32-10-0 35-3-8 40-7-0 45-2-0 6-3-12 5-7-0 2-5-8 5-3-8 4-7-0 4x8 = 4x6 = 3x4 II 6x8 = 27 6 7 28 8 9 6x6 = 6x8 II 6x18 = 2x4 11 7xl0 M18SH5 = 4xe = rxo — 18 17 16 15 3x4 II 5x10 = 7x6 = Scale = 1:79.7 4x6 = 5x6 = d O N 14 13 5x5 = 3x8 II 3-1-0 6-0-0 9-8-0 13-4-0 20-11 4 27-3-0 2 -3- 32-10-0 35-3-8 40-7-0 45 2-0 3-1-0 2-11-0 3-8-0 3-8-0 7-7-1 6-3-12 -0- 4-7-0 2-5.8 5-3-8 4-7-0 I .- ry V%_ rz•n_a_n;=m-1 ra•n-rrn n-,A_nl It5.0-3-0.0-4-81. H9:0-2-8.0-4-81, 120:0-3-0 0-4 81 122:0-5-0 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.50 20-21 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.84 20-21 >644 180 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT) 0.22 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x6 SP DSS *Except* TOP CHORD 1-3: 2x4 SP 285OF 1.8E BOT CHORD 2x6 SP DSS `Except` BOT CHORD 8-17: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* WEBS 1-25: 2x6 SP No.2, 3-22,1-24,3-24: 2x4 SP 285OF 1,8E 16-19,9-19: 2x6 SP DSS REACTIONS. (lb/size) 25=2269/0-8-0, 13=2038/Mechanical Max Horz 25=382(LC 7) Max Uplift 25=-791(LC 8). 13=-712(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-1944/692, 1-2=-5535/1946, 2-3=-5535/1946, 34=6353/2238, 4-5=-4736/1719, 5-6=4257/1595, 6-8=-4751/1750, 8-9=-4736/1747, 9-10=-3133/1228, 12-13=-1994/737, 10-11=-2844/1109,11-12=-15661670 BOT CHORD 24-25=-366/625, 23-24=-3283/9716, 22-23=3308/9770, 21-22=1862/5727, 20-21=-1568/5087, 19-20=-1568/5087, 8-19=-435/231, 15-16=-894/2916, 14-15=-450/1566 WEBS 3-23=-361/167, 3-22=-4182/1496, 4-22=-452/1387, 4-21=-1868/730, 5-21=-560/1707, 6-21=-1125/334, 6-20=0/321, 6-19=-519/152, 16-19=-B69/2990, 9-19=-899/2844, 9- 1 6=-908/255, 10-16=360/185, 10-15=13271512, 11-15=-642/1866, 11-14=-1757/663. 12-14=-851/2432,2-24=-266/138,1-24=-1850/5335,3-24=-4407/1527 PLATES GRIP MT20 2441190 M18SHS 244/190 Weight: 366 lb FT = 20% Structural wood sheathing directly applied or 3-0-14 oc purlins, except end verticals. Rigid ceiling directly applied or 4-7-10 oc bracing. Except: 10-0-0 oc bracing: 17-19 1 Row at midpt 12-13, 6-21, 6-19 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=45ft; eave=6ft; 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) All plates are MT20 plates unless otherwise indicated. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 25=791, 13=712. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 168 lb down and 47 lb up at 1-8-0 on top chord, and 154 lb down and 43 lb up at 1-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ��1111111/1I A %`�,``�PS O No 39380 y 3 :• �C/ i Thomas A. Alban] PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 Continued on page 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 MiTekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing f �qq Y1 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. 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 ' Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence ,yob t T13165938 J35278 A17G ROOF SPECIAL GIRDER 1 1 Job Reference o tional T..L 1..d.—A— 1— %A1.4 Geh 7 nQ•Fd•dn 901R Pane 9 East Coast Truss, Ft. Pierce, FL 34945 "r " " "" _" ­'___ '-- ID:4nWsQ0i?xWdQ3AibDR25Urym_dS-igLmYaRV9yDT nMgZUDYMoSGZ6LpHKijFuOm81znZWz LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70,3-5=-70, 5-9=-70, 9-10=-70, 19-25=-20, 17-18=-20,13-17=-20,10-12=-70 Concentrated Loads (lb) Vert: 26=132(F) 29=-121(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _'-�• building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. ANSVTPII Quality Criteria, DSB-89 and 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 Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence T13165939 35278 A18 HALF HIP 1 1 Job Reference o tional 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:41 2018 Page 1 East Coast Truss, Ft. Pierce, FL 34946 I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-AOv8lwR7wFLKcxx07Cknu??Qi WkXOnCsUYmKgTznZWy 1-0 5 10 4 11-2-0 17-10-14 24-7-13 31-4-11 38-1-10 45-2-0 -0 5-10-4 5-3-12 6-8-14 6-8-14 6-8-14 6-8-14 7-0-0 Scale = 1:80.3 6.o0 12 3x4 = 4x6 — 3x4 = 3x4 = 3x4 II 3x4 = 4x6 = 4x4 i s 3x4 = 9s a 7 8 26 9 10 11 12 3x8 = 1x4 II 5x5 — 4x4 = 6x6 = 4x4 = 5x5 = 4x4 = 4x8 = 3 6x6 = 5-10-4 11-2-0 19-7-2 28-0-4 36-5-6 45-2-0 5-10-0 5-3-12 85-2 Il 2 8-5-2 8-8-10 Plate Offsets (X Y) I1 0 2 4 0 0 81 f2:0 7 12 0 0 11 I4:0 2-0 Edgel I1370-2-12 0-4-01 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 0.61 Vert(LL) 0.38 16-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.61 16-18 >892 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.91 Horz(CT) 0.17 13 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -AS Weight: 287 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 13=2025/Mechanical, 2=2101/0-8-0 Max Horz 2=357(LC 8) Max Uplift 13=732(LC 8), 2=-767(LC 8) Max Grav 13=2029(LC 13), 2=2156(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4179/1417, 3-5=-3601/1283, 5-6=-3205/1209, 6-8=-4125/1493, 8-9=3917/1394, 9-11=-2593/908 BOT CHORD 2-21=-1474/3769, 20-21=-1474/3769, 18-20=-1499/4040, 16-18=1526/4150, 14-16=-1290/3534,13-14=-800/2199 WEBS 3-20=-674/3.10,5-20=-351/1191, 6-20=-1185/380,6-18=-34/346,8-16=-482/255, 9-16=-200/737, 9-14=-1407/567, 11-14=-373/1358, 11-13=-2782/1011 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 6-20, 9-14 2 Rows at 1/3 pts 11-13 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=45ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It.is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 13=732,2=767. 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. 1%J11111/111 No 39380 ti r Thomas A. Alban[ PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ®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 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 ANSUTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 I Cob . Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence T13165940 J35278 A19 HALF HIP 1 1 Job Reference o tional East Coast I fuss, Ft. Hierce, t-L 34946 -1-0 05-0-4 9.6-0 -0 5-0.4 4-5-12 6.00 12 6x6 = 3x4 ! 5 to u5 1 X4 M 0 0 t5.13U s 5ep lb Zul1 MI I eK InaustrleS, Inc. vvea reD / uv:D9:gz zu to rage i I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-eDTWzGSIhZTBD5VDhvFORDXe5wCKID 1?iCVtCvznZWx 16-6-14 23-7-13 30-8-11 , 37-9-10 45-2-0 7-0-14 7-0-14 71-14 7-0-14 7-4-6 Scale = 1:80.3 4X6 = 3x4 11 A9A 7 A 10 7R 11 12 — 19 18 17 16 15 14 'J US = 4x8 = 6x6 = 6x6 = 6x6 = 6x6 9-6-0 18-4-2 27-2-4 36-0.6 45-2-0 9-6-0 8-10-2 8-10-2 8-10-2 9-1-10 Plate nffsetc rX Y1_f1,0-2-4.0-n-81.120-9-8.0-1-91.r5'0-3-0.0-2-71.1`13'0-3-0.0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.37 16-18 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.60 16-18 >895 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.14 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 4-5,1-4: 2x4 SP No.2 BOT CHORD BOT CHORD 2x6 SP DSS WEBS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 13=2025/Mechanical, 2=2101/0-8-0 Max Horz 2=306(LC 8) Max Uplift 13=-727(LC 8), 2=773(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4062/1450, 3-5=-3732/1334, 5-6=3318/1253, 6-8=-4738/1725, 8-9=4676/1673, 9-11=-3152/1113 i BOT CHORD 2-20=-146713601, 18-20=-1716/4615, 16-18=-1816/4927, 14-16=-1568/4288, 13-14=-987/2704 WEBS 3-20=-430/256, 5-20=-385/1269, 6-20=-1645/561, 6-'18=-53/426, 8-18=-307/158, 8-16=-413/235, 9-16=-173/640, 9-14=-1509/604, 11 j14=-355/1257,-11-13=-3171/1160 PLATES GRIP MT20 244/190 Weight: 302 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling. directly applied. 1 Row at midpt 6-20, 9-14 2 Rows at 1/3 pts 11-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) All plates are 4x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=727,2=773. 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. ♦����wPSI'°'1!A0 ♦ "O No 39380 r r 0.. ' � 4(1 II111 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with WOO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Truss ITruss Type City IPIy I J35278 GHO Lot 35 Murphy Residence T13165941 J3527B A20 (HALF HIP 1 1 1 2 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MITek Industries, Inc Wed Feb 7 09 54 43 2018 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFube-6P 1 uACTNStb2rF4PEdnFzQ4pcKZTUlw9xsFRIMznZWw 1-0- 4-0-0 7'S-0 14-11-11 225-6 29-11-2 37-0-13 45-2-0 -0 4-0-0 3-6-0 7-5-11 7-5-11 7-5-11 7-5-11 7-9-3 - Scale = 1:80.0 4x4 = 6.00 12 _ . „� �a 8 9 27 10 11 12 -- 19 -io „ .., -- 48 — 4x4 = 4x4 = 4x4 = 4x4 = 4x4 = 4x4 = 75_p 16-10-2 26-2.4 35-6-6 45-2-0 7-6-0 9 4-2 9.4-2 9.4-2 9-7-10 or.,.- nano.. ry vt_ n •n-2-a o-O-BL r2:0-1-O.Edoel 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. 0.39 DEFL. in (loc) I/deft Ud Vert(LL) 0.28 16-18 >999 240 PLATES GRIP MT20 244/190 TCLL 20.0 Plate Grip DOL 1.25 TC BC 0.20 Vert(CT) -0.46 16-18 >999 180 TCDL 15.0 BCLL 0.0 Lumber DOL 1.25 Rep Stress Incr YES WB 0.64 Horz(CT) 0.09 13 n/a n/a Weight: 526 lb FT = 20% BCDL 10.0 Code FBC2017rFP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP 285OF 1.8E `Except' 1-4: 2x4 SP No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 13=2025/Mechanical, 2=2101/0-8-0 Max Horz 2=255(LC 8) Max Uplift 13=-722(LC 8), 2=-778(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 10-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4136/1467, 3-4=-3904/1391, 4-5=-3515/1304, 577=5730/2053, 7-8=-5925/2096, 8-10=-4084/1428 BOT CHORD 2-20=-1445/3667, 18-20=-2020/5500, 16-18=-2247/6160, 14-16=1996/5499, 13-14=-1275/3520 WEBS 4-20=-406/1334, 5-20=-2226/802, 5-18=-76/582, 7-18=-515/233, 7-16=-332/214, 8-16=-142/621,8-14=-1699/681,10-14=-341/1256,10-13=-3831/1386,3-20=-289/174 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) 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. 6) All plates are 3x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 13=722,2=778. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ♦���0P1111" It S I A. No 39380 i A; �?`,♦♦ 111 Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not at uss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ITSE 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 lob 1 ` Truss Truss Type Oty Ply J35278 GHO Lot 35 Murphy Residence T13165942 135278 A21G HALF HIP GIRDER 1 1 Job Reference D tional on,7 Inr Vdad Fah 7 0g-54.45 2018 Paoe 1 East Coast Truss, Ft. Pierce, FL 34946 - -- " ID:YPzWChtsRb ci4_ci4Mj?iNNgjzFubo-2o9fblUe Unn4ZEoM2pj3r95474JyazSOAkXpEznZWu - -0- 5-6 0 10-5-1 15-4-2 20-M 20 -3 25-2-4 30-1-5 35-M 39-11-7 45-2-0 -0 5-6-0 4-11-1 4-11-1 4-7-14 0- -3 4-11-1 4-11-1 4-11-1 4-11-1 5-2-9 Scale = 1:80.5 6.00 12 4x12 = 4x8 = 1x4 II 5x6 VVB = 2x4 II 3 31 32 4 33 34 35 15 636 737 38 3x4 = 4x12 = 1x4 II 39 840 41 42 9 10 43 44 3x8 = 11 45 46 3x4 = 1x4 11 12 A7 48 49 48 = 14 1 2 b 26 25 52 23 54 22 55 56 21 297 58 59 19 60 6118 1�2 63 64 16 65 66 67 15 50 51 24 53 2x4 II — 6x12 II 5x10 = 4x6 _1x4 II 5x12 = 3x6 II 4x4 = 3x4 — 1x4 II 1x4 4x12 = 3x4 = 5-6-0 10-5-1 15-4-2 20-0-0 25-2.4 30-1-5 35-0-6 39-11-7 45-2-0 5-6-0 4-11-1 4-11-1 47-14 5-2.4 4-11-1 4-11-1 4-11-1 5-2-9 Di=ta nHeate /x vN.- f1-n-2-4.0-0-81. 13:0-5-4.0-2-01. 16:0-3-O,Edgel _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.22 17-19 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.32 17-19 >929 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.99 Horz(CT) 0.08 15 ri n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD 3-6,6-9: 2x4 SP 285OF 1.8E BOT CHORD 2x4 SP No.2 `Except` BOT CHORD 21-24: 2x4 SP 285OF 1.8E WEBS WEBS 2x4 SP No.3 *Except* 7-22: 2x8 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 15=1 601 /Mechanical, 2=1297/0-8-0, 22=4727/0-4-0 Max Horz 2=200(LC 21) Max Uplift 15=-720(LC 5), 2=-611(LC 8), 22=-2160(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2261/1028, 3-4=-1519/757, 4-5=-15191757, 5-7=-1598/3491, 7-8=-1598/3491, 8-10=-2312/1046, 10-11=-2312/1046, 11-12=-2329/1053, 12-14=2329/1053, 14-15=-1504/719 BOT CHORD 2-26=-969/1952, 25-26=-984/1992, 23-25=450/249, 22-23=-450/249, 17-19=-136313011, 16-17=-1363/3011 WEBS 3-26=296/763, 3-25=-560/282, 4-25=-629/411, 5-25=1070/2267, 5-23=0/310, 5-22=-3551/1647, 7-22=632/390, 8-22=-4189/1900; 8-20=0/335, 8-19=-1104/2439, 10-19=-682/368, 11-19=-804/369, 11-17=0/335, 11-16=785/356, 12-16=-636/406, 14-16=117312594 PLATES GRIP MT20 244/190 Weight: 240 lb FT = 20% Structural wood sheathing directly applied or 3-1-4 oc purlins, except end verticals. Rigid ceiling directly applied or 5-1-0 oc bracing. 1 Row at midpt 5-22, 8-22 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 15=720, 2=611, 22=2160. `,,,SiA-�q�--.,, % No 39380 71C ~ .411 •� Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. �� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall M i G building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members onty. Additional temporary and permanent bracing Tek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria. DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jdb Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence T13165942 �,135278 A21G HALF HIP GIRDER 1 1 � Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.13U s 5ep 1b ZUl I Mi I eK inaustrles, Inc. vvea ren I ud:b9:4b zul o rage G I D:YPzWC htsRb_ci4Mj7fNNgjzFu bc-2o9fbl U e_U rm4ZEo M 2pj3r95474 JyazSOAkXpEznZWu NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 164 lb down and 154 lb up at 5-6-0, 164 lb down and 144 lb up at 7-6-12, 164 lb down and 144 lb up at 9-6-12, 164 lb down and 144 lb up at 11-6-12, 164 lb down and 144 lb up at 13-6-12, 164 lb down and 144 lb up at 15-6-12, 164 lb down and 144 lb up at 17-6-12, 164 lb down and 144 lb up at 19-6-12, 164 lb down and 144 lb up at 21-6-12, 164 lb down and 144 lb up at 23-6-12, 164 lb down and 144 lb up at 25-6-12, 164 lb down and 144 lb up at 27-6-12, 164 lb down and 144 lb up at 29-6-12, 164 lb down and 144 lb up at 31-6-12, 164 lb down and 144 lb up at 33-6-12, 164 lb down and 144 lb up at 35-6-12, 164 lb down and 144 lb up at 37-6-12, 164 lb down and 144 lb up at 39-6-12, and 164 lb down and 144 lb up at 41-6-12, and 164 lb down and 144 lb up at 43-6-12 on top chord, and 601 lb down and 341 lb up at 5-6-0, 61 lb down and 23 lb up at 7-6-12, 61 lb down and 23 lb up at 9-6-12, 61 lb down and 23 lb up at 11-6-12, 61 lb down and 23 lb up at 13-6-12, 61 lb down and 23 lb up at 15-6-12, 61 lb down and 23 lb up at 17-6-12, 61 lb down and 23 lb up at 19-6-12, 61 lb down and 23 lb up at 21-6-12, 61 lb down and 23 lb up at 23-6-12, 61 lb down and 23 lb up at 25-6-12, 61 lb down and 23 lb up at 27-6-12, 61 lb down and 23 lb up at 29-6-12, 61 lb down and 23 lb up at 31-6-12, 61 lb down and 23 lb up at 33-6-12, 61 lb down and 23 lb up at 35-6-12, 61 lb down and 23 lb up at 37-6-12 , 61 lb down and 23 lb up at 39-6-12, and 61 lb down and 23 lb up at 41-6-12, and 61 lb down and 23 lb up at 43-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 1 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-14=-70, 15-28=-20 Concentrated Loads (lb) Vert: 3=-98(B) 6=98(B) 26=601(B) 5=-98(B) 23=50(B) 9=98(B) 31=98(B) 33=-98(B) 34=-98(B) 35=-98(B) 37=-98(B) 38=-98(B) 39=98(B) 40=98(B) 42=-98(B) 43=98(B) 44=-98(B) 45=-98(B) 46=-98(B) 47=-98(B) 48==98(13l) 49=-98(B) 50=-50(B) 51=-50(B) 52=-50(B) 53=-50(B) 54=-50(B) 55=-50(B) 56=-50(B) 57=-50(B) 58=-50(B) 59=-50(6) 60=-50(B) 61=-50(B) 62=-50(B) 63=750(B) 64=-50(B) 65=-50(B) 66=-50(B) 67=-50(B) ® 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 MrrekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall AiTe k• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ilA fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 36610 k Qty Ply J35278 GHO Lot 35 Murphy Residence Job ' Truss Truss Type T13165943 J35278 A22 ROOF SPECIAL GIRDER 1 1 Job Reference (optional) 8.130 s Sep 15 2017 MTek Industries, Inc. Wed Feb 7 09:54:46 2018 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:4nWsQ0i?xWdQ3AibDR25UryrrdS-WJ1odVGlozdiip_wlKyb3iGWXaVh2ebdgU5MhznZWt 6-2.0 12-0.12 18-2-0 20-0-0 22-6-o z5-a•z 27-s-0 ti-6 2-2-0 2-2-0 2-10-2 24.14 9-0 6-2-0 5-10-12 6-1.4 3x8 = 5x5 = 19 20 3x8 = 4 4x4 = 6.00 112 IvA II Av12 = 23 16 24 15 25 14 13 <, 12 .. 17 3x6 II 4x10 = 5x5 = 3x8 = 6x8 = 1x4 II Scale = 1:50.3 6-2-0 12-0-12 1&2-0 20-4-0 22-6-0 25-4-2 26-9-0 27-9A 6-2-0 510-12 6-1-4 2-2-0 2-2-0 2-10-2 1-4-14 1-0-0 -9-0 Plate Offsets X Y— 2:0-2-8 0-34 10:0-4-4 0-4-0 15:0-2=8 0-3-0 LOADING (psf) SPACING- 2-0-0 CSI. TC 0.67 DEFL. in (loc) I/deft Ud Vert(LL) 0.12 12-13 >999 240 PLATES GRIP MT20 244/190 TCLL 20.0 TCDL 15.0 Plate Grip DOL 1.25 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.18 14-15 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.90 Horz(CT) 0.04 9 n/a n/a Weight: 228 lb FT = 20% BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins, TOP CHORD 2x4 SP 285OF 1.8E except end verticals. BOT CHORD 2x4 SP 285OF 1.8E WEBS, 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 9-6-13 oc bracing. 1 Row at midpt 1-17, 1-16, 3-16, 3-14, 6-13 1-17,6-10,10-18: 2x4 SP No.2, 8-9: 2x6 SP No.2, 8-10: 2x4 SP No.1 WEBS REACTIONS. (lb/size) 17=1403/Mechanical, 9=2252/Mechanical Max Horz 17=-399(LC 6) Max Uplift 17=-575(LC 4), 9=1004(LC 8) Max Grav 17=1484(LC 27), 9=2351(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-13611575, 1-2=-1106/516, 2-3=-11061516, 3.4=-15491705, 4-5=-1732/745, 5-6=1570/687, 6-7=4172/1871, 7-8=-4249/1877, B-9=-2274/982 BOT CHORD 15-16=-596/1615, 14-15=-596/1615, 13-14=-684/1696 1-16=-621/1575, 2-16=-448/289,3-16=-846/318, 3-15=0/302,4-14=-161/497, WEBS 5-14=-393/227, 13-18=-1228/679, 6-18=-1228/679, 10-12=-62/313, 7-10=-430/358, 10-13=1015/2463, 8-10=-1998/4546, 6-10=1210/2564, 5-13=-525/246 `,�11111111111/I,I NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=29ft; eave=4ft; Cat. `� •E II; Exp C; Encl., GCpi=0.1 B; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber �\v N • ,92,' �� • G SF�'•, / ��� DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �4% �, No 39380 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, with BCDL='10.Opsf. — 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) •• 17=575, 9=1004. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 164 lb down and 51 lb up at 138 lb i �/ ��� T Q P'• 23-0-0. 164 lb down and 51 lb up at 24-6-0, 164 lb down and 51 lb up at 26-6-0, 80 lb down and 134 lb up at 22-9-5, and 210 lb at 24-9-5, and 138 lb down and 210 lb up at 26-8-9 on top chord, and 170 lb down and 53 lb up at 23-0-0, and �� ��, �j�s •'• , R down and up 170 lb down and 53 lb up at 24-6-0, and 170 lb down and 53 lb up at 26-4-11 on bottom chord. The design/selection of such 11111111110 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). Thomas A. Albanl PE No.39380 MIT& USA, Inc. FL Cert 6634 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 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 ANSIrTPII 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 fi PI J35278 GHO Lot 35 Murphy Residence 1b Truss Truss Type QtY Y y T13165943 35278 A22 ROOF SPECIAL GIRDER 1 1 Job Reference_Loptionall East Coast Truss, Ft. Pierce, FL 34946 i 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:46 2018 Page 2 I D:4nWSQ0i?xWdQ3AibDR25Urym_dS-WJ1 odVGlozdiip_wlKyb3iGWXaVh2ebdgU5MhznZWt LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-8=70, 11-17=-20, 9-10=-20 Concentrated Loads (lb) Vert; 6=-62(F) 7=-263(F) 12=-130(F) 21=125(F) 22=-263(F) 26=-130(F) 27=-130(F) &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®connectois. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V 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 ANSIfTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite312, Alexandra, VA 22314. Tampa, FL 36610 A23 Type SPECIAL J35278 GHO Lot 35 Murphy Residence T13165944 East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:47 2018 Page 1 I D:YPzWChtsRb_ci4Mj?fNNgjzFuba_AGPOzWuW55UKsOATSrB8GFS3xprQZclsUDeu7znZWs 6-94 13-4-12 20-2-0 26-0-12 i 32-6-0 �3-6-9 6-94 6-7-8 6-9-4 5-10-12 6-5-4 1-0-0 3x8 = 6.00 112 1x4 II 3x4 = 3x8 = 2 21 3 4 22 23 5 46 = 16 - 15 1 ,s 3x6 II 4x10 = 3x4 1x4 II 3x8 = 1x4 II 4x4 = 6-9-4 13-4-12 4x4 = Scale = 1:58.4 K4 I� 0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 ICSI. ITC 0.62 IBC 0.68 IWB 0.66 Matrix -AS DEFL. in (loc) I/dell Ud Vert(LL) 0.13 12-13 >999 240 Vert(CT) -0.26 12-13 >999 180 Horz(CT) 0.09 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 190lb FT=20% 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 1-16, 1-15, 4-15, 4-12 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 16=1455/Mechanical, 8=1532/0-8-0 Max Horz 16=-390(LC 8) Max Uplift 16=-545(LC 8), 8=-553(LC 8) Max Grav 16=1516(LC 14), 8=1579(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1392/559, 1-2=-1317/488, 2-4=-1317/488, 4-5=-1910/743, 5-7=-2185/766, 7-8=-2822/903 BOT CHORD 15-16=-114/381, 13-15=-343/1897, 12-13=-343/1897, 10-12=-651/2438, 8-10=-651/2438 WEBS 1-15=-657/1771, 2-15=-493/280, 4-15=-905/336, 4-13=0/309, 5-12=-111/542, 7-12=-723/341, 7-10=0/254 NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=33ft; eave=4ft; Cat. MWFRS cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 t1tJ1111I111 j111 A. q�� II; Exp C; Encl., GCpi=0.18; (directional); 2) Provide adequate drainage to prevent water ponding. `����Mp,$ `• Q A 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is •• ��G E N S�•, 7�j� ��� the responsibility of the fabricator to increase plate sizes to account for these factors. `�`.�,`� 0 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads..7 No 39380 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) — ' "0 •• ' 16=545, 8=553. 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 ��� ��< P sheetrock be applied directly to the bottom chord. •, 0 R O N�� Thomas A. Albans PE No.39380 MR USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ` Design valid for use only with Mrrek® connectors. This design is based only upon. parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANStITPl1 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 Type I IQty IPly I J35278 GHO Lot 35 Murphy Residence T13165945 J35278 East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:48 2018 Page 1 ID:YPzWChtsRb_ci4Mj?fNNglzFubc-TNgnDJXWHPELxOzN 1 AMQgUnbPL8Z9_Mu58zCQZznZWr 7-5-4 14-8-12 22-2-0 27-0-12 32-6-0 3-6- 7-5-4 7-3-8 7-5-4 4-10-12 5-5-4 1-0-0 Scale=1:58.2 3x8 = 1x4 II 3x4 = . 3x8 =.- 4x6 = 2 z 4 22 23 5 6.00 112 x4 16 1011 ••- 3x6 II 4x10 = 4x4 tx4 II 3x4 = 3x8 = 1x4 II 4x4 = 7-5.4 14-8-12 22-2-0 27-0-12 32-6-0 7-5-4 7-3-8 7-5-4 4-10-12 5-5-4 Plate Offsets X Y — 9:0-2-4 0-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.16 13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.32 11-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.09 8 n/a n/a Weight: 181 lb FT = 20% BCDL 10.0 Code FBC2017f rPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-16, 1-15, 4-15, 4-11 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 16=1455/Mechanical, 8=1532/0-8-0 Max Horz 16=-334(LC 8) Max Uplift 16=-535(LC 8), 8=563(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-1 6=-1 3841651, 1-2=-16531613, 2-4=-1653/613, 4-5=-2010/800, 5-7=-2305/834, 7-8=-2788/937 BOT CHORD 15-16=-85/321, 13-15=-544/2309, 11-13=-544/2309, 10-11=-696/2431, 8-10=696/2431 WEBS 1-15=-738/1985, 2-15=-538/307, 4-15=-807/325, 4-13=0/293, 4-11=-387/164, 5-11=-146/602, 7-11=-565/267 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 16=535,8=563. 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. WARNING -Verity 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. `\` ,\\\\111111/�, `%,OOPS A •E N .'9 i No 39380 Ir 441 O N A,WO Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 MiTek" 6904 Parke East Blvd. Tampa, FL 36610 Type I IQty IPly I J35278 GHO Lot 35 Murphy Residence T13165946 J35278 IA25 East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:49 2018 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-xZOARfY8ljMCZAYZbttfDhKIZISDuPl l JnilyOznZWq 71013 15-7-14 23-6-11 27-9-2 , 32-6-0 33-6-9 7-10-13 7-9-1 7-10-13 4-2-7 4-8-14 1-0-0 I Scale = 1:58.2 6.00 L12 3x8 = 1 x4 11 4x4 3x8 = 4x6 = 1 2 20 3 4 21 5 15 ,Y ` 4x6 II 4xl2 = 4x6 = 1x4 II 4x4 = 3x8 = 4x4 = 7-10-13 15-7-14 23-6-11 32-6-0 7-10-13 7-9-1 7-10-13 8-11-5 Plate Offsets (X Y)13:0 2 0 Edoel 19:0 2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.20 12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.36 12-14 >999 180 BCLL 0.0 Rep Stress Incr YES W3 0.86 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 172 lb FT = 20% 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 1-15. 1-14, 4-14, 4-10 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 15=1455/Mechanical, 8=1532/0-8-0 Max Horz 15=295(LC 8) Max Uplift 15=529(LC 8), 8=569(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-1379/546, 1-2=-1997/731, 2-4=-1997/731, 4-5=2157/835, 5-7=-2449/873, 7-8=-2763/972 BOT CHORD 14-15=-63/276, 12-14=-714/2693, 10-12=-714/2693, 8-10=-737/2438 WEBS 1-14=-825/2250, 2-14=-569/327, 4-14=-805/322, 4-12=0/294, 4-10=-621/248, 5-10=-156/670, 7-10=-400/227 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=33ft; eave=4ft; Cat. DOL=1.60 DOL=1.60 II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber plate grip 2) Provide adequate drainage to prevent water ponding. p,S A. q 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is ,�% �� Q\`�' • �'i E N the responsibility of the fabricator to increase plate sizes to account for these factors. : �� �� ,• �\ S�:• •• /li/ ��/ 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 No 39380 will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) _ .. + 15=529, 8=569. 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 53 :• 0 � 4u� sheetrock be applied directly to the bottom chord. � .<0R�OP•N %** #��ss�0 N AL 0"',` Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ® WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pp I�� �• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi gek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job I " Truss Truss Type Qry Ply J35278 GHO Lot 35 Murphy Residence T13165947 J35278 A26G ROOF SPECIAL L GIRDER 1 Job Reference (optional) East Coast Truss, H. Fierce, hL 3494ti 5-3-1 48 = 1 22 5-1-5 5-1-5 5-1-5 4x4 = 3x4 = 4x4 = 1x4 II 23 2 24 25 26 3 4 27 5 28 29 5-3-1 3-0-12 3-7-4 3x4 = .4x4 = 6x8 = 306 7 3132 8 6.00 12 its 33 34 rr 35 36 1. 15 37 " 38 39 4u 41 42 3x8 II 4x8 = 44 = 5x5 — 3x8 = 7x8 = 3x4 = 3x6 5-3-1 104-6 15-5-10 20-6-15 25-10-0 28-10-' 2 32-6-0 5-3-1 5-1-5 5-1-5 5-1-5 5-3-1 3-0-12 3-74 Plate Offsets (X Y)— I8:0-2-0 0-3-01 It1:0-2-4 0-0-81 I13:0-3-8 0-4-81 I17:0-3-8 0-2-01 LOADING (psf) SPACING- 2-0-0 iCSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 ITC 0.32 Vert(LL) 0.30 13-14 >999 240 TCDL 15.0 Lumber DOL 1.25 'BC 0.73 Vert(CT) -0.42 13-14 >930 180 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 ;Matrix -MS LUMBER- I BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 8-11: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 18=3056/Mechanical, 10=307910-8-0 Max Horz 18=-227(LC 8) Max Uplift 18=-1416(LC 8), 10=-1437(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-18=2944/1408, 1-2=-4308/2011, 2-3=-6972/3264, 3-5=8097/3801, 5-6=-8097/3801, 6-8=7760/3676, 8-9=-6187/2900, 9-10=-6367/2947' BOT CHORD 17-18=-83/255, 16-17=-1815/4308, 14-16=-3037/6972, 13-14=-3431/7732, 12-13=-2421/5557,10-12=-2517/5660 1 WEBS 1-17=-2347/5028, 2-17=-2426/1274, 2-16=-1482/3150, 3-16=-1414/792, 3-14=-635/1329, " 5-14=-682/440,6-14=-228/472, 6-13=-1131/640,8-13=-1205/2636,8-12=-354/926, 9-12=-318/254 Scale = 1:58.2 PLATES GRIP MT20 244/190 Weiaht: 444 lb FT = 20% Structural wood sheathing directly applied or 4-10-5 oc purlins, except end verticals. Rigid ceiling directly applied or 8-8-9 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 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered 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; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) 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. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 18=1416,10=1437. A No 39380 O �441 � y � i .-/SIONA'Mll 1 Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 AWARNING - 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 verity the applicability of design parameters and property incorporate this design into the overall Not 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 ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job I Truss Truss Type Oty Ply J35278 GHO Lot 35 Murphy Residence T13165947 I J35278 A26G ROOF SPECIAL' GIRDER 1 2 Job Reference o tienal Cx1 r n t T.— Ft Pierce. FI 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:52 20118 Page 2 IU:Tt-ZVvl.1115rcu_U9rwJ NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 196 lb down and 172 lb up at 2-1-4, 196 lb down and 172 lb up at 4-1-4, 196 lb down and 172 Ito up at 6-1-4, 196 Ito down and 172 lb up at 8-1-4, 194 lb down and 172 lb up at 10-1-4, 194 lb down and 172 lb up at 12-1-4, 194 lb down and 172 lb up at 14-1-4, 194 Ito down and 172 lb up at 16-1-4, 194 lb down and 172 lb up at 18-1-4, 194 lb down and 172 lb up at 20-1-4, 194 Ito down and 172 lb up at 22-14, and 194 lb down and 172 lb up at 24-1-4, and 194 lb down and 181 lb up at 25-10-0 on top chord, and 82 lb down and 24 lb up at 2-1-4. 82 Ito down and 24 lb up at 4-1-4, 82 lb down and 24 lb up at 6-1-4, 82 Ito down and 24 lb up at 8-1-4, 82 Ito down and 24 lb up at 10-14, 82 Ib down and 24 lb up at 12-1-4, 82 lb down and 24 lb up at 14-1-4, 82 lb down and 24 lb up at 16-1-4, 82 lb down and 24 lb up at 18-1-4, 82 lb down and 24 lb up at 20-1-4, 82 lb down and 24 lb up at 22-1-4, and 82 lb down and 24 lb up at 24-1-4, and 598 lb down and 333 lb up at 25-9-4 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: 1-8=-70, 8-11=-70, 10-18=-20 Concentrated Loads (lb) Vert: 4=-138(F) 8=-138(F) 15=-64(F) 16=-64(F) 3=-138(F) 12=-598(F) 7=-138(F) 22=-138(F) 23=-138(F) 24=-138(F) 25=-138(F) 27=-138(F) 28=-138(F) 29=-138(F) 30=-138(F) 31=-138(F) 33=-64(F) 34=-64(F) 35=-64(F) 36=-64(F) 37=-64(F) 38=64(F) 39=-64(F) 40=-64(F) 41=-64(F) 42=-64(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ��• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 J�b Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence T13165948 J35278 B01 COMMON 7 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:53 2018 Page 1 I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-pKegH 1 bf5xsd2nrKgjybNXU WDMstgNXdEPgy5nznzwm 1-0-0 6-4-4 12-2-0 17-11-12 244-0 ,25�-0, 1-0-0 6-4-4 5-9-12 5-9-12 6-4-4 1-0.0 Scale = 1:45.6 4x4 = 4 3x4 = 3x4 = 3x4 = 4x4 = 4x4 = 24A-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.14 8-10 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.26 10-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER- i BRACING- PLATES GRIP MT20 244/190 Weight: 114 lb FT = 20% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1170/0-8-0, 6=1170/0-8-0 Max Horz 2=-243(LC 6) Max Uplift 2=-458(LC 8), 6=-458(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1908/699, 3-4=-1703/716, 4-5=-1703/716, 5-6=-1908/699 BOT CHORD 2-10=-471/1767, 8-10=183/1128, 6-8=471/1661 WEBS 4-8=-245/730, 5-8=464/294, 4-10=245/729, 3-10=-464/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) 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 100 lb uplift at joint(s) except Qt=lb) 2=458, 6=458. 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. ��1111111//� No 39380 i �,�\ R 10 N A- Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: I February 7,2018 ®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 p` 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 antl permanent bracing M i iT ek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing ortrusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence i T13165949 J35278 B02 HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 1 x' �I 6-0-4 6.1 JU s Sep l b zu 1 / Mt I etc if 6-04 '5-5-12 1-4-0 5-5-12 6.00 12 48 = 4x4 = 5, a 1.4 II 3x8 = 1x4 II Inc. Wed Feb t 09.54:53 cu io rdyc i 6-0-4 ' 1-0-0 6-0 4 11 6-0 12-10-0 18-3-12 244-0 ..... < < ,., , . a a , o a_n� Scale = 1:47.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.37 Vert(LL) 0.09 15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.16 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 134 lb FT = 20% 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1170/0-8-0, 9=1170/0-8-0 Max Horz 2=232(LC 7) Max Uplift 2=-458(LC 8), 9=-458(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1979/702,3-5=-1381/572,5-6=-1161/566, 6-8=-1385/573,8-9=-1977/701 BOT CHORD 2-16=-478/1722, 15-16=-478/1722, 13-15=-197/1156, 11-13=-477/1704, 9-11=-477/1704 WEBS 3-16=0/252, 3-15=685/322, 5-15=-127/360, 6-13=-130/388, 8-13=-680/320 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=458, 9=458. 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. O i No 39380 / 4C/ , Thomas A. Mani PE No.39380 MITek USA, Inc, FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 tmsses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job • Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence 1 T13165950 J35278 B03 HIP 1 1 I Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:54 2U1U rage 1 I D:YPzWChtsRb-ci4Mj?fNNgjzFubc-HXB3UNbHsF_UfxQ WOQTgwll gl mA7Zq]mT3QWeDznZWI -1-0-0i 5-0-4 9.6-0 14-10-0 19-3-12 24-4-0 ,25.4-0, 1-0-0 5-0-4 45-12 5-4-0 4-5-12 5-0-4 1-0-0 1 xt 44 = 4x8 = 3x6 = 3x8 = 4x4 = 3x6 = 3x4 = Scale = 1:46.5 9-6-0 14-10-0 24-4-0 9-6-0 5-0-0 9-6-0 Plate Offsets (X Y)- 11'0-2-4 0-0-81 12'0-5-4 Edgel 15.0-5-4 0-2-01 17.0-5-4 Edoel 18.0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.19 9-19 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.42 9-19 >687 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 121 lb FT = 20% 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=117010-8-0, 7=1170/0-8-0 Max Horz 2=195(LC 7) Max Uplift 2=-458(LC 8), 7=-458(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1954/731, 3-4=-1586/613, 4-5=-1358/597, 5-6=-1585/613, 6-7=-19541731 BOT CHORD 2-11=-519/1727, 9-11=-287/1357, 7-9=-519/1720 WEBS 3-11=-460/264, 4-11=-81/402, 5-9=-811403, 6-9=-462/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 Provide adequate drainage to water d prevent 4 As requested, plates have not been designed to ov ide for placement tolerances or rough handling and erection conditions. It is q P 9 P P 9 9 ���`,, S A. '44 �I _ n PS ,q� the responsibility of the fabricator to increase plate sizes to account for these factors. • e � E N * 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��`� �\ G S 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. No 39380 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) r 2=458,7=458. 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. r . • r I ` .0�FS . < 0 R � O S1ONA� Thomas A. Alban] PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 ofdesign parameters and properly incorporate this design into the overall ■■�•YY` building design. Bracing indicated is to prevent buckling.of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 36610 J'ab Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence 1 T73165951 J35278 604 HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 1 8.130 s Sep 15 2017 MITek Industries, Inc. Wed Feb 7 09:54:55 2018 Page 1 I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-IjlRhicvdZ6LH5?jx8_3SyamV9W31HTWj93AfznZWk 1-0-0 7-6-0 i 12-2-0 16-10-0 24-4-0 25-0-0 1-0-0 7-6-0 4-8-0 4-8-0 7-6-0 5x5 = 20 3x4 = 5x5 = 4 21 5 3x4 = 3x4 = 4x4 = 3x4 = 3x4 = 7-6-0 16-10-0 4x4 = Scale = 1:46.5 I� 0 Plate Offsets (X Yl f1'0 2 4 0 0 81 F2'0 2 0 Edgel 13.0-2-8 0-2-41f5'0-2-8 0-2-41 16'0-2-0 Edgelf7'0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.16 8-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.29 8-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 109 lb FT = 20% 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1170/0-8-0, 6=1170/0-8-0 Max Horz 2=-158(LC 6) Max Uplift 2=458(LC 8), 6=458(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1859/647, 3-4=-1583/653, 4-5=-15831653, 5-6=-1859/647 BOT CHORD 2-11=-397/1571, 8-11=-474/1746, 6-8=-397/1571 WEBS 3-11=-45/413, 4-11=-324/148, 4-8=324/148, 5-8=-44/413 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=458,6=458. 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. O� NS A. No 39380 .• (v44/ �O N AO—_ . rri,t Thomas A. Albanl PE No.39380 M1Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 A 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 p`�•Y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VriTe 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 ANSIITPIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jo Truss Truss Type Qty J35278 GHO Lot 35 Murphy Residence A • I Ply T13165952 J35278 B05G ROOF SPECIAL GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:56 2018 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-EvJpv2dXOsECvFavVrWl?A6vOZgs1 d?3wNvdi6znZW1 a a n 4-9-0 12-2-0 14-7-0 18-10-0 244-0 254-01 r,-...a .. .. --- r0-0 5-6-0 4-3-0 2-5-0 2-5-0 4-3-0 5 6-0 1-0-0 Scale=1:49.1 44 = 29 3x8 = 2x4 II 3x4 = 7x6 WB = 3x4 =5x5 = 2x4 II 4x6 = 5-6-0 9-9-0 12-2-0 14-7-0 18-10-0 24-4-0 6-6-0 4-3 0 2-5 0 2-5-0 4-3-0 5-6-0 ....... - - - -- • — 1— o n n n 41 1— O A n_n_G1 r4A•n_A_n n-A-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.90 Vert(LL) 0.28 12-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.39 12-17 >757 180 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 151 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 1-11-10 oc purlins. 3-4,6-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing. BOT CHORD 2x6 SP SS *Except* JOINTS 1 Brace at Jt(s): 14 8-11,13-16: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=211110-8-0, 8=2108/0-8-0 Max Horz 2=165(LC 7) Max Uplift 2=-961(LC 8), 8=-959(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4145/1842, 3-4=-4636/2102, 4-5=2097/944,15-6=-2098/944, 6-7=-4633/2099, 7-8=-4143/1841 BOT CHORD 2-18=-1495/3641, 17-18=-1512/3683, 12-17=-1915/4664, 10-12=-1511/3682, 8-10=-1494/3641 WEBS 3-18=-311/795, 3-17=-469/1180, 16-17=-414/223, 4-16=-379/223, 12-13=-417/226, 6-13=-381/225,7-12=-466/1177,7-10=310/793,5-14=-756/1707,4-14=2903/1368, 6-14=-2892/1359 NOTES- 1) Unbalanced roof live loads have been considered for this design., 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=961, 8=959. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 144 lb up at 7-0-5, 165 lb down and 144 lb up at 8-2-4, 75 lb down and 39 lb up at 10-3-12, 75 lb down and 39 lb up at 14-0-4, and 165 lb down and 144 lb up at 16-1-12, and 173 lb down and 144 lb up at 17-3-11 on top chord, and 551 lb down and 317 lb up at 5-6-0, 81 lb down and 23 lb up at 7-0-5, 81 lb down and 23 lb up at 8-2-4, 162 lb down and 116 lb up at 12-2-0, 61 lb down and 23 lb up at 16-1-12, and 61 lb down and 23 lb up at 17-3-11, and 551 lb down and 317 lb up at 18-10-0 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). ``,,Illuulrrh��, %,OOPS No 3SI380 p441 r1I1111 Thomas A. Alberti PE No.39380 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall v 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 0( PI J35278 GHO Lot 35 Murphy Residence �cb ) JTruss Truss Type y y T13165952 �27a B05G ROOF SPECIAL GIRDER 1 1 Inr, Dcfnronro /nntinnatl East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:54:56 2018 Page 2 1 D:YPzWChtsRb_cj4Mj?fNNgjzFubc-EvJpv2dXOsECvFavVrW1?A6vOZgsl d?3wNvdi6znZWj LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-5=-70, 5-6=-70, 6-7=-70, 7-9=-70, 2-8=-20, 13-16=-20 Concentrated Loads (lb) Vert:15=-162(B) 18=-551(B) 10=-551(B) 11=-50(B) 25=-98(B) 27=-98(B) 28=39(B) 29=39(B) 30=-98(B) 32=-98(B) 33=-50(B) 34=-50(B) 35=-50(B) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 f job r Truss Truss Type oty Ply J35278 GHO Lot 35 Murphy Residence T13165953 135278 B06G COMMON GIRDER 1 3 Job Reference o tional n ,zn � con 1 r')nn nAiTak Industrial Inr._ Wed Feb 7 09:54:58 2018 Page 1 East Coast Truss, Ft. Pierce, FL 34946 -4 - - ID:YPzWChtsRb_ciMj?fNNgjzFubo-AIRZKkfowUUwBYkIdGYm4bCGAN WtVTPMOhOjn_znZWh -1-0-0 4-5.0 8-3-8 8- -0 12-2-0 16-0-0 16- •8 19.11-0 24-4.0 25-4-0 4-5-0 3.10-8 0- 8 3-10-0 3-10-0 0- -B 3-10.8 4-5-0 d 7x12 tx4 11 , � 3x4 = 4x6 II 6.00 12 16 24 25 15 2ts 1x4 II 6x6 = HUS26 HUS26 HHUS26-2 6 Scale = 1:46.2 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. u 14 LO " 13 �V 12 -- 8x10 M18SHS = 7x10 M18SHS = 3x10 II HUS26 5x16 HUS26 HUS26 HUS26 HUS26 HUS26 to 1x4 II 11 d 4-5-0 -2-5 8-3-8 4-5-0 -9-5 3-1-3 8 0 9-10-2 2- -0 4-5- 0- -8 1-6-2 2-3-14 2-3-ib 16-0-0 1.6-2 9-1-1 3.1-11 9- 0-9-5 24 -0 4-5-0 Plate Offsets (X,Y)- [1:0-2-4,0-0-8], [2:1-3-15,0-2-1], [2:0-5-5,Edge], [2:0-7-8,Edge], I2:0-5-14,0-0-0], [10:0-2-7,Edge], [11:0-2-4,0-0-8], [13:0-5-0,0-4-8], [14:0-4-8,0-4-8], 15:0-3-0 0-4-8 LOADING (psf) SPACING- 2-0-0 CSI. TC 0.88 DEFL. Vert(LL) in (loc) 0.28 13-14 I/deft >999 Ltd 240 PLATES MT20 GRIP 2441190 TCLL 20.0 TCDL 15.0 Plate Grip DOL 1.25 Lumber DOL 1.25 1 BC 0.84 Vert(CT) -0.44 13-14 >657 180 M18SHS 2441190 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.12 10 n/a n/a Weight: 475 lb FT = 20% BCDL 10.0 Code FBC2017/TPI2014 1 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except- TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins. 1-5,7-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3 *Except* 6-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/size) 2=8859/0-8-0, 10=11150/0-8-0 Max Horz 2=243(LC 24) Max Uplift 2=-3353(LC 8), 10=-4059(LC 8) I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less' except when shown. TOP CHORD 2-3=-1952117319, 3-4=-17767/6620, 4-6=-14147/5290, 6-8=13772/5151, 8-9=-18494/6763,9-10=23039/8305 BOT CHORD 2-16=-6407/17413, 15-16=-6407/17413, 14-15=-5689/15857, 13-14=-5814/16503, 12-13=-7310/20595, 10-12=7310/20595 WEBS 6-14=-4501/12122,8-14=-6052/2223,8-13=-2171/6196,9-13=-4677/1709, 9-12=-1361/3991,3-16=-600/1458,3-15=-1778/819,4-14=-4869/1955,4-15=-1905/4989 NOTES- 1) 3-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) 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. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=3363,10=4059. ��1111111�,� ,PS A. .` •' •E N No 39380 .•44/Z OR I Thomas A. Albani PE No.39380 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 AWARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with 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 pal• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing t♦ 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 ANSIITPII quality criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Type Qty Ply I J35278 GHO Lot 35 Murphy Residence T13165953 J35278 B06G COMMON GIRDER 1 3 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MITek Industries, Inc. Wed Feb 7 09 54 58 2018 Page 2 I D:YPzWChtsRb_ci4Mj7fNNgjzFubc-AIRZKkfowUUw8YkIdGYm4bCGANMVTPMOhOjn_znZWh NOTES- 10) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 5-6-12 from the left end to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong -Tie HHUS26-2 (14-10d Girder, 4-10d Truss) or equivalent at 7-7-11 from the left end to connect truss(es) to front face of bottom chord. 12) Use Simpson Strong -Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-3-0 oc max. starting at 9-6-12 from the left end to 21-9-12 to connect truss(es) to front face of bottom chord. ___1 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=70, 6-11=-70, 10-19=20 Concentrated Loads (lb) Vert:24=-1581(F) 25=-2005(F) 26=-2005(1--) 27=-2005(F) 28=-2018(F) 29=-2014(F) 30=-2015(F) 31=-2014(F) 32=-2014(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with WWII) connectors. This design is based only upon parameters shown, and is for an individual building component, not Iva 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ob Jr Truss Truss Type QtY PI Y J35276 GHO Lot 35 Murphy Residence T13165954 J35278 C01G ROOF SPECIAL GIRDER 1 1 Job Reference o tional on- r,TTc4 Inrinefriae Inc tnlad Feb 7 09.5d:59 701R Pace 1 East Coast Truss, Ft. Pierce, FL 34946 `� '" `" " "" """ . ""n :"-' "" ID:4nWSQOi?xWdQ3AibDR25Urym_dS-eU?yX4fQhncnmtJUA 3?dokRlntAEz8WcL7HJQznZWg 6-0-0 10-0-0 14-0-4 18-4-0 6-0-0 4-0-0 4-0-4 4-3-12 Scale = 1:40.5 6x6 = 6.00112 15x8 = 2 11 HUS26 HUS26 - HUS26 6x6 = HUS26 5xio II 8x8 = 6x6 = HUS26 4x10 II HUS26 HUS26 HUS26 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 TCDL 15.0 Lumber DOL 1.25 BC 0.77 BCLL 0.0 ' Rep Stress Incr NO WB 0.75 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 8-11: 2x6 SP SS WEBS 2x4 SP No.3 *Except* 1-1 1,5-6:2x8 SP No.2, 1-10,4-9,5-7: 2x4 SP No.21 REACTIONS. i (lb/size) 11=2885/0-8-0, 6=2821/0-8-0 Max Horz l l=-405(LC 4) Max Uplift 11=2574(LC 4), 6=2396(LC 5) 10-0-0 14-0-4 DEFL. in (loc) I/deft L/d Vert(LL) 0.16 10-11 -999 240 Vert(CT) -0:14 9 >999 180 Horz(CT) -0.02 6 n/a n/a 18-4-0 PLATES GRIP MT20 244/190 Weight: 169 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-14 oc bracing. WEBS 1 Row at micipt 1-10, 3-10, 5-7 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-11=2340/2025, 1-2=-2030/1899, 2-3=2292/2052, 3-4=-3314/2883, 4-5=-2429/2120, 5-6=-2543/2134 BOT CHORD 10-11=328/320, 9-10=-2867/3313, 7-9=2121/2429 WEBS 1-10=-2552/2889, 2-10=-847/657, 3-10=-1817/1556, 3-9=-271/125, 4-9=-1105/1280, 4-7=-1185/958,5-7=-2835/3339 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; 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) Provide adequate drainage to prevent water ponding. 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 capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=2574, 6=2396. 6) Use Simpson Strong -Tie HUS26 (14-1 Od Girder, 4-1 Od Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-11-4 from the left end to 15-11-4 to connect truss(es) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 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: 1-2=-70, 2-3=-70, 3-5=-70, 6-11=-20 Concentrated Loads (lb) Vert:8=-504(F) 10=-509(F) 9=-511(F) 7=-515(F) 12=-509(F) 13=-509(F) 14=-512(F) 15=-542(F) `��11111111//j� oPs A- •4�8���4#i No 39380 •, 00 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 1,2018 ®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 tws's 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 ANSIfTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 36610 Jdb ' Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence T13165955 J35278 D01G MONOPITCH GIRDER 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 1 x4 w gI 8.130 s Sep lb z01 f MI I eK industries, Inc. Wed Feb r 09:55:00 2018 rage i I D:Y Pz WChtsRb_ci4Mj?fNNgjzFu bc-6gZKI Qg2 S5ke 0sugkhaE9OHebAAVzQXfr?tgrtznZ Wf -1-0-0 6-9-11 10-5-3 15-M 1-0-0 6-9-11 3-7-8 5-2-13 3x4 11 6.00 12 P 3x8 = 3x10 11 HUS26 8x8 = 4x6 = 7x6 = HHUS26-2 HUS26 HUS26 HUS26 H-11 10-5 3 15-M .. �To s11z LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 TCDL 15.0 Lumber DOL 1.25 BC 0.96 BCLL 0.0 Rep Stress Incr NO WB 0.74 BCDL 10.0 Code FBC2017ITP12014 Matrix -MS LUMBER - i TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP SS *Except* 7-8: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 6-7: 2x8 SP No.2, 5-9: 2x4 SP No.2, 5-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=3879/0-8-0, 7=6302/0-4-0 Max Horz 2=473(LC 8) Max Uplift 2=-1542(LC 8), 7=-2647(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8001/3118, 3-5=-5073/1908 BOT CHORD 2-10=-3087/7073, 9-10=-3087/7073, 7-9=1881/4488 WEBS 3-10=-1477/3359, 3-9=-3525/1645, 5-9=-2625/6498, 5-7=-6366/2666 DEFL. in (loc) I/deft L/d Vert(LL) 0.11 10 >999 240 Vert(CT) -0.17 10-13 >999 180 Horz(CT) 0.04 7 n/a n/a Scale=1:49.3 PLATES GRIP MT20 244/190 Weight: 245 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7 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 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 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, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1542, 7=2647. 8) Use Simpson Strong -Tie HHUS26-2 (14-1Od Girder, 6-1 Od Truss, Single Ply Girder) or equivalent at 6-9-11 from the left end to connect truss(es) to front face of bottom chord. 9) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-0-1 from the left end to 14-4-12 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard ,`,,1111t1111/j�I,I % 0 E NSF ' 2�♦♦ No 39380 r ♦,���510 N A� E 0% WO Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ® 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 verify the applicability of design parameters and property 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 ItlliTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 1 Truss Truss Type Qty PI Y J35278 GHO Lot 35 Murphy Residence � y Job � T13165955 J35278 D01G MONOPITCH GIRDER 1 2 Job Reference o lional .. i.... %Aron Cob 7 no•SS•M gni R Pnna 9 East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-70, 2-7=-20 Concentrated Loads (lb) Vert: 10=3036(F) 9=-1435(F) 14=-1435(F) 15=-1435(F) 16=-1383(F) I D:Y Pz WChtsRb_ci4Mj?fNNgjz Fu bc-6gZKIQg 2S5ke0sug khaE9OHebAAVzQXfr?tgrtznZ Wf 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 HV Z* building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing AiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 J35278 Type Qty Ply 1 35278 GHO Lot 35 Murphy Residence T13165956 East Coast Truss, Ft. Pierce, FL 34946 1X4 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:55;01 2018 1_p_p 7-10-12 6-4-4 2-1-0 1x4 II 6.00 FIT 6 3X4 = 3x4 = 2x4 II 4x4 = 7-10-12 14-3-0 15-3-0 16-4-0 . 7-10-12 6-0.4 1-0-0 1-1-0 nl— ne.ofe rY V1_ r1-n-9_4.6-6-81.r8:0-5-8.0-2-41 _ LOADING (psf) SPACING- 2-0-0 1 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 TCDL 15.0 Lumber DOL 1.25 BC 0.60 BCLL 0.0 Rep Stress Incr YES I WB 0.52 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP N0.2 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) 2=808/0-8-0, 7=747/Mechanical Max Horz 2=496(LC 8) Max Uplift 2=-217(LC 8), 7=-361(LC 8) Max Grav 2=808(LC 1), 7=797(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1040/133, 3-5=-438/40 BOT CHORD 2-12=-434/925, 5-8=-193/567, 7-8=-142/302 WEBS 8-12=-461/952, 3-8=-645/299, 5-7=-796/374 Scale: 1/4"=1' DEFL. in (loc) I/deFl Ud PLATES GRIP Vert(LL) 0.14 12-16 >999 240 MT20 2441190 Vert(CT) -0.22 12-16 >870 180 Horz(CT) 0.01 7 n/a n/a Weight: 107 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 8-10 JOINTS 1 Brace at Jt(s): 8 NOTES- 1) Wind: ASCE 7-10; Vult=160Mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=217,7=361. 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. \IIIIIII/1I A' ,O . 'E • No 39380 53 F :��. ;1O N Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ®WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ��• 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 ANSIITPN 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 Jrob , ' Truss Truss Type Oty Ply J35278 GHO Lot 35 Murphy Residence T13165957 J35278 D03 HALF HIP 1 1 Job Reference 11 tional .. c.,., in oni7 hATc4 lnrfuefrias Inr wed Feb 7 09-55,02 2018 Paae 1 East Coast Truss, Ft. Pierce, FL 3494b "'- - -- I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-23g496ilzi_LdA13s6ciFRM5tydROnyJJMxwlznZWd 16-4-0 -1-0-0 2-1-13 4-1-13 8.3-0 11-0-3 14-9-0 14 1 -0 2-1-13 2-0-0 4-1-3 3-1-3 3A-13 0- -0 1-5-0 1 x' in 2x4 II 2x4 II 2x4 2-1- 3 -1-13 4 -1 8-3-0 1-4-3 12-4-3 •9-0 2-1-13 2-0.0 -6-0 3-7-3 3-1-3 1-0-0 24-13 6 -6-d 1.1-0 Plate Offsets (X,Y) f1 0 2 4 0 0 81 f8 0 2 0 0 2 81 f16 0 2 0 0 2 41 118 0-6-4 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 TCDL 15.0 Lumber DOL 1.25 BC 0.60 BCLL 0.0 Rep Stress Incr YES WB 0.50 BCDL 10.0 Code FBC2017fTP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 `Except` 4-20,6-14,7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 10=758/Mechanical, 2=822/0-8-0 Max Horz 2=462(LC 8) Max Uplift 10=-341(LC 8), 2=-229(LC 8) Max Grav 10=790(LC 13), 2=822(LC 1) Scale = 1:42.9 0 0 N DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.12 19 >999 240 MT20 2441190 Vert(CT) -0.18 19 >999 180 Horz(CT) 0.05 10 n/a n/a Weight: 132 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 18-20, 14-16, 11-13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1353/221, 3-4=-2481/791, 4-5=-1170/278: 5-6=-549/102, 6-7=-270/75, 9-10=-739/330 BOT CHORD 2-21=-568/1272, 4-18=-280/746, 17-18=108k417, 16-17=-486/1076, 6-16=-90/362 WEBS 4-17=-1381/620, 5-17=-112/426, 5-16=776/357, 11-16=-211/481, 6-11=-536/239, 9-11 =-313/721, 3-21 =-6661325, 18-21 =-551/1228, 3-18=464/998 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=341,2=229. 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. `�111111111/��� %��o�p.S A ; Of GENs ► No 39380 O F ;• 44/ •� �0NA� � 1111111 Thomas A. Alban] PE No.39380 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Jbb Truss Truss Type City Ply J35278 GHO Lot 35 Murphy Residence T13165958 J35278 D04 Half Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 10 2017 Mt I ek industries, Inc. Wed Feb r 09.55:02 2018 rage ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-23g496ilzi_LdA13s6ciFRMyc tgRLAyJJMxwlznZWd i 1 0.0 2 5-13 i 7-7-7 12-9-0 i3-6-30T4 6-6 16-0.13 i 1 40 2-5-13 5.1-9 5-1-9 0.9-3 1-0-3 ' 1-6-7 4x8 = 2x4 II 3x4 = 6x6 3x4 = 1x4 II 2x4 II 16-0-13 Scale = 1:42.7 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2=0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITPI2014 CSI. I TC 0.85 BC 0.92 WB 0.67 Matrix -AS DEFL, in (loc) I/deft Ud Vert(LL) 0.21 16-25 >919 240 Vert(CT) -0.28 16-25 >694 180 Horz(CT) 0.11 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 119 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 3-13: 2x6 SP No.2, 6-11: 2x4 SP No.3 10-0-0 oc bracing: 9-11 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=710/0-8-13, 2=821/0-8-0 Max Horz 2=402(LC 8) Max Uplift 8=-312(LC 8), 2=-257(LC 8) Max Grav 8=717(LC 13), 2=821(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-22=-1848/610, 3-4=-1326/418, 4-5=-448/115, 7-8=-644/291 BOT CHORD 3-16=581/1232, 15-16=-581/1232, 14-15=-151/336, 13-14=-151/336, 9-13=-272/597 WEBS 4-16=-135/463, 4-15=-1021/488, 7-9=-268/613, 5-15=-86/333, 5-13=-439/206 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. left Lumber DOL=1.60 DOL=1.60 I II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever and right exposed ; plate grip ing. ���1 S A. 2) Provide adequate drainage to prevent water pond 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is to for these factors. ,�� p q `� }���`• �e •••� G E N S • ••, 9�Jj �i the responsibility of the fabricator to increase plate sizes account ��``C' '• �' �i 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide : N O 39380 will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ► 8=312, 2=257. 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. + . F 441 Z �iO� • F ' . < p R O %�� •,�S'S��NA� % Thomas A. Albani PE No.39380 MlTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII duality 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 J35278 Type Hip J35278 GHO Lot 35 Murphy Residence T13165959 East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:55:03 2018 Page 1 I D:YPzWChtsRb_ci4 Mj?fNNq)zFubc-WFES N RiwkO6CFKcF Pp8xnev800 DmAse5Xz5 US CznZ We -1-0-0 2-7-0 6-8.0 10-9-0 13-5-0 14-9-0 16-0-0 1-0.0 2.7-0 4-1-0 4.1.0 2-8-00 1x 4x8 = 2x4 11 3x4 = Scale = 1:37.7 6x6 - 6x6 3x4 = 2x4 II 2x4 II 16-0-0 i 2 7-0 643-0 10-9-0 13-5-0 i 14-9-D 15-3-0 2-7-0 4-1-0 4-1-0 2$-0 14-0 6-6­0' 0.9-0 0 0 N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.26 16-27 >735 240 MT20, 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.35 16-27 >546 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 106 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied. Except: 3-13: 2x4 SP No. 1, 12-14,6-11: 2x4 SP No.3 10-0-0 oc bracing: 9-11 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 9 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=708/0-8-0, 2=819/0-8-0 Max Horz 2=346(LC 8) Max Uplift 8=-290(LC 8), 2=-277(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-22=-1986/689, 3-4=-1407/476, 4-5=-678/232, 7-8=-631/266 BOT CHORD 3-16=-611/1325, 15-16=-611/1325 WEBS 5-15=91/344, 4-16=-87/345, 4-15=-904/426, 7-9=-275/654, 9-15=-216/468, 5-9=-411/184 NOTES- - 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=290, 2=277. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. A. No 39380 L 33• : �l/OR X ON A 1111111111� Thomas A Alban] PE No.39380 MITek USA, Inc. FL Geri 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ®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 far 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�-/p�.YY building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VI 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 ANSIITPII Quality Criteria, DSB-89 and,BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job " Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence " T13165960 J35278 D06 Half Hip ' 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 ts.1sU s Sep io zO i r wiii eK inuubuies, h— vveu r— r vv. �, 1 age ID:YPzWChtsRb_ci4Mj?fNNglzFube-?SoranjZVKF3sTBRzXfAKsSlOocivGSFmdr2 eznZWb -1-0-0 2-7-0 8-9-0 13-5-0 14.9.0 16-0.0 2-7-0 6.2-0 4.8.0 1-4-0 1-3-0 1x of 4x10 M18SHS = 2x4 11 3x4 = A 11 Scale = 1:32.8 6x6 2x4 II 2x4 II 3x4 = 2.7-0 /3-5-0 , _ ! .9.0 ""a !6-0-0 2-7-0 6-2-0 4-8.0 1-40 i1-6-0' 0-9-0 ' Plate Offsets (X Y) 11'0-2-4 0-0-81 12'0-0-5 0-2-81 12:0-2-8 Edoel 13'0-2-0 0-2-101 f4'0-7-0 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.24 14-23 >796 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.33 14-23 >583 180 M18SHS 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.13 7 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 97 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. Except: 3-12: 2x6 SP SS, 11-13,5-10: 2x4 SP No.3 10-0-0 oc bracing: 8-10 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 8 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=708/0-8-0, 2=819/0-8-0 Max Horz 2=290(LC 8) Max Uplift 7=-287(LC 5), 2=-294(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-20=-1789/610, 3-4=-1102/393, 4-5=-322/147, 5-6=-3231141, 6-7=-553/222 BOT CHORD 3-14=-415/950, 13-14=-419/968, 12-13=-427/986, 8-12=129/407, 5-8=-328/243 WEBS 4-14=-100/468, 4-12=-772/336, 6-8=-295/669 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 drainage to I I r rq� 2) Provide adequate prevent water ponding. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is �OONS A� 1.# the responsibility of the fabricator to increase plate sizes to account for these factors. 4) All plates are MT20 plates unless otherwise indicated. e •••�G E N S •'.; 9,� ♦� 5) This truss has been designed fora 10.0 bottom chord live load nonconcurrent with any other live loads. `��,`� psf 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 39380 will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=287, 2=294. 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. ! 0 :• T 9 �; ��i�F • O R 19 N ,��• , ♦,'�ss,o rrirr Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andror chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence T13165961 �Job J3527B D07G HALF HIP GIRDER 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:55:06 2018 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-xgwb?Tlpl xVn6nLg5yhePHXj2bKYNBPYDxK83 WznZWZ 7-0-0 0.2-8 13.5-0 14-9-0 16-0.0 1-0.0 2-1-0 4-11.0 3-2.8 1-4-0 1-3.0 5x8 = 3x4 = 4 30 31 5 32 33 3X6 11 4x6 = 6 34 7 6x6 % 1X4 11 3x4 = 7-0-0 10-2-8 13-5.0 1 11- 14-9-0 6310 1E-0.0 2-1-D 60 4-5-0 3-2-8 3-2-8 60 0.10.0 -6.0 0.9-0 Plate Offsets (X Y)- il:0-2-4 0-0-81 f2:0-0-9 0-2-121 f2:0-2-8 Edoel f3:0-1-5 0-2-01 f4:0-2-0 0-3-41 f9:0-2-12 0-2-41 N 1:0.0-0,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 TCDL 15.0 Lumber DOL 1.25 BC 0.53 BCLL 0.0 Rep Stress Incr NO WB 0.53 BCDL 10.0 Code FBC2017/rP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP 285OF 1.8E'Except* 4-7: 2x6 SP No.2, 2-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-11: 2x6 SP SS, 15-16,6-19: 2x4 SP No.3, 17-19: 2x4 SP 285OF 1.8E 10-11: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 7-8: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=2610/0-8-0, 2=1618/0-8-0 Max Horz 2=237(LC 8) Max Uplift 8=2858(1_13 5), 2=808(LC 8) Max Grav 8=3835(LC 36), 2=1649(LC 36) Scale=1:30.8 DEFL. in (loc) I/defl Ud PLATES GRIP Vgrt(LL) 0.21 14 >886 240 MT20 244/190 Vert(CT) -0.28 14 >686 180 Horz(CT) 0.12 8 n/a n/a Weight: 221 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 9-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-24=-3497/1672, 3-4=4011/2094, 4-5=3284/1818, 5-6=-2192/1505, 6-7=-2266/1548, 7-8=2795/2320 BOT CHORD 3-13=-1932/3611,12-13=-1979/3710,10-12=-288/466,6-9=-453/802,8-9=-229/304 WEBS 4-13=-802/1670, 4-12=631/210, 9-12=1569/2878, 7-9=-2124/3159, 5-9=1481/348 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 0-9-0 oc, 2x6 - 2 rows staggered at 0-6-0 oc. Bottom chords connected as follows: 2x4 - 2 rows staggered at 0-3-0 oc, 2x6 - 2 rows staggered 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; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) 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. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) 8=2858, 2=808. %%�% ,PSf A��,q����,, No 39380 AN lilt[ Thomas A. Alban[ PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with Mr rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 6 Truss J35278 D07G East Coast Truss, Ft. Pierce, FL 34946 Type HIP GIRDER Qty IPly I J35278 GHO Lot 35 Murphy Residence T13165961 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:55:06 201 B Page 2 I D:YPzWChlsRb_ci4Mj?fNNgjzFubaxgwb?Tlp1 xVn6nLg5yhePHXj26KYNBPYDxK83 WznZWZ NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 175 lb down and 158 lb up at 7-0-0, 1 B5 lb down and 151 lb up at 9-0-12, 185 lb down and 151 lb up at 10-10-12, and 187 lb down and 140 lb up at 13-0-12, and 758 lb down and 1671 lb up at 15-0-12 on top chord, and 763 lb down and 401 lb up at 7-0-0, 192 lb down and 99 lb up at 9-0-12, 192 lb down and 99 lb up at 10-10-12, and 131 lb down and 89 lb up at 13-0-12, and 1966 lb down and 908 lb up at 15-0-12 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 (plo Vert: 14=70, 4-7=-70, 14-21=-20, 3A0=-20, 8-9=-20 Concentrated Loads (lb) Vert: 4=-111(B)13=763(B)31=-111(B)32=111(B)33=-102(B)34=955(B)35=-192(B)36=-192(B)37=-128(B)38=-1966(B) ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and 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 J35278 GHO Lot 35 Murphy Residence t.� T13165962 J35278 E01G COMMON GIRDER 1 2 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 u.13O s Sep 1b zui I ml i eK industries, Inc. Wed Feb / ua:oo:ur cu io raye r ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-P 1 UzDpmRoFdejxwOefCtyU4v3?i46ihhSb3ibzznZWY 1-0-0 3-7-8 6 8 8 9-9-8 13-5-0 14-5-0 1-0-0 3-7-8 3-11 3-1-0 3-7-8 1-0-0 Scale = 1:26.9 4x4 = 3x4 = HUS26 11 4x8 = »x+ - 6 ,,- 1x4 II 1x4 II 2- 8 6-8-8 0- -8 3 3-5 0 2-1-8 -4- 4-3-0 43-0 -4- 2-1-8 Plate Offsets (X Y)11:0 2 4 0-0 81 17.0 2 4 0 0 81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.01 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.01 8-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(CT) -0.01 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 158 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 11=2491/0-8-0, 8=3010/0-8-0 Max Horz 11=141(LC 6) Max Uplift 11=1093(1­C 8), 8=1333(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=624/1112, 3-4= 418/557, 4-5=-423/554, 5-6=-875/1770 BOT CHORD 2-11=902/608, 10-11=902/606, 8-1 0=1 465/818, 6-8=1465/818 WEBS 4-10=669/354, 3-11=-768/422, 5-8=1279/620, 3-10=-214/487, 5-10=447/1072 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. follows: 2x4 1 0-9-0 Webs connected as - row at 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 �p p,S A. ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. %% 0``I' • '••, E N 3) Unbalanced roof live loads have been considered for this design. ,��,`� •' \ G S' '• \' •. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 No 39380 5) 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: 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Gt=lb) �-53 ' 11=1093,8=1333. 9) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent at 1-10-4 from the left end to connect truss(es) to front i�'j�s •' •.0 R , . •' �?\ �%`` face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. ",,,ONSR 10) Use Simpson Strong -Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent at 11-10-4 from the left end to 1111111 connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. Thomas A. Alban[ PE No.39380 11) Fill all nail holes where hanger is in contact with lumber. MlTek USA, Inc. FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ®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 MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Not 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 ANSUTP11 quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence , T73165962 J35278 E01G COMMON GIRDER 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-4=-70, 4-7=-70, 2-6=-20 Concentrated Loads (lb) Vert: 18=1912(F) 19=-2232(F) 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed I-eb 7 09:55:07 ZU78 Page Z ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-P1 UzDpmRoFdejxwOefCtyU4v3?i46ihhSb3ibzznZWY 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 11 /IITe I.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MVO 1 IC fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2181N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Sob Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence r� T13165963 J35278 E02 COMMON 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:55:08 2018 Page 1 ID:YPZWChtsRb_ci4Mj?fNNOzFubc-lD2LQ9m3ZYIVL5VDCNj6 Uic6sP63rAWghFpF7PznZWX 1-0-0 6-8.8 13-5-0 14-5-0 , 1-0-0 6-8-8 6-8.8 1-0-0 Scale = 1:26.4 4x4 = 4 1x4 II 1-9-7 -3-1 6-8-8 10-11-8 11- 13-5-0 1-9-7 5 1 4-5-0 4-3-0 4 2-1-8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 TCDL 15.0 Lumber DOL 1.25 BC 0.15 BCLL 0.0 Rep Stress Incr YES WB 0.17 BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS ' 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 10=663/0-11-5, 8=694/0-8-0 Max Horz 10=142(LC 7) Max Uplift 10=380(LC 8), 8=279(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=310/325, 5-6=231/371 BOT CHORD 2-10=-242/334, 9-10=-242/334, 8-9=284/275, 6-8=284/275 WEBS 3-10=-576/367, 5-8=-617/298, 3-9=-204/402, 5-9=-147/441 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.01 9-10 >999 240 MT20 244/190 Vert(CT) -0.02 9-10 >999 180 Horz(CT) 0.01 8 n/a n/a Weight: 69 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=380, 8=279. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. I II T Id �%% 0 No 39380 r F : �44/ fV �� A ���,,,` 11111 Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Geri 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.74T3 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 ii�•��` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Qty Ply J35278 GHO Lot 35 Murphy ResidenceT13165964 J35278 puss 3 HIP 1 1 Job Reference o tional P 1 East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MITek Industries, Inc. Wed Feb 7 09.55.08 2016 age ID:YPzWChtsRb_ci4Mj?fNNqjzFubc-tD2LQ9m3ZYIVL5VDCNj6Uic1 CP_OrBlghFpF7PznZWX 1-0-0 5-6-0 7-11-0 13-5-0 14-5-0 1-01 5-6-0 2-5.0 5-6-0 1-0-0 4x8 = 4x4 = 1x4 II 3x4 = 3x4 = 5x8 II Scale = 1:26.9 5-6-0 7-11-0 12-7-13 1 L15-0 5-6-0 2-51 4-8-13 0-9-3 Plate Offsets (X Y) 11 0 2 4 0 0 81 13:0 5-4 0 2 Ol 15:0 0 8 0-11 51 15.0 2-10 0-1-81 I6:0-2-4 0-0-81 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 0.59 Vert(LL) 0.04 8-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.08 8-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 63 lb FT = 20% 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 OTHERS 2x4 SP No.3 WEDGE Right: 2x6 SP No.2 REACTIONS. (lb/size) 2=610/0-8-12, 5=747/0-11-2 Max Horz 2=121(LC 7) Max Uplift 2=-256(LC 8), 5=-313(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=761/258, 34=462/215, 4-5=-619/202 BOT CHORD 2-8=-91/642, 7-8=-92/652, 5-7=39/457 WEBS 3-7=297/110 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. \\\\\ 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 % PPS A. ' 4 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 I ,�� .' \Ci E Ns • 9/L �� �' �•��• �i the responsibility of the fabricator to increase plate sizes to account for these factors. •• 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.• 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) ` 2=256, 5=313. 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. '.�•• •.OR XD- Thomas A. Albani PE No.39380 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ® 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 property incorporate this design into the overall bat 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/TP111 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 Jbb Truss Truss Type City Ply J35278 GHO Lbt 35 Murphy Residence T13165965 J35278 E04 HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:55:10 2018 Page 1 I D:YPz WChtsRb_ci4 Mj?f N N gizFubc-pc96rroJ5A?Da OebKomaZ7 hLoC it J5x78Z1 MC IZnZ WV -1-0-0 2-3-12 3-11-14 9-5-2 11-1-4 13-5-0 14-5-0 1-0-0 2-3-12 1-8-2 5-5-3 1-8-2 2-3 12 4x4 = 4.24 12 08 = 4x10 21 4 22 4x4 = 23 24 5 25 1x4 II 3x4 = 3x8 = 1x4 II 2-3 12 3-11-14 9-5-2 11-1 4 13-10 i » �,_o 4x4 = Scale = 1:27.9 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 0.71 Vert(LL) 0.06 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.10 10-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 68 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-12 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=938/0-8-0, 7=931/0-8-0 Max Horz 2=77(1_C 6) Max Uplift 2=455(LC 8), 7=451(LC 8) Max Grav 2=943(LC 29), 7=935(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1623/703, 3-4=1690/777, 4-5=-1587/749, 5-6=-1670/765, 6-7=16071695 BOT CHORD 2-12=-562/1444, 11-12=-561/1441, 10-11=-662/1637, 9-10=-546/1431, 7-9=546/1434 WEBS 3-11=-152/285, 4-11=-33/253, 5-10=-35/251, 6-10=-1511280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=455, 7=451. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 166 lb down and 73 lb up at 2-3-12, 118 lb down and 84 lb up at 3-6-0, 113 lb down and 93lb up at 3-11-14, 123 lb down and 91 lb up at 5-3-9, 123 lb down and 91 lb up at 7-3-9, 113 lb down and 93 lb up at 9-5-2, and 118 lb down and 84 lb up at 9-11-0, and 166 lb down and 73 lb up at 11-1-4 on top chord, and 15 lb down and 7 lb up at 2-3-12, 28 lb down and 12 lb up at 3-6-0, 161 lb down and 112 lb up at 3-11-14, 36 lb down and 14 lb up at 5-3-9, 36 lb down and 14 lb up at 7-3-9, 161 lb down and 112 lb up at 9-3-9, and 28 lb down and 12 Ib up at 9-11-0, and 15 lb down and 7 lb up at 11-1-4 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 ,,,,,0p, iAI IAll��,, �� •'E N ' �e'L � 0 No 39380 � , W'01� Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ®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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing t V� 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 ANStITP11 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 Truss Truss Type City Ply J35278 GHO Lot 35 Murphy Residence Job . T13165965 J35278 E04 HIP GIRDER 1 1 Job Reference o tional n �') ��iTuL IndueMce Inr mlcd Fah 7 09.55-10 901 R Pare 2 East Coast Truss, Ft. Pierce, FL 34946"---- ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-pc96rroJ5A?DaOebKomaZ7hLoCiIJ5x78ZlMCIznZV V LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-70, 34=-70, 4-5=-70, 5-6=-70, 6-8=-70, 15-18=-20 Concentrated Loads (Ib) Vert:4=-28(B) 5=-28(B) 12=-4(B) 11=-161(B) 10=-161(B) 9=-4(B) 22=-28(B) 23=-28(B) 26=-10(B) 27=-25(B) 28=-25(B) 29=-10(B) ® 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 MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence T13165966 J35278 F01 JACK -CLOSED 3 1 Job Reference (optional) r..r, -r --in onto Dens t East Coast Truss, Ft. Pierce, FL 34946 6.130 s oep is cu i r iw. r er. er,,,,­ I—, - ID:YPzWChtsRb ci4Mj?fNNglzFubc-pc96rroJ5A?DaOebKomaZ7hPgCkCJzz78ZIMClznZWV -1-0-0 6-3-8 12-4-0 1-0-0 6-3-8 6-0-8 1 x, 6.00 12 1x4 II 5 3x4 = 1x4 II 3x4 5x5 = 6-3-8 124-0 6.3-8 6-M Scale=1:38.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.11 8-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.08 8-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 65 lb FT = 20% 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=626/0-8-0, 6=545/Mechanical Max Horz 2=385(LC 8) Max Uplift 2=-427(LC 8), 6=-520(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-765/413 BOT CHORD 2-8=609/638, 6-8= 609/638 WEBS 3-8=256/291, 3-6=726/693 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=427, 6=520. 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. 11f1111111111if %%�O�p'S A %•j` • •GENE No 39380 ,t i .0 R S/0NA� E��� Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII quality Criteria. DSB-69 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 aty Ply J35278 GHO Lot 35 Murphy Residence T13165967 J35278 F02 MONOPITCH 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:55:11 2018 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgjzFubc-HojU2BpysT74CYDntVHp6KEbjc5o2YHHNDI vkkznZWU -1-0-0 6-3.8 12-0-0 1-0-0 6-3-8 6-M 1 x, 6.00 12 2x4 II 1 x4 11 sx4 = 3x4 = 9 8 3x4 =7 6 Scale = 1:39.4 5-0-0 131 12.4-0 5-4-0 0-11-8 6-0-8 Plate Offsets (X Y)— 11:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.07 9-13 >983 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.06 6-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017[TPI2014 Matrix -AS Weight: 65 lb FT = 20% 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 OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-0-0 except at=length) 2=018-0, 9=0-3-8. (lb) - Max Horz 2=385(LC 8) Max Uplift All uplift 100 lb or less at joints) 8 except 2=-172(LC 8), 6=175(LC 8), 9=-318(LC 8) Max Grav All reactions 250 lb or less at joint(s) 9 except 2=336(LC 1). 8=535(LC 13), 6=278(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-8=-429/236 NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 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 capable of withstanding 100 lb uplift at joint(s) 8 except at=lb) 2=172,6=175,9=318. 6) 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. ``,���I111111///�,, ,' No 39380 � r r 0;. A ON AI� It lilt%$%�� Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANSVTPII Quality Criteria, DSB-89 and BCS1 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 J35278 IF03 Type HIP City IPly I J35278 GHO Lot 35 Murphy Residence T13165968 East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:55:12 2018 I D:YPzWChtsRb_ci4 Mj?f NNgjzFub c-m_H sG Wpadn Fxg io_RCo2fYnocO RSnxO QcsnTGP 1.0_p 5-5-0 10 4-0 12 4-0 1-0-0 5_54 4-10-12 2-0-0 1x 6.00 12 4x4 = 3x4 = Scale = 1:33.7 3x4 = 1x4 II 3x4 — 3x8 = 3x6 II 5-54 104-0 124-0 A in_ii 9.n-n LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 TCDL 15.0 Lumber DOL 1.25 BC 0.31 BCLL 0.0 Rep Stress Incr YES WB 0.37 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=545/Mechanical, 2=62610-8-0 Max Horz 2=334(LC 8) Max Uplift 7=496(LC 8), 2=451(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=808/498, 3-5=-278/129, 6-7=-531/485 BOT CHORD 2-10=645/681, 8-10=-645/681 WEBS 3-8=-582/554, 6-8=-496/522 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.07 10-14 >999 240 MT20 244/190 Vert(CT) -0.06 10-14 >999 180 Horz(CT) -0.01 7 TIM n/a Weight: 76 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate rjrainage to prevent water ponding. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=496, 2=451. 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 i No 39380 �.� • 411 , wov� NZ i0 N A� Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,711-7473 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 Moo' _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 11 Truss Truss Type City Ply J35278 GHO Lot 35 Murphy Residence i T13165969 J35278 F04 HALF HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. wed veo 7 U9:55:1Z Zulu Page 1 I D:YPzWChlsRb_ci4Mj?fNNgjzFubc-m_HsGWpadnFxgio_RCo2fYnnVON5nyQQcsnTGAznZWr -1-M 4-5A 8-4-0 12-4-0 11-0 45-4 3-10-12 4-0-0 4x4 = 4x4 = 3x4 = Scale = 1:27.9 3x8 = 3x6 II 12-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.22 7-11 >655 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.21 7-11 >705 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 68 lb FT = 20% 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=545/Mechanical, 2=626/0-8-0 Max Harz 2=279(LC 8) Max Uplift 6=474(LC 8), 2=-472(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-813/505, 3-4=484/347, 4-5=-366/345, 5-6=533/455 BOT CHORD 2-7=-632/706 WEBS 3-7=-380/325, 5-7=515/540 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=474,2=472. 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. E N No 39380 "It,' N Al titoo- Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ®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 MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply J35278 GH0 Lot 35 Murphy Residence T13165970 J35278 F05 ROOF SPECIAL 1 1 Job Reference o liana] East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sup to 20 r r wm i en ry� I D:YPzWChtsRb_ci4Mj?fNNgjzFubc-EArETsgCO5NoRsNA7wJHBIJxC01_WOSZgwWOpcznZWS 1-p-0 6-4-0 10-4-0 12-4-0 1 0 0 64-0 4-0-0 2-0-0 3x4 i Scale = 1:27.3 1x4 II 3x8 = 3x6 II 3x4 = 6.4-0 10.4-0 12-4-0 6.4-0 4-0-0 2-0-0 Plate Offsets (X Y) 11:0 2 4 0 0 81 13:0 5-4 0-2-01 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.15 9-13 >991 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) 0.12 9-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 69 lb FT = 20% 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=545/Mechanical, 2=626/0-8-0 Max Horz 2=273(LC 8) Max Uplift 6=473(LC 8), 2=-474(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-722/473, 3-4=-279/197, 4-5=-358/260, 5-6=-506/426 BOT CHORD 2-9=-542/587, 7-9= 553/595 WEBS 3-9=-235/256, 3-7=-412/410, 4-7=-323/212, 5-7=550/657 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is Illlllll/ A the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. ,�Q , •'• \ ii E N S •' '9A. �� psf 3-6-0 tall by 2-0-0 ♦��,`� '� �••'. v� 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle wide will fit between the bottom chord and any other members. No 39380 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) * w 6=473,2=474. 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 53 '• AT : 441: sheetrock be applied directly to the bottom chord. %���5' • • 0 R `Q P, Nam`. ,O N A E 100 1111111110 Thomas A. Alban] PE No.39380 MITek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall r ot 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 ANSVTPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Oty Ply J35278 GHO Lot35 Murphy Residence ' T13165971 J35278 F06 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed "D / uu:bb:14 2u1 t1 rage 1 I D:YPzWChtsRb_ci4 Mj?fN N qlz Fu bc-iN Pch Crg90 Ve3OyMZdq Wkzs96p8pFp9j3AGaL3znZ W R -1-0-0 4-4-0 8-4-0 12-4-0 1-0-0 44-0 4-0-0 4-M 3x4 i Scale = 1:27.3 1x4 II 5x8 = 3x6 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 TCDL 15.0 Lumber DOL 1.25 BC 0.25 BCLL 0.0 Rep Stress Incr YES WB 0.48 BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 6=545/Mechanical, 2=626/0-8-0 Max Horz 2=273(LC 8) Max Uplift 6=-473(LC 8), 2=-474(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-855/587, 3-4=672/465, 4-5=-8121583, 5-6=500/406 BOT CHORD 2-8=-672/727, 7-8=-682/734 WEBS 4-7=-607/395, 5-7=800/960 12-4-0 DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) 0.05 8-12 >999 240 MT20 244/190 Vert(CT) -0.05 7-8 >999 180 Horz(CT) -0.01 6 n/a n/a Weight: 67 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=473, 2=474. 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. `,`OOP's A. �. .•'�GENS'' No 39380 7lC ~ 00 F : It 11 Thomas A. Alban[ PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall {� A�• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I V' iTe k' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence T13165972 J35278 F07G ROOF SPECIAL GIRDER 1 1 Job Reference o tional n 1in = c— 1 r 91)17 MiTpk Industries_ Inc. Wed Feb 7 09:55:15 2018 Paqe 1 East Coast Truss, Ft. Fierce, FL satJg0 1-0-0 2-4-0 4-0-0 2-104 3-1-12 3x4 11 Scale=1:27.3 1x4 II 3X4 = _... .... 3x4 = 2.4.0 6-4-0 9-z-4 12-4-0 2 4-0 4-0-0 2-10 4 3-1-12 Plate Offsets X Y — 11:0-240-0-8 3:0-5-4 0-2-0 LOADING (psf) SPACING- 2-0-0 CSI. 0.60 DEFL. in Vert(LL) 0.16 (loc) I/deft L/d 6-8 >917 240 PLATES GRIP MT20 244/190 TCLL 20.0 Plate Grip DOL 1.25 TC TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.14 6-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.39 Horz(CT) -0.03 6 n/a n/a Weight: 64 lb FT = 20% BCDL 10.0 Code FBC2017lrP12014 Matrix -MS LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins, TOP CHORD 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-7 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-6 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=576/Mechanical, 2=727/0-8-0 Max Horz 2=274(LC 8) Max Uplift 6=485(1_C 8), 2=-490(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11941724, 3-4=1563/1057 BOT CHORD 2-9=-811/1043, 8-9=821/1063, 6-8=-1212/1570 WEBS 3-8=-475/524, 4-6=-1570/1208 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is ,` �� �p g 'A the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. the bottom in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Q I ���,``� •'��G E N 8 •' ��i �i '� �' �••'• 5)' This truss has been designed for a live load of 20.Opsf on chord will fit between the bottom chord and any other members. No 39380 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=485, 2=490. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 71 lb up at ' 2-4-0, and 98 lb down and 64 lb up at 4-4-12, and 34 lb down and 85 lb up at 6-4-0 on top chord, and 255 lb down and 21 lb up at 3 lb 4-4-12, and 15 lb down at 6-4-12 on bottom chord. The design/selection of such connection i O 2-4-0, and 65 lb down and up at device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). i ij�s •' • •� R . •'' ��.*14 LOAD CASE(S) Standard N A, �?�� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Thomas A. PE 60 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-5=-70, 6-11=-20 Inc. F rt 663 d.T 6634 Mrrek USA, Inc. Blvd. 6904 Parke East Blvd. Tampa FL 33610 Concentrated Loads (lb) Vert: 3=-1(F) 4=2(1`) 9=11Off) 8=-1(F) 15=-1(F) 16=-16(F) Date: February 7,2018 WARNING . Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® 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 uilding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. r bAdditional 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 ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job I Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence T13165973 J35278 G01 HALF HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:55:15 2018 Page 1 ID:YPzWChtsRb_ci4Mj?fNNgizFubc-AZz?uYsSwidVhAXZ6LLIGAPJaDSr N_slq?7tVznZWQ i -1-0.0 i 1-4.0 3.10.4 i 6-6-0 i 1-0-0 1-0-0 2-6-4 2-7-12 4x4 = 3x4 = 1x4 II 1x4 II 0 0 N Scale = 1:23.7 -0-0 -0 -8-6 0 6-0-0 1-0-0 -4-00-4-6 F3 2-1-12 2-7-12 •' Plate Offsets (X,Y)— 11:0-2-4.0-0-81 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 0.26 Vert(LL) -0.01 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.02 6-7 >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 FBC2017rrPI2014 Matrix -AS Weight: 45 lb FT = 20% 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 JOINTS 1 Brace at Jt(s): 7 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=182/Mechanical, 8=464/0-8-0 Max Horz 8=154(LC 8) Max Uplift 6=-96(LC 5), 8=267(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-8=278/191 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase sizes to account for these factors. plate 5) This truss has been designed for 10.0 bottom live load live loads. ,,`I�111 A. I� a psf chord nonconcurrent with any other 6) `This truss has been designed for live load 20.Opsf the bottom in 3-6-0 by 0 S a of on chord all areas where a rectangle tall 2-0-0 wide will fit between the bottom chord `,% E N S • •. i and any other members. �� F �/ �� 7) Refer to girder(s) for truss to truss connections. �� ••• • 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except at=lb) No 39380 • 8=267. 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. bill Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the piTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence T13165974 J35278 r G02G HIP GIRDER 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 0. wv b DUP Ia cu I r IVII I — II IUU-11—, II P . vvcU 1 u , ID:YPzWChtsRb ci4Mj?fNNgjzFubo-elXN5us4g01MIK6lg2s_pOxQCdrQjo?OXUIgPxznZWP 1-0-0 1-4 0 2-M 6-6-0 1-0-0 1-4-0 0-8-0 4-0-0 Scale = 1:18.5 4x4 = 6x6 = 1-0-0 1-4-0 1-8-8 -0-0 6.6-0 1-0-0 0,-0 0� 8 3 8 4-0-0 Plate Offsets (X,Y)— fl:0-2 4 0-0 81f7'0 2 4 0 2-Ol f7'0-1-8 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 TCDL 15.0 Lumber DOL 1.25 BC 0.18 BCLL 0.0 Rep Stress Incr NO WB 0.14 BCDL 10.0 Code FBC20171TPI2014 Matrix -MP DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.01 6-7 >999 240 MT20 2441190 Vert(CT) -0.02 6-7 >999 180 Horz(CT) 0.00 5 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=29/Mechanical, 7=812/0-8-0, 5=64/Mechanical Max Harz 7=102(LC 8) Max Uplift 7=-562(LC 8), 5=-87(LC 5) Max Grav 6=65(LC 3), 7=812(LC 1), 5=110(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-341/364, 3-4=-327/350, 4-5=-309/353 BOT CHORD 2-8=308/377, 7-8=-308/377 WEBS 4-7=-325/253, 5-7=-364/319 Weight: 44 lb FT = 20% Structural wood sheathing directly applied or 6-6-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) All plates are 1x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any -other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 7=562. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 11) Hanger(s) or other connection device(s) shall,be provided sufficient to support concentrated load(s) 273 lb down and 268 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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=70, 4-5=-70, 6-12=-20 PS , A ♦��, •j`� C E N No 39380 O R ` V N " 0NAII11 Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with 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 �-�•YYi building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MireW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BC81 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 J35278 GHO Lot 35 Murphy Residence Job r T13165974 J35278 G02G HIP GIRDER 2 Job Reference o tional c OnA7 KAirab Inrl„efrioc Ine Wad Fah 7 n9.55.1R 2n1R Pane 2 East Coast Truss, Ft. Pierce, FL 3494b LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-258(B) ID:YPzWChtsRb ci4Mj?fNNgjzFubc-elXN5us4g01MIK6lg2s—pOxQCdrQjo?OXUIgPxznZWP ® WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qly Ply J35276 GHO Lot 35 Murphy Residence T13165975 r J35278 H01 MONOPITCH 5 1 Job Re/erence o tional no 55•17 9018 Pe o 1 East Coast Truss, Ft. Pierce, FL 34946 o. rou s acP w — a w° , ON ,,,..US .". , .. I D:YPzW ChtsRb_ci4Mj 7fN N gjzFubc-6y41J Eti RJtDwTh xE mOD MbUcT17a S HM91BU EyOznZWO 1-0-0 . 6-0-0 2x3 11 3x3 = 2x3 I I 6-0-0 Scale = 1:21.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.16 4-8 >439 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.13 4-8 >552 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a Weight: 26 Ib FT = 20% BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=257/0-8-0, 2=34510-8-0 Max Horz 2=208(LC 8) Max Uplift 4=244(LC 8), 2=-248(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 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 capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 4=244, 2=248. 6) 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. ``,`,1111A. 1111►/j�,, No 39380 :•/Ji Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35278 GHO Lot 35 Murphy Residence T13165976 J3527B MV2 VALLEY 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x3 i 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 7 09:55:17 2018 Page 1 ID:YPzWChtsRb_cj4Mj?fNNgjzFubc-6y41JEtiRJtDwThxEmODMbUjG1 CzSHM918UEyOznZWO 2-0-0 r 2-0-0 Scale = 1:7.8 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 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 5 lb FT = 20% 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=62/2-0-0, 2=4812-0-0. 3=14/2-0-0 Max Horz 1=39(LC 8) Max Uplift 1=12(LC 8), 2=36(LC 8) Max Grav 1=62(LC 1), 2=53(LC 13), 3=28(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) 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 ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. %%%`p S, A'�q��'�i, j No 39380 r r r � r R P'�• ��� 1111110 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ®WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. �e 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 �-q�.YY 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 ANSITPII 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 East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MTek Industries, Inc. Wed Feb 7 09:55:18 2018 Page 1 I D:YPzWChlsRb_ci4Mj?fNNgjzFubc-a8e7WauLCd?4YdG8oTvSup1 pPRVVBkcJ_oEnUgznZWN 2x3 i LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 TCDL 15.0 Lumber DOL 1.25 BC 0.21 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rrP12014 Matrix-P 4-0-0 2x3 II 2 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a 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=146/4-0-0, 3=146/4-0-0 Max Horz 1=90(LC 8) Max Uplift 1=-29(LC 8). 3=-74(LC 8) Max Grav 1=146(LC 1), 3=156(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale = 1:12.8 Weight: 14 lb FT = 20% 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=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. �`�,O�PS A. 44e �,I. No 39380 ` * r < O R � O S/0NM-E ���nnlll►1``` Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 7,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall �r Ir�• building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` I s always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols I Numbering System ® General Safety Notes 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. 0 -�I For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. " Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 BOTTOM CHORDS 8 7 3 6 5 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 p bracing should be considered. O 3. Never exceed the design loading shown and never = stack materials on inadequately braced trusses. U oO 4. Provide copies of this truss design to the building F- designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 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 MiTek MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIf rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specked. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or 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 ANSIrrPI 1 Quality Criteria.