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Home My WebLink AboutTRUSS0 Lumber des ese truss SCANNED BY St Lucie County RE: J35975 - Peters Residence K Me information: Customer Info: Phoenix Reality Homes Project Lot/Block: 20 Subdi ` Address: Lot #20 Diamond Sands City: Jensen Beach State: Name Address and License # of Structural Engi Name: Address: City: values are in accordance with ANSI/TPI 1 section 6.3 ;igr EI.VED s established by others. MAY 2 9 2018 P@rm Peters Residence Model Diamond Sands MiTek USA, Inc. 69r0�4pParke East Blvd. CusiOtal'i FL 33610�115 of Record, If there is one, for the building. cerise #: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 V11ind Speed: 170 mph Roof Load: 55.0 psf F�oor Load: N/A psf This package includes 80 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# Truss Name J Date No. Seal# Truss Name I Date 1 IT14058080 A01G 5/16/18 18 1 T14058097 1 Al 5/16/18 12 I T14058081 I A02 15/16/18 119 I T14058098 I A21 15/16/18 I 13 I T14058082 I A03 15/10/18 120 I T14058099 I A22 15/16/18 I 14 I T14058083 I A04 I'S/16/18 121 I T14058100 I B01 G 15/16/18 I 15 I T14058084 I A05 15/16/18 122 I T14058101 I B02 15/16/18 I 16 I T14058085 I A06 15/16/18 123 I T14058102 I B03 15/16/18 I 17 I T14058086 I A07 15/16/18 124 I T14058103 I B04 15/16/18 I 18 I T14058087 I A08 15/16/18 125 I T14058104 I B05 15/16/18 I 19 IT14058088 IA09 15/16/18 126 1T14058105 I B06 15/16/18 I 110 I T14058089 I A11 15/16/18 127 I T14058106 I B07 15/16/18 I Ill IT14058090IA12 15/16118 128 IT14058107IC01G 15/16/18 I 112 I T14058091 I A13 15/16/18 129 I T14058108 I CO2 15/16/18 I 113 IT140580921A14 I5/16/18 130 IT14058109ID01G I5/16/18 I 114 I T14058093 I A15 15/16/18 131 I T14058110 I D02 15/16/18 I 115 IT14058094IA16 15/16/18 132 IT14058111 IE01G 15/16/18 I 116 IT14058095 I A17 15/16/18 � 133 I T14058112 I E02 15/16/18 117 IT14058096IA18 15/16/18 134 1T140581131E03 15/16/18 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Finn, Walter ' My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. May 16.20I S Finn, Walter File COW A RE: J35975 -Peters Residence Site Information: Customer Info: Phoenix Reality Homes Lot/Block: 20 Address: Lot #20 Diamond Sands City: Jensen Beach Project Name: Peters Residence Model: Custom Subdivision: Diamond Sands State: (Florida No. 1Seal# Truss Name Date No. Seal# I Truss Name I Date 35 IT14058114 I E04 5/16/18 78 IT14058157 1ZHJ6 5/16/18 136 I T14058115 I E05 15/16/18 179 I T14058158 I ZHJ7 15/16/18 I 137 IT14058116 I E06 15/16/18 180 I T14058159 I ZHJ7C 15/16/18 I 138 IT14058117 I E07G 15/16/18 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 139 I T14058118 I F01 15/16/18 140 IT14058119 I F02 15/16/18 141 IT14058120 I F03 15/16/18 142 IT14058121 I F04 15/16/18 143 I T14058122 I G01 G 15/16/18 144 IT14058123 I G02 15/16/18 145 IT14058124 I G03 15/16/18 146 IT14058125 I G04 15/16/18 147 IT14058126 I G05 15/16/18 148 IT14058127 I G06 15/16/18 149 IT14058128 I G07 15/16/18 150 IT14058129 I G08 15/16/18 151 IT14058130 I G09 15/16/18 152 IT14058131 I G10 15/16/18 153 IT14058132 I G11 15/16/18 154 IT14058133 I G12 15/16/18 155 IT14058134 I G13 15/16/18 156 IT14058135 I G14 15/16/18 157 IT14058136 I K01 15/16/18 158 IT14058137 I K02G 15/16/18 159 IT14058138IM01G 15/16/18 160 IT14058139 I MAGT01 15/16/18 161 IT14058140 I MAGT02 15/16/18 162 IT14058141 I MG01 15/16/18 163 IT14058142 I MV2 15/16/18 164 IT14058143 I MV4 15/16/18 165 IT14058144 I MV6 15/16/18 166 IT14058145 I MV8 15/16/18 167 IT14058146 I V24 15/16/18 168 IT14058147 I ZCJ1 15/16/18 169 IT14058148IZCJ1B 15/16/18 170 IT14058149 I ZCJ2 15/16/18 171 IT14058150 I ZCJ2A 15/16/18 172 I T14058151 I ZCJ3 15/16/18 173 IT14058152 I ZCJ5 15/16/18 174 IT14058153 I ZCJ7B 15/16/18 175 IT14058154 I ZEJ7 15/16/18 176 IT14058155 I ZEJ7A 15/16/18 177 IT14058156 I ZERD 15/16/18 2 of 2 Job 1 Truss Truss Type Qty Ply Peters Residence T14058080 J35975 A01 G ROOF SPECIAL GIRDER 1 1 Job Reference (optional) East Coast I russ, Ft. Fierce, FL 34948 8.210 s Feb 12 201B Mi I eK Industries, Inc. vvea May 16 ut:z t:zz 2u18 i I D:OuxrOcc59m8lpZnORHtUNVzGFvD-9yWgbiVfXU5dCohOTIY1 CEpTFVJCxdI?NZga?i 154-11 19-0-11 i 22-2-5 1 25-7-7 4-6-12 4-1-15 1 3-4-0 I' 3-4-0 3-5-0 3-1-10 3-5-2 I 08 = - 1x4 II 3 4 . 6.00 12 18 17 m 3x8 v 16 2 1 'nl I cs • 22 11 i0 12 HUS26 3x10 II Bx8 = 7x8 = 3x4 = HUS26 4x4 = 19 4x6 = 6 9 5x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.16 9-10 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.79 Vert(CT) -0.24 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 1-3: 2x4 SP 285OF 1.8E, 6-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 1-10: 2x6 SP No.2 WEBS WEBS 2x4 SP No.3 `Except' 2-11: 2x4 SP No.2, 2-12: 2x6 SP No.2 REACTIONS. (lb/size) 8=1862/Mechanical, 12=3141/0-8-0 Max Horz 12=640(LC 5) Max Uplift 8=-1373(LC 5), 12=-2322(LC 4) Max Grav 8=2099(LC 19), 12=3362(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. ) TOP CHORD 1-2=-649/169, 2-3=-4319/2527, 3-4=3599/2200, 4-5=-3610/2207, 5-6=-1891/1125, 6-7=-168811117, 7-8=-1983/1382 BOT CHORD 1-12=-87/544, 11-12=-727/695, 10-11=-264313912, 9-10=-2111/3186 WEBS 2-11=-1930/3220,3-11=-1217/1793,3-10=-1006/853,4-10=-324/278,5-10=-527/798, 5-9=2323/1536, 6-9=-1801422, 7-9=1559/2356, 2-12=-2961/2014 2021 23 Scale = 1:47.3 4x4 = 7 8 4x6 II PLATES GRIP MT20 244/190 Weight: 167 lb FT = 0% Structural wood sheathing directly applied or 2-11-10 oc purlins, except end verticals. Rigid ceiling directly applied or 4-0-12 oc bracing. 1 Row at midpt 7-8. 2-11, 5-9, 7-9 JOTES- TJ Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL 3.Opsf; h=30ft; Cat, 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-8-11, Exterior(2) 8-8-11 to 11-8-11, Interior(1) 15-4-11 to 25-5-11; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 Qt=lb) 8=1373,12=2322. 9) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 7-0-12 from the left end to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong -Tie HUS26 (14-1Od Girder, 6-1 Od Truss, Single Ply Girder) or equivalent at 8-7-4 from the left end to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 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 ER P- i No 22839 S s.(OR�OP��,: f &IO N Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 —in on ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and, is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 Truss Truss Type Qty Ply Peters Residence T14058080 J35975 A01 G ROOF SPECIAL GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:27:22 2018 Page 2 ID:OuxrOcc59m8lpZnORHtUNVzGFvD-9yWgbiVfXU5dCohOTIY 1 CEpTFVJCxdl?NZga?izG??J LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-5=-90, 5-6=-90, 6-7=-90, 8-13=-20 Concentrated Loads (lb) Vert: 11=-1957(F) 22=-244(F) .r Y n ®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 I IV I truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall H11- 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.I For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Peters Residence T14058081 J35975 A02 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 1 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:27:23 2018 Page 1 I D:O uxrOcc59m8l pZnO R HtU NVzGFvD-d 842p2 V H In DU gyGCOS3GIS M h5vi Bg508 cCZ8X8zG?? I 5-7-11 10-10-8 17-6-8 21-2-8 25-7-7 5-7-11 5-2-13 6-8-0 3-8-0 4-4-15 4x8 M18SHS = 1 i I 4 6.00 12 18 4x6 3 1x4 II 17 44 = Scale: 1/4"=l' 3x4 = 6 21 22 7 4x6 = 20 19 l 1' o ,13 10 12 11 9 8 5x5 = 3x4 = 3x4 = 3x4 = 3x8 = US II 3x4 = -0:0 2 4- 10- 0- 1 -6-8 2 -2-8 2 0 0 4 8-6 8 6-8-0 3-8-0 44-15 Plate Offsets (X Y) 14:0 5 4 0 2 O1 113:0-2-8 0-2-121 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.11 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.61 Vert(CT) -0.23 12-13 >999 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix -AS Weight: 166 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2. BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-8, 4-11, 5-9, 7-9 REACTIONS. (lb/size) 8=1260/Mechanical, 13=1542/0-8-0 I Max Horz 13=733(LC 5) Max Uplift 8=-1049(LC 5), 13=-1236(LC 4) Max Grav 8=1441(LC 9), 13=1682(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-448/137, 2-3=-261/158, 3-4=-1650/897, 4-5=-13481789, 5-6=-800/454, 6-7=-676/493, 7-8=-1395/1051 1 BOT CHORD 1-13=-93/440, 12-13=-1242/1476, 11-12=-1150/1504, 9-11=-997/14011 WEBS 4-12=0/258, 5-9=-1281/886, 7-9=-995/1366, 3-13=-1798/1182, 2-13=-297/387 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-10-8, Exterior(2) 10-10-8 to 13-10-8, Interior(1) 17-6-8 to 25-5-11; r. cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. f6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent witli 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) 8=1049,13=1236. 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. ♦♦♦♦ -� eR P. ♦♦ �. 'DENS• No 22839 TE OF i Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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 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 buality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 i ' I Job Truss Truss Type City Ply Peters Residence > T14058082 J35975 A03 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34948 6-7-11 6.o0 12 3x4 3 13 12 3x4 = 3x6 II 04 = a.z iu s reu IG Gu 10 IVII I eR n1UU3111e5, n10. vvCu IVldy 10 V LL LLY LV 10 rdy0 I 5-3-4 6-8-0 4x8 M18SHS = 4 i 19 18 11 21 3x4 = 3-8-0 2-4-15 ' 5x5 = 2x4 11 Scale = 1:52.8 6 7 5x5 = 20 10 9 22 3x4 = 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.07 11 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.43 Vert(CT) -0.12 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 8=1260/Mechanical, 13=1542/0-8-0 Max Horz 13=819(LC 5) Max Uplift 8=-1079(LC 5), 13=-1190(LC 4) Max Grav 8=1579(LC 9), 13=1725(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-371/129, 2-3=-1796/781, 3-4=-1582/786, 4-5=-1048/518, 5-6=-1311/736 BOT CHORD 1-13=-41/352, 12-13=-533/325, 11-12=-1290/1714, 10-11=-104711443, 8-10=-276/382 WEBS 3-12=-273/230, 3-11=-345/304, 4-11 =-1 49/388, 4-10=-478/453, 5-1 0=-1 112/759, 2-12=-779/1531, 2-13=-1627/1061, 6-8=-1430/1052, 6-10=-1136118101 23 8 5x5 = PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 173 lb FT = 0% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 7-8, 4-10, 6-8, 6-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL,L.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-10-8, Exterior(2) 12-10-8 to 15-10-8, Interior(1) 19-6-8 to 23-2-8; Alk cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i)' 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=1079, 13=1190. 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. ER P �. 'DENS' • No 22839 III' i 3 S 411: i nnn Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 WARNING - Ver11y 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 ANSIITPt1 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 223.14. Tampa, FL 36610 r r Job I Truss Truss Type Qly Ply Peters Residence T14058083 J35975 A04 Roof Special 1 1 Job Reference (optional) East Coast I russ, m. merce, t-L 34`J40 ID:OuxrOcc59m8lpZnORHtUNVzGFvD-5LeQONWv35LLii r, a. aVHfu.FGj;PT6irsJh3azG??H 14- 7-7-11 1 7-2-13' 6-M 3-8-0 Scale = 1:55.8 6 4x8 M18SHS = 5x5 = 19 18 r 6.00 FIT171 3x4 % °A 0 3 3x4 16 2 1 dI 101 12 11 10 20 9 8 21 7 3x6 II 4x4 = 3x4 = 3x4 — 3x8 = 3x6 II 3x4 = i 2 0 0 2: 0 7 7 11 i 14 10.8 21 25-7-7 02 .'_0 0-4-0 5-3-11 7-2-131 611 4-0-15 Plate Offsets (X Y)14:0-5-8 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.08 8-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.52 Vert(CT) -0.17 10-11 >999 180 M18SHS 2441190 BCLL 0.0 Rep Stress Incr YES W1.00 B Horz(CT) 0.03 7 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 171 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-7. 3-10, 4-8, 6-8 REACTIONS. (lb/size) 7=1260/Mechanical, 12=1542/0-8-0 Max Horz 12=914(LC 5) Max Uplift 7=-1089(LC 5), 12=-1140(LC 4) Max Grav 7=1607(LC 9), 12=1707(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=393/161, 2-3=-1808/700, 34=-1416/592, 4-5=-661/261, 5-6=-875/435, 6-7=-1524/1088 BOT CHORD 1-12=-83/385, 11-12=-594/336, 10-11=-1327/1777, 8-10=-920/1280 WEBS 3-11=-264/231, 3-10=-574/466, 4-1 0=-1 82/498, 4-8=-854/694, 5-8=-914/622, 2-11=-754/1608,2-12=-1604/996,6-8=-1198/1857 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., cantilever left and right exposed o Lumber DOL=1r60 plate grip DOL 8 .60 Exterior(2) 14-10-8 to 17-10 8, Interior(1) 21-6-8 to 25-5-11; ♦�,,,,�1ER'P Fj 2)'Provide adequate drainage to prevent water ponding. ♦ Q• •,. • • • • • •., 3) All plates are MT20 plates unless otherwise indicated. ,,�♦ `t•••` G E N S`C '; �' i�i 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 22839 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 withstariding 100 lb uplift at joint(s) except Qt=lb) a�C� •; 7=1089, 12=1140. : T E OF 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 i 0 •.A, sheetrock be applied directly to the bottom chord. �j�'�N • (O R `Q Q;••��,� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 - Date: May 16,2018 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, andiis for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p q� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ty f 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 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 Peters Residence T14058084 J35975 A05 Roof Special ! 1 1 I Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:27:25 2018 Page 1 I D:OuxrOcc59m8lpZnORHtUNVzGFvD-ZXCpEjXXgPTC3FQa8t5kgtR2GjQM8x4R3W2EbOzG??G 5-10-11 11 4-10 16-10-8 23 6 8 25-7-7 5-10-11 5-5-14 5-5-14 6-8-0 2-0-15 4x8 M18SHS = 5 6.00 12 3x4 % 18 4 i 4x4 3 1x4 II 17 2 1 dI 13 12 20 21 11 3x4 5x5 = 3x4 — 3x4 = = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=1260/Mechanical, 13=1542/0-8-0 Max Horz 13=917(LC 5) Max Uplift 8=-1092(LC 5), 13=-1135(LC 4) Max Grav 8=1582(LC 9), 13=1741(LC 9) 3x6 - Scale = 1:56.7 5x5 = 19 LA ai 1022 9 8 3x4 = 3x8 = 3x6 II CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.63 Vert(LL) -0.09 11-12 >999 240 MT20 2441190 BC 0.50 Vert(CT) -0.17 11-12 >999 180 M18SHS 244/190 WB 0.96 Horz(CT) 0.04 8 n/a n/a Matrix -AS Weight: 182 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-8, 5-9, 6-9, 7-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown., TOP CHORD 1-2=432/164, 3-4=-1764/712, 4-5=1215/564, 5-6=-342/143, 6-7=-484I260, 7-8=-1566/1066 BOT CHORD 1-1 3=-1 15/427, 12-13=-1275/1650, 11-12=-1171/1608, 9-11=-766/108� WEBS 4-11=-768/591, 5-11=-390/813, 5-9=-1179/864, 6-9=-699/522, 7-9=-1156/1777, 3-13=-1944/943, 2-13=-332/388 1 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. Il; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 16-10-8, Exterior(2) 16-10-8 to 21-1-7, Interior(1) 23-6-8 to 25-5-11; �. cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with,any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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 Qt=lb) 8=1092,13=1135. 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. `, �-� ER 1 P , F ��i .`` • �'� SF•• No 22839 ?�:• TE OF411 0.41 SS�ONAL�o`'� 11n11111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must 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. i 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 Peters Residence T14058085 J35975 A06 Half Hip 1 1 Job Reference to tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:27:26 2018 Page 1 I D:OuxrOcc59m81 pZnO RHtU N VzGFvD-lj mB R3Y9bib3h P?nibdzM4_8?6kgtSzbl Aoo8TzG??F 6-6-11 12-8-10 18-10-8 25-7-7 6-6-11 6-1-14 6-1-14 6-8-15 48 M18SHS = 6.00 12 � 4x4 = 6 18 19 7 44 5 3x4 ! 17 14 I � 4x4 3 1x4 II 16 2 1 0 dj 12 11 20 21 10 9 22 8 5x5 = 3x4 = 3x4 = 3x6 II 3x4 = 3x8 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 Scale = 1:62.5 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TC ' 0.95 Vert(LL) -0.14 10-11 >999 240 MT20 244/190 BC 0.63 Vert(CT) -0.25 10-11 >999 180 M18SHS 2441190 WB 0.66 Horz(CT) 0.03 8 n/a n/a Matrix -AS Weight: 163 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-10, 6-10, 7-10, 3-12 2 Rows at 1 /3 pts 7-8 REACTIONS. (lb/size) 8=1260/Mechanical, 12=154210-8-0 Max Horz 12=889(LC 5) Max Uplift 8=-1086(LC 5), 12=-1122(LC 4) Max Grav 8=1628(LC 9), 12=1733(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-430/134, 3-4=1727/697, 4-6=987/475, 6-7=-827/573, 7-8=-1501/1096 BOT CHORD 1-12=-87/420, 11-12=-1264/1713, 10-11=-1063/1503 WEBS 4-11=98/338, 4-10=-963/694, 6-10=-272/388, 7-10=-1003/1444, 3-12=-1930/923, 2-12=-382/428 1 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 18-10-8, Exterior(2) 18-10-8 to 23-1-7; cantilever left and right exposed � Lumber DOL=1.60 plate grip DOL=1.60 31 Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withiany other live loads. 11) . 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. 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) 8=1086, 12=1122. 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. % ,,,,�/1111111/��,, P - ER P � � �. �GENS' • ti �. No 22839 p' OF : 4' ice•• �� 111111111,0 �� N A� 0 �% Walter P, Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ®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 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 iTeiC" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 223.14. Tampa, FL 36610 Job Truss Truss Type Qty Ply Peters Residence T14058086 J35975 A07 Half Hip 1 1 I Job Reference (optional) East Coast Truss, Ft. Fierce, Fl- 3494b r 7-2-11 7-2-11 4x4 i 3 1x4 II 2 16 1 II M i 12 10 9 3x4 = 3x4 = 3x8 = o.cwarcu is cuio rvuicn uiuuou,ca, mom. I D:OuxrOcc59m8lpZnORHtUNVzGFVD-VW KZePYnMOjwJZazFI8C1 14-0-10 20-10-8 25-7-7 6-9-14 6-9-14 4-8-15 6.0052 5x5 = 3x4 = 6 18 7 19 4x6 5 17 I 3x4 i 4 5x5 = 21 22 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.25 9-11 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.79 Vert(CT) -0.42 9-11 >668 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER- BRACING- 8 3x6 II Scale: 3/16"=l' PLATES GRIP MT20 2441190 Weight: 171 lb FT = 0% 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 4-9. 6-9, 7-9, 3-12 2 Rows at 1/3 pts 7-8 REACTIONS. (lb/size) 8=1260/Mechanical, 12=1542/0-8-0 j Max Horz 12=975(LC 5) Max Uplift 8=-1126(LC 5), 12=-1074(LC 4) Max Grav 8=1646(LC 9), 12=1724(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-425/105, 3-4=-16731587, 4-6=-744/285, 6-7=-596/411, 7-8=-1587/1127 BOT CHORD 1-12=-53/408, 11-12=-1289/1776, 9-11=984/1413 WEBS 3-11=-268/342, 4-11=-161/479, 4-9=-1163/812, 6-9=-319/436, 7-9=-1046/1519, 3-12=-1887/826, 2-12=-438/473 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL 3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 20-10-8, Exterior(2) 20-10-8 to 25-1-7; cantilever left and right exposed Lumber DOL=1.60 plate grip DOL=1.60 Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf,bottom chord live load nonconcurrent with any other live loads. 6i ' 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 at=lb) 8=1126, 12=1074. 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. ,,"01111111111 � R P. .��P•'�E►yS. No 22839 ZZ TE OF : �/' i SO N 11, A� �?�� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ®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 properly incorporate this design into the overall f��' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing t 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 , ANSIITPI1 duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 11 I zo 3x4 — Job Truss Truss Type Qty Ply Peters Residence T14058087 J35975 A08 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 a.ziu s t-en iz zults ml i eK mausmes, inc. vvea may Io 07:27:27 20 io rage i I D:OuxrOcc59m8lpZnORHtUNVzGFvD-VwKZePYnMOjwJZazFIBCvI WMY W5kctykXgXLgvzG??E 7-10-11 9-2-3 i 15-4-10 22-10.8 z4-1.8,5-7-7 i 7-10-11 1-3-7 6-2-7 7-5-14 1-30 1-5-15 / 4x8 M18SHS = 2x4 II 6.00 12 5x5 = Scale = 1:72.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip,DOL 1.25 TC 0.71 Vert(LL) -0.11 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.51 Vert(CT) -0.22 10-12 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 203 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-10, 6-10, 8-9, 2'Rows at 1/3 pts 7-9 REACTIONS. (lb/size) 14=1542/0-8-0, 9=1260/Mechanical Max Horz 14=977(LC 5) Max Uplift 14=-1065(LC 4). 9=1133(LC 5) Max Grav 14=1703(LC 9), 9=1600(LC 9) i FORCES.. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-327/35, 2-3=-1798/553, 3-4=-1372/469, 4-6=-480/175, 6-7=-358/317 BOT CHORD 1-14=0/284, 13-14=-774/532, 12-13=-1197/1754, 10-12=-857/1290 WEBS 3-12=-583/435, 4-12=-226/602, 4-10=-1354/882, 6-10=-497/593, 2-13= I461/1335, 2-14=-1612/989, 7-10=-1165/1628, 7-9=-1525/1019 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 22-10-8, Exterior(2) 22-10-8 to 24-1-8; cantilever left and right exposed Lumber DOL=1.60 plate grip DOL=1.60 3 Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 14=1065, 9=1133. 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. 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 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. except end verticals. 7-10 ,111111111111�,, ,%% PE R P. No 22839 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 Not MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Peters Residence 1 T14058088 J35975 A09 Hip 1 1 Job Reference o tional East Coast Truss, I-t. Pierce, I-L 3494b ■ 3x4 2 17 � 1 d 13 3x4 = 3x6 II 2-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 .,..r ID:OuxrOccWR ;59m8lpZnORHtUNVzGFvD-z6uxsIZP6Krnwj89p?WbwPVLJwtmUHvCLzG??D 25-7-7 23-8-0 &0-9 15-84 23-4-0 23fi�0 8-0-9 7-7-12 7-7-12 0418 1-11-7 ' 8x" = Scale = 1:73.2 6.00 12 3x4 6 7 3x4 ' 18 3x4 i 5 4 3x4 3 - 12 11 10 9 8 4x4 = 3x4 = 3x4 = 3x8 0&734 I 23-8-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0,82 Vert(LL) -0.13 9-11 >999 240 MT20 244/190 BC 0.60 Vert(CT) -0.23 9-11 >999 180 WB 0.89 Horz(CT) 0.03 8 n/a n/a Matrix -AS Weight: 186 lb FT = 0% BRACING- TOPCHORD BOTCHORD WEBS REACTIONS. (lb/size) 13=1542/0-8-0, 8=1260/Mechanical Max Horz 13=966(LC 5) Max Uplift 13=-1069(LC 4), 8=1123(LC 5) Max Grav 13=1705(LC 9), 8=1619(LC 9) • I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-381/133, 2-3=-1809/567, 3-4=-1379/450, 4-6=-433/164, 6-7=-296/214, 7-8=-1645/1093 BOT CHORD 1-13=-45/364, 12-13=-684/426, 11-12=-1233/1804, 9-11=-838/1285 WEBS 3-11=-591/454, 4-11=-174/556,4-9=-1432/926,2-12=-599/1539,2-13=-1604/943, 6-9=-340/436, 7-9=-1045/1557 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 3-11, 4-9, 6-9. 7-9 2 Rows at 1/3 pts 7-8 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 23-6-0, Exterior(2) 23-6, 0 to 25-5-11; cantilever left and right exposed ,41 Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive 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 w 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=1069,8=1123. 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. 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 Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damagel 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 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. No 22839 .�•� 6�0F i 0'. OR 0) P\Z &/0 N A11111111110 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 m� MiTek' 6904 Parke East Blvd. Tampa, FL 36610 ,Job t Truss Truss Type Qty Ply �.Peters ResidenceT14058089 J35975 All Half Hip 1 1 ob Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 0.< �� < <� „ u�.,,�,, �, •� �• -- -- •- I D:0 uxrOcc59m81 pZnO RHtU N VzGFvD-RI SJ35a2td_eYtj M NjAgJcj R Ki D4 p51 _8OS kozG??C 7�1_g 14-4-4 21-4-0 25-7-7 7-4-9 6-11-12 6-1.1-12 4-3-7 6.00 12 5x5 — 3x4 —_ Scale = 1:65.3 6 18 7 T 46 r 4X4 3 3x4 i 4 5 17 - tx4 II 16 2 1 0 12 11 19 20 10 9 21 8 5x5 = 3x4 — 3x4 = 3x8 = 3x6 II 3x4 = 2-0-0 2 0 1 -10-0 2 -4-0 2-0-0 0-4-0 9-6-0 9-6-0 Plate Offsets X Y — 5:0-3-0 Ed a 6:0-3-0 0-2-8 12:0-2-8 0-2-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.28 9-11 >990 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.83 Vert(CT) -0.46 9-11 >602 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 173 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 8=1260/Mechanical, 12=154210-8-0 Max Horz 12=994(LC 5) Max Uplift 8=-1135(LC 5), 12=-1062(LC 4) Max Grav 8=1650(LC 9), 12=1722(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-424/97, 3-4=-1657/560, 4-6=-687/240, 6-7=-542/373, 7-8=-1611"/l l33 BOT CHORD 1-12=-44/405, 11-12=-1292/1786, 9-11=-964/1389 WEBS 3-11=-298/365, 4-11=-176/510, 4-9=-1205/837, 6-9=-335/453, 7-9=-1064/1549, 3-12=-1872/802, 2-12=-451/483 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 4-9, 6-9, 7-9, 3-12 2 Rows at 1/3 pts 7-8 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.0psf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 21-4-0, Exterior(2) 21-4-Ojto 25-5-11; cantilever left and right exposed .Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I a ` This truss has been designed fqr a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) 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=lb) 8=1135, 12=1062. 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. ER ,P �\ G E N' No 22839 r � p0;• is A F •:�� i 1 ��'�S•� G R\QP��,: Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 1 V I 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 Truss Truss Type Qty Ply Peters Residence T14058090 J35975 Al2 Half Hip Job Reference o tional East Coast Truss, H. Pierce, I-L 349415 �.� _� �� •,��•,°•�� ..,..r ,� �• ,� a� ID:OuxrOcc59m8lpZnORHtUNVzGFvD-wU?iHRbgex6VA1IYxQhvXw8rVk4OpG?ADom?HEzG??B 6-8-9 13-04 194-0 25-7-7 6-6-9 6-3-12 6-3-12 6-3-7 4x8 M18SHS = Scale = 1:64.7 6.00 12 4x4 = 6 18 19 7 4x4 5 17/ 4x4 3 I tx4 II 2 16 1 0 �I •12 11 20 21 109 22 8 5x5 = 3x4 = 3x4 = 3x6 II 3x4 = 3x8 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017frP12014 CSI. TC 0.85 BC 0.67 WB 0.66 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d -0.16 10-11 >999 240 -0.28 10-11 >999 180 0.03 8 n/a n/a PLATES MT20 M18SHS Weight: 165 lb GRIP 244/190 244/190 FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-10, 6-10, 7-10, 3-12 2 Rows at 1/3 pts 7-8 REACTIONS. (lb/size) 8=1260/Mechanical, 12=1542/0-8-0 Max Horz 12=908(LC 5) Max Uplift 8=-1095(LC 5), 12=-1111(LC 4) Max Grav 8=1632(LC 9), 12=1732(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-429/128, 3-4=-1717/673, 4-6=-933/433, 6-7=-775/536, 7-8=-1519 1103 BOT CHORD 1-12=-80/418, 11-12=-1272/1730, 10-11=-1046/1485 WEBS 3-11=-170/265, 4-11=-112/371, 4-10=-1011/722, 6-10=-280/396, 7-10=i 1009/1454, 3-12=-1923/902, 2-12=-394/438 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., Exterior(2) 19-4-0 to 23-6-15; cantilever left and right exposed �l/��' GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1)3-0-0 to 19-4-0, P �'0 Lumber DOL=1.60 plate grip DOL=1.60 t) ,`�� ER R� �I Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. �� P.•• G E N ••'•�/�/ � , 5) Plates checked for a plus or minus 0 degree rotation about its center.'� �' �••'• �� 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with lany other live loads. '7) 3-6-0 tall by 2-0-0 No 22839 •� ` 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, with BCDL = 10.Opsf. 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) (J� � '• �F 41V� 8=1095, 12=1111. 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 �j�T� • P •• sheetrock be applied directly to the bottom chord. (O R , Q N % 1111111110 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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 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 ANSffTPl1 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 r i Job Truss Truss Type Qty Ply Peters Residence r T14058091 J35975 A13 Half Hip I 1 1 Job Reference o lional East coast 1 russ, Ft. tierce, Fl- 34V41Y o.c 1u o — is cu w ry c u ".uaww , - „o.. ,,,,oy 1....,. .... w y' I D:OuxrOcc59m8lpZnORHtUNVzGFvD-wU?iHRbgex6VA11YxQhvXw8wDk4tpDAADom?HEzG??B 6-0-9 11-8-4 17-4-0 21 4-0 25-7-7 6-0-9 5-7-12 1 5-7-12 3-11 -15 4-3-7 I . 46 = 3x4 = 2x4 11 Scale = 1:52.6 5 6 18 7 w I 6.00 12 3x4 17 � 4 i I p m 4x4 i I 3 1x4 I 16 2 1 1 d • 11 19 20 21 9 22 12 10 8 5x5 = 3x4 = 3x8 = 3x4 = 5x5 = 3x4 = 2 0-0 2,4,0 9-10-0 17-4-0 25-7-7 2-0-0 0 4-0 7 6-0 7-6-0 8-3-7 Plate Offsets (X Y)— 18:0-2-8 0-3-01 (12:0-2-8 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.18 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.67 Vert(CT) -0.29 8-10 >952 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 168 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=1260/Mechanical, 12=1542/0-8-0 Max Horz 12=822(LC 5) Max Uplift 8=-1056(LC 5), 12=-1157(LC 4) Max Grav 8=1597(LC 9), 12=1745(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown. TOP CHORD 1-2=-431/154, 3-4=-1764/771, 4-5=-11801608, 5-6=-999/677 BOT CHORD 1-12=-102/424, 11-12=-1225/1646, 10-11=-1119/1578, 8-10=-430/623 WEBS 4-10=-830/631, 6-10=-615/937, 6-8=-1422/1000, 3-12=-1937/978, 2-12: BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-8, 4-10, 5-10, 6-10, 6-8 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL j3.Opsf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-4-0, Exterior(2) 17-4-0 to 21-4-0; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ,;,) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all area where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.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 Qt=lb) 8=1056,12=1157. I 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. 1 ��3�P•'GENS. ��'�i�. No 22839 411 441 O R 'It . �0 N All E Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Iis 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 A is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the (� �riTek' 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 223;14. Tampa, FL 36610 May 16,2018 Job Truss Truss Type Qty Ply Peters Residence y T14058092 J35975 A14 Half Hip 1 1 � Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May Ili ur:2 /:31 zult1 Page 1 ID:OuxrOcc59m8lpZnORHtUNVzGFvD-OhZ4UncIPEEMnAtkU8C83Bhl37STYkOKSSVZpgzG??A 7-10-7 15_4-0 20-5-12 25-7-7 7-10-7 7-5-9 5-1-11 5-1-11 Scale = 1:53.7 4x8 M18SHS = 1x4 11 3x4 = 1 18 5 19 6 6.00 12 17 3x4 i 3x4 16 2 i 1 d •12 11 10 20 9 8 21 7 3x4 = 3x6 II 4x4 = 3x4 = 3x4 = 3x6 II 3x8 = 2-0-0 2 7- 0-7 15-0-0 20-5-12 2-0-0 0-4-0 5-6-7 7-5-9 � 5-1-11 5-1-11 Plate Offsets (X Y)-- 14:0-5-4 0-2-01 I9:0-1-12 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.08 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.52 Vert(CT) -0.19 10-11 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 166 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-7. 3-10, 4-8, 6-8 REACTIONS. (lb/size) 7=1260/Mechanical, 12=1542/0-8-0 Max Horz 12=736(LC 5) Max Uplift 7=-1020(LC 5). 12=-1202(LC 4) Max Grav 7=1558(LC 9), 12=1719(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-387/158, 2-3=-1847/853, 3-4=-1392/732, 4-5=-806/535, 5-6=-806/535, 6-7=-1454/1027 BOT CHORD 1-12=-77/378, 11-12=-417/270, 10-11=-1285/1754, 8-10=-837/1189 WEBS 3-11=-240/258, 3-10=-650/512, 4-10=-207/500, 4-8=-695/548, 5-8=-522/440, 6-8=-974/1466, 2-11=-891/1630, 2-12=-1619/1059 NOTES- 1) Unbalanced roof live loads have been considered for this design. 1; Exp .) Cpii—O.S18EC-C Exterior(2) 00-0-0 t 3-0-0, lnterior(l) 3-0-0 o15-4-0, Exterior(2)B 5-4--0 to 19-6-15; cantilever ileft aOndright exposed ; �� -, eR P Lumber DOL=1.60 plate grip DOL=1.60 ....... N 3 •�/1/,f.�I� 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. �� '• �•••• 5) Plates checked for a plus or minus 0 degree rotation about its center. No 22839 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 area's 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) •, ' E O F 4U 7=1020, 12=1202. i O ' ✓ 4/ 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum ,le •�( O f3 4 p Q:• ,�� sheetrock be applied directly to the bottom chord. 4* tS •• �?,� !,S1ON A� E?�� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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 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 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 a ob t Truss 35975 A15 East Coast Truss, Ft. Pierce, FL 34946 6-10-7 6-10-7 6.00 12 3x4 g16 2 �� 1 u'1 o 12 3x4 = 3x6 11 s Type Qty Ply Peters Residence T14058093 Hip 1 - 1 Job Reference (optional) 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:27:32 2018 Page 1 I D:OuxrOcc59m8lpZnORHtUNVzGFvD-st7Si6cwAYMDPKSx2rjNcLEGNXgeHBOTh6F6L6zG??9 13-4-0 19-5-12 25-7-7 3 5-6-0 6-1-12 6-1-12 14x8 = Scale=1:45.3 lx4 II 4x4 = 4 18 5 19 6 � a _ 3x4 i 17 3 10 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.57 TCDL 15.0 Lumber DOL 1.33 BC 0.40 BCLL 0.0 Rep Stress Incr YES WB 0.60 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- REACTIONS. (lb/size) 7=1260/Mechanical, 12=1542/0-8-0 Max Horz 12=650(LC 5) Max Uplift 7=-986(LC 5), 12=-1244(LC 4) Max Grav 7=1539(LC 9), 12=1731(LC 9) I FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=363/123, 2-3=-1822/907, 3-4=-15561892, 4-5=-1055/686, 5-6=-1055/68 6-7=-1423/995 BOT CHORD 1-12=-34/343, 11-12=-368/267, 10-11=-1233/1684, 9-10=-939/1353 WEBS 3-11=-254/250, 3-10=-417/366, 4-1 0=-1 861428, 4-9=-444l377, 5-9=-680�556 6-9=-1015/1559,2-11=-887/1538,2-12=-1632/1117 20 9 8 21 3x4 = 3x8 = 7 3x6 11 DEFL. in (loc) I/defl Lid PLATES GRIP Vert(LL) -0.06 9-10 >999 240 MT20 244/190 Vert(CT) -0.11 9-10 >999 180 Horz(CT) 0.02 7 n/a n!a Weight: 158 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-7, 4-9, 6-9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior()) 3-0-0 to 13-4-0, Exterior(2) 13-4-0'to 17-6-15; cantilever left and right exposed Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5, This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 Qt=lb) 7=986, 12=1244, 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. P�-� ER P- EN3' No 22839 E OF :41/Z i Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and 'is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 pqq IYI 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 1 , Job Truss Truss Type I I Qty Ply Peters Residence t T14058094 J35975 A16 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:27:33 2018 Page 1 ID:OuxrOcc59m8lpZnORHtUNVzGFvD-K3hgvSdYxsU31 U17cZFc8ZmRHxAcOg2dvm_ftZzG??8 6-4-7 7-10-0 1.2-4-0 13-4-0 195-11 25-7-7 6-4-7 1-5-9 4-6-0 1 1-0-0 6-1-12 6-1-12 I Scale = 1:45.4 41.6 = I 1x4 II 4x4 = 4 4x8 = 5 6 19 7 6.00 12 18 1x4 II I 3 I 0 0 3x4 i 17 2 Lh d r13 10. 9 12 11 8 3x4 = 3x6 II 48 = 3x4 = 3x4 = 3x6 II 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.07 11-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.42 Vert(CT) -0.11 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 162 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No 3 WEBS 1 Row at midpt 7-8, 5-10, 7-10 REACTIONS. (lb/size) 8=1260/Mechanical, 13=1542/0-8-0 Max Horz 13=542(LC 5) ' Max Uplift 8=-938(LC 5), 13=-1258(LC 4) Max Grav 8=1415(LC 9), 13=1699(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-354/122, 2-3=-1773/905,3-4=-1841/1159, 4-5=-1682/1115,5-6=-11169/759, 6-7=-1169/769,7-8=-1356/947 BOT CHORD 1-13=-31/331, 12-13=-281/239, 11-12=-913/1332, 10-11=-983/1473 WEBS 3-12=-591/510, 4-12=-331/446, 4-11=-521/890, 5-11=-755/539, 5-10=-418/308, 6-10=-698/554,7-10=-1031/1590,2-12=-855/1471,2-13=-1608/1136 I NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Ops1; BCDL=3.0psf; h=30ft; Cat. Il; Exp D; Encl., #GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-4-0, Exterior(2) 12-4-01to 13-4-0; cantilever left and right exposed / Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 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 withstaAng 100 lb uplift at joint(s) except Qt=lb) 8=938, 13=1258. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. ,,{{{IIIIIl1j4.* P�-(eR P. ,%>,i GEAl, • 1/ �i� 141% No 22839 ��• •�4(/ i N Walter P, Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with 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 T� MiTek' IYI building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i pek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ., fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 0 Truss Truss Type Qty Ply Peters Residence T14058095 J35975 A17 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MI I eK Industries, Inc. Wed May tb 07:27:36 zuld rage t ID:OuxrOcc59m8lpZnORHtUNVzGFvD-K3hgvSdYxsU31 U 1 7cZFc8ZmRBxAOaWdvm_ftZzG??8 6-4-7 12-4-0 1 17-3-10 22-6-12 6-0-7 5-11-9 4-11-102 5-3-2 Scale = 1:43.1 4x6 = 1 4 6.00 12 18 4x4 19 4x4 5 6x8 = 4x10 M18SHS = 1x4 II 17 6 2 1 • o 16 N o r e 10 20 21 9 8 7 11 3x4 = 3x4 = 3x4 = 4x4 = 3x4 = 5x5 = 2-0-0 2- 8-11-12 5-7-8 22-6- 2 2-0-0 0-4- 6-7-12 6-7-12 6-11-A Plate Offsets (X Y) I1'0 0 7 0 0 51 I6.0 6-12 Edgel I11:0-2-8 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.08 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.41 Vert(CT) -0.14 9-10 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.03 16 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 124 lb FT = 0% -LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x8 SP No.2 REACTIONS. (lb/size) 11=1368/0-8-0, 16=1031/0-6-12 Max Horz 11=175(LC 5) Max Uplift 11=-1245(LC 4), 16=-629(LC 5) Max Grav 11=1577(LC 9), 16=1227(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-434/180, 3-4=-1519/868, 4-5=-1552/948. 5-6=-658/405, 7-12=-325/747, 6-12=-325/747 BOT CHORD 1-11=-122/428, 10-11=-658/1274, 9-10=-434/999, 7-9=-649/1310 WEBS 4-1 0=-1 50/348, 4-9=-275/442, 5-9=-245/316, 3-11=-1751/1099,2-11=-342/402, 5-7=-1068/523, 6-16=-1367/712 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,`s0%11111 211 Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., ,�� DER P F �� GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-4-0, Exterior(2) 12-4-0 to 15-4-0; cantilever left and right exposed ; ,��P�,,. • //��t-�j� Lumber DOL=1.60 plate grip DOL=1.60 G E N,9 •�•. v �i 3) All plates are MT20 plates unless otherwise Indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. No 22839 ,•: 0 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) Bearing at joint(s) 16 considers parallel to grain value using ANSIlrPI 1 angle to grain formula. Building designer should verify• •� capacity of bearing surface. i T E OF 41 � 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) i •' 11=1245, 16=629. ��'�< p R \'0 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 s , • • , • ``�?,� sheetrock be applied directly to the bottom chord. Ijs�0 N AL `G`%N� �1/111111110%,* Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® 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 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.I 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 Oty Ply Peters Residence T14068096 J35975 A18 Roof Special 4 1 Job Reference (optional) e I D:OuxrOcc59m81 pZn 0 RHtU NVzGFvD-Ab25ue4p F??f9cb 1 X6Mtphu5 k2 Be KM5 klfGXgtzFxsO 2-0-0 4-0 12-4-0 17-4-0 20-8-0 z2-8-0 2-4-0 1-8-0 31-6 5-0-0 5-0-0 3-0-0 2-0-0 6.00 12 22 3x4 3 4x4 = 23 3x4 5 Scale = 1:44.2 3x4 i 3x8 21 6 2 I 1 I I� � I � 0 1x4 II 12 11 10 1140 14 4x4 = •15r 3x8 = 4x4 = 8 r 7e 3x6 = 3x6 II 1x4 II 1x4 11 US = 3x4 = 3xs II 2-0-0 4-0-0 7-4-0 2 -0 1 -0 20-8-0 22-8-0 4- 1-8-0 3-4-0 5-0-0 2-0-0 00 5-0-0 3�4-0 2-0-0 Plate Offsets (X Y)— 17:0-3-5 0-1-71 18.0-2-2 0-1-141 113:0-3-0 0-0-61 114:0-240-0-91 115:0-3-4 0-1-81 116:0-1-15 0-1-111 117:0-1-15 0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.05 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(CT) -0.09 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 129 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 14-16,8-17: 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 *Except* be installed during truss erection, in accordance with Stabilizer 6-7: 2x6 SP No.2 inguide. REACTIONS. (lb/size) 7=1126/0-8-0, 15=1411/0-8-0 Max Horz 15=149(LC 5) Max Uplift 7=-650(LC 5), 15=-1241(LC 4) Max Grav 7=1294(LC 9), 15=1585(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-404/171, 2-21=-1754/846, 3-21=-1671/882, 3-22=-1404/848, 4-22=-1317/872, 4-23=-1317/883, 5-23=-1406/847, 5-6=-1823/972, 7-9=-1258/660, 6-9=-1199/669 BOT CHORD 1-15=-78/372, 12-13=-128/455, 11-12=-715/1454, 10-11=-745/1518, 9-10=-203/401 WEBS 4-11=-355/671, 13-15=-1536/1138, 2-13=-1493/1148, 3-11=-476/326� 2-12=-1057/1524, 5-11=-552/422, 6-10=-556/1128 NOTES- tt J111 111 111 if /11 1) Unbalanced roof live los have been consdered for this design. 2) Wind: ASCE 7-10; Vulta170mph (3 secondlgust) Vasd=132mph; TCDL=9.Opsf; BCDL=O.Opsf; h=30ft; Cat. II; Exp D; Encl., ,��`, ��ER. P GCpj=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-4-0, Exterior(2) 12-4-0 to 15-4-0; cantilever left and right exposed ; ♦�`1 v Q.•�G E /y S,'• y�i �i� Lumber DOL=1.60 plate grip DOL=1.60 ♦ •• V F•••, �� 3) Plates checked for a plus or minus 0 degree rotation about its center. No 22839 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 .: 7t ;• •: will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 650 lb uplift at joint 7 and 1241 lb uplift at 'fl joint 15. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ; O ♦♦ sheetrock be applied directly to the bottom chord. �' ��T•'• Q ;••��,♦ s • 4 0 R G ,�. LOADCASE(S) Standard ,��ONA; �� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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 �r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I 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 oftrusses and truss systems, see ANSIITPI11 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 j Qty Ply Peters Residence rlaos6os7 J35975 A19 Roof Special 2 1 Job Reference o tional 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed May 16 12:02:57 2018 Page 1 I D:OuxrOcc59 m81 pZnO RHtU N VzGFvD-yDegrd?V LLasGH Pe_3jhuj243h7 RBiCwn U gYUTzFxrC i 4 0.0 7-4-0 12-4-0 20- 17-4.0 8.0 22.4-0 i 24-B-0 0.p T 3.4-p 5-0.0 5-0-0 3-4.0 1-8-0 2-4.0 4x4 = Scale = 1:57.0 la 6.00 12 3x4 ! 26 27 � 3x4 3 5 ■ 3x4 % 3x4 28 25 6 2 1 0 7 I- 1x4 II 13 12 11 1x4 II o 0 16 15 4x4 = 3x8 = 4x4 = 9 10 8 3x6 = 3x4 = 3x6 II �I 3� II 3x4 = 1x4 II 3x6 2-0-0 2 4-0O 74-0 1z0 17-4-0 z0-- 22-0-oz o z4-8-o 2-0A 0-0- 1-8-0 3-4-0 5-0-0-4- 5A-0 3-4-0 1-8-0 042-0-0 Plate Offsets (X Y) 18.0 3 6 0 1 71 19:0 2 0 0 2 21 f15:0 2 0 0 0-61 116.0-3-6 0-1-71 f 7.0-2-0 0-1-101 118 0-2-0 0-0-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.05 12 ,>999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(CT) -0.09 12-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 134 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 15-17,9-18: 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=139010-8-0, 8=1390/0-8-0 Max Uplift 16=-1205(LC 4), 8=-1205(LC 5) Max Grav 16=1564(LC 9), 8=1564(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-389/171, 2-25=-1713/778, 3-25=-1630/814, 3-26=-1360/791, 4-26= -1272/815, 4-27=-1272/815, 5-27=-1360/791, 5-28=-1630/814, 6-28=-1713/778, 6-7=-389/171 BOT CHORD 1-16=-78/358, 13-14=-128/589, 12-13=-504/1382, 11-12=-504/1382, 10i 11=-128/589, 7-8=-78/358 WEBS 4-12=-289/628, 14-16=-1516/1107, 2-14=-1472/1117. 8-10=-1516/11071, 6-10=-1472/1117, 3-12=-479/321, 5-12=-479/321, 2-13=-1045/1506, 6-11 =-1 045/1506 I NOTES- 1) Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL 3.Opsf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-4-0, Exterior(2) 12-4-0 to 15-4-0; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withany 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 withstalj ding 1205 lb uplift at joint 16 and 1205 lb uplift at joint 8. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard ,.� ER �P ♦ `I.. ••GEN3 • ti�'�i No 22839 �: A F 4U 'v I it Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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 n, qq building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI 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 223 i 4. Tampa, FL 36610 I J Truss Truss Type Qty Ply Peters Residence yob _ T14058098 J35975 A21 Hip 1 1 Job Reference o tional ,.� i..a,,..#A— 1— IAtea nA1C m•27:36 2018 Pee 1 East Coast Truss, Ft. Fierce, FL 34946 o.c.v„ ..� ,«..,0 „ _ . ,....�.,,...., 1.— ..�� ,. , ._ -..-. .- _ _ _ _ . I D:OuxrOcc59m81pZnORHtUNVzGFvD-keNzXUfREnseuymiHhoJmBO—u84hDwR3bkDKUuzG??5 2 4-0 4-0-0 6-8-14 11-0-0 13-8-0 17-11-2 20-8-0 22-4-0 2411-0 21-0 1-8-0 2-8-14 4-3-2 2-8-0 4-3-2 2-8-14 1-8-0 2-4-0 Scale = 1:42.8 4x8 = 4x4 = . 4 5 6.00 12 I 4x6 4x6 6 . 3 o - u5 1x4 II 26 1x4 II 25 7 2 1 8 y I� d s e 1 x4 11 13 12 1 15 16 3x4 = US = 10 e9 ` 4x8 = 3x6 II 1x4 II 4x8 = 3x6 II 3x4 = 3x4 = 1x4 II -0-0 2- 4-0-0 1 -0-0 13 8-0 0-8-0 22-4-0 2 8 0 24-8-0 2-0-0 0-0- 7-0-0 2-8-0 7-0-0 1-8-0 0-0- 2-0-0 Plate Offsets (X,Y)— f4:0-5-4,0-2-0� f10 0 2 0 0 2 11 f15.0-1-15 0-0-81 f1770-2-0 0-1-141 f18:0-1-15 0-0-121 LOADING, (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid TCLL 30.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.22 13-14 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.84 Vert(CT) -0.44 13-14 >540 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.02 9 n/a n/a. BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except' BOT CHORD 15-17,10-18: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 16=1390/0-8-0, 9=1390/0-8-0 Max Horz 16=24(LC 5) Max Uplift 16=-1248(LC 4), 9=-1248(LC 5) Max Grav 16=1555(LC 9), 9=1555(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-399/178, 2-3=-434/241, 3-4=-1455/908, 4-5=-1270/923, 5-6=-1455I906, 6-7=-418/241, 7-8=-400/178 BOT CHORD 1-16=-86/370, 13-14=-655/1307, 12-13=-400/1094, 11-12=-626/1307, 8-19=-86/372 WEBS 4-13=-128/268, 5-12=-149/268, 14-16=-1504/1148, 2-14=-449/398, 9-11=-1504/1148, 7-11=-450/404, 3-13=-262/308, 6-12=-261/306, 3-14=-1745/13711 6-11�1-1745/1364 PLATES GRIP MT20 244/190 Weight: 138 lb FT = 0% Structural wood sheathing directly applied. Rigid ceiling directly applied. I NOTES- 1) Unbalanced roof live loads have been considered for this design. 21Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDLi0psf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2) 11-0-O;to 13-8-0, Interior(1) 18-0-5 to 24-8-0; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf 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. 1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstan ing 100 lb uplift at joint(s) except (jt=lb) 16=1248,9=1248. 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 I ,'0001111, 11 'CER PR4�i No 22839 411~ i �4* ORX • !! ONAC Walter P. Finn PE No.22839 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 I AWARNING - 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 p 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 9!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 ANSIRPIt 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 T14058099 J35975 A22 ]Hip 1 1 �Peters-Residence � Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 o. v .vv ov 20�.�� e „��,.�,,,�� ,,,.,.. �.. , , , ,go I D:0uxrOcc59m81pZn0RHIUNVzGFvD-nS6oNwu'=Gf3sKc22uK6g2WLOTAcpo?bT5AzFxg2 2 4-0 4-0-0 9-0-0 115-8-0 20-8-0 22-4-0 24-8-0 2-4-0 1-8-0 5-0-0 I6-8-0 5-0-0 1-8-0 2-4-0 I Scale = 1:42.1 48 M18SHS = 4x8 M18SHS = — 3 25 26 4 6.00 12 27 24 0 o 3x4 -�- 28 3x4 v 0 23 5 2 1 6 0 �} r_u io Io Io o e , 1x4 11 11 10 , 14 13 4x4 = 4x8 = 6 7 3x6 = 1x4 II 1x4 II 3x6 = 3x4 = 3x4 = 3x6 3x6 I -0-0 2 4- -0 9-0-0 15-8-0 20-8-0 22-4-0 2 8 0 24-8-0 2-0 0 0-4 1 8 0 5-0-0 6-8-0 5-0-0 1-8-0 0�- 2-0-0 Plate Offsets (X Y) 13:0 5 4 0 2 Ol f4:0-5-0 0-2-01 17:0-3-5 0-1-81 18:0-2-1 0-2-11 f13:0-2-1 0-0-81 f14:0-3-5 0-1-81 115:0-1-15 0-1-101 116:0-2-1 0-0-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.09 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.49 Vert(CT) -0.19 9-10 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 127 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied. 13-15,8-16: 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=1390/0-8-0, 7=1390/0-8-0 Max Horz 14=22(LC 5) Max Uplift 14=-1264(LC 4). 7=-1264(LC 5) Max Grav 14=1542(LC 9), 7=1542(LC 9) I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-307/89, 2-23=-1645/924, 23-24=-1564/938, 3-24=-1529/973. 3-25=-1420/1020, 25-26=-1420/1020, 4-26=-1420/1020, 4-27=-1531/973, 27-28=-1626/838, 5-28=-1648/919, 5-6=-307/88 BOT CHORD 1-14=-13/253, 11-12=-22/453, 10-11=-587/1274, 9-10=-21/418, 6-7=-1 3/254 WEBS 12-14=-1527/1191, 2-12=-1470/1207, 2-11=-947/1163, 5-10=-939/1164, 7-9=-1527/1191, 5-9=-1469/1207 NOTES- j1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCD1 L=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2) 9-0-0 to 19-10-15, Interior(1) 19-10-15 to 24-8-0; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1264 lb uplift at joint 14 and 1264 lb uplift at joint 7. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ' LOAD CASE(S) Standard A 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, an6 is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and pioperly 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. 0111111111j11,I �� ,DER P �P . cEN s No 22839 r 4U i 11111111/ Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job r Truss Truss Type City Ply Peters Residence T14058100 J35975 B01G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 a.cIv s rev IL Lv to ivii i CM1 IIIUUSOrCS, a w. v ,nay ... I oV. , ID:OuxrOcc59m8lpZnORHtUNVzGFvD-h1 UiyAhhm06M7Fv4P6gnrcTEgyvzhtrM32iQZmzG773 . e_a_n 17-11-9 21-8-0 3 8-7 3-3-9 3-10-0 3-10-0 3-3-9 3-8-7 Scale = 1:36.6 48 = s 1x4 II 4x8 = 3 21 2214 23 24 5 6.00 12 3x8 i 3x8 o o, 20 25 6 M 2 1 7 10 `h, to e eFU 26 27 9 Ls e 12 11 10 8 13 3x4 = 3x8 = 3x4 = 3x4 = 3x6 II 3x4 = 3x4 = 3x6 I 29-0 7-0-0 10-10-0 -8-0 9 -0 1 -8.0 2 -8-0 2-060-0 4-8-0 3-10-0 1 3-10-0 4-8-0 0.4- 2-0A Plate Offsets (X Y) f3:0 5 4 0 2 Ol 15:0 5-4 0 2-01 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.08 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.28 Vert(CT) 0.08 10-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(CT) -0.01 8 We n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 115 lb FT = 0% LUMBER- - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-13,6-8: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-5 oc bracing. REACTIONS. (lb/size) 13=1202/0-8-0, 8=1202/0-8-0 Max Horz 13=22(1_C 22) Max Uplift 13=-1872(LC 4). 8=-1864(LC 5), Max Grav 13=1521(LC 26), 8=1521(LC 26) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=395/163, 2-3=-1453/1680, 3-4=-1595/1948, 4-5=-1595/1948, 5-6=i 1453/1683, 6-7=-397/163 BOT CHORD 1-13=-74/371, 12-13=-74/393, 11-12=-1261/1134, 10-11=-1237/1134, 8-10=-74/374, 7-8=-74/374 WEBS 2-12=-1592/1234, 3-11=-548/481, 4-11=-596/435, 5-11=-549/481, 6-10=-1596/1234, 2-13=-1440/1720,6-8=-1440/1714 NOTES- ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18: C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-0-0, Exterior(2) 7=0-0 to 18-10-15, Interior(1) 18-10-15 to 21-8-0; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ;) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 13=1872,8=1864. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 276 lb down and 218 lb up at 7-0-0, 282 lb down and 215 lb up at 9-0-12, 277 lb down and 215 lb up at 10-10-0, arid 282 lb down and 215 lb up at 12-7-4, and 276 lb down and 218 lb up at 14-8-0 on top chord, and 37 lb down and 432 lb up at 710-0, 46 lb down and 116 lb up at 9-0-12, 46 lb down and 116 lb up at 10-10-0, and 46 lb down and 116 lb up at 12-7-4, and 37 lb down and 432 lb up at 14-7-4 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 %�,`�.� ER OP ��P•'GEN,9 �/��♦♦i No 22839 C'1 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 AWARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and, is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and properly damage. I 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 t Truss Truss Type Qty Ply Peters Residence T14058100 J35975 601 G Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 o.L lus rev iz cu 10 ivniuK l nu—j—, ni, vveu rvlay wvr.u.00 avio rayca ID:OuxrOcc59m8lpZnORHtUNVzGFvD-h1 U)yAhhm06M7Fv4P6gnrcTE9yvzhtrM32iQZmzG??3 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-90, 3-5=-90, 5-7=-90, 14-17=-20 Concentrated Loads (lb) ` Vert: 3=38(F) 5=38(F) 12=-37(F) 11=46(F) 4=38(F) 10=-37(F) 21=38(F) 24=381(F) 26=-46(F) 27=-46(F) r 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 I p� VI YTek 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 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 Peters Residence ° ' T14058101 J35975 B02 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:27:38 2018 Page 1 I D:OuxrOcc59m8lpZnORHtUNVzGFvD-h 1 UjyAhhmO6M7Fv4P6gnrcTFlyu5hxRM32iQZmzG??3 n v o_n_n 19jR_n 1R_11_Q 91-R-n 4-8-7 4-3-9 3-b-0 4-3-9 4-8-7 Scale = 1:36.3 4x8 = 4x6 = 3 4 I 6.00 12 o 19 20 4 3x4 718 21 3x4 2 5 6 I Io d e 10 9 8 r ' 11 3x4 = 73x6 II 3x4 = 3x4 = I 4x4 = 4x8 = 2-0-0 9-0-0 12-8-0 19-4-0 1 -8 0 2 -8-0 2-0-0 0�- 6-8-0 3-6-0 6-8-0 0.4- 2-0-0 Plate Offsets (X Y)— 13:0-5-8 0-2-41 14:0-3-8 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.05 7-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.33 Vert(CT) -0.11 7-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 112 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 11=1192/0-8-0, 7=1192/0-8-0 Max Horz 11=22(LC 5) Max Uplift 11=-1183(LC 4), 7=-1183(LC 5) Max Grav 11=1329(LC 9), 7=1329(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-312/40, 2-3=-1174/703, 3-4=-989/779, 4-5=-1176/704, 5-6=-312/38 BOT CHORD 1-11=0/259, 10-11=0/281, 9-10=-343/846, 7-9=0/259, 6-7=0/259 WEBS 2-10=-552/746, 5-9=-553/745, 2-11 =-1 255/1099, 5-7=-1253/1099 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.0psf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2) 9-0-0 to112-8-0, Interior(1) 16-10-15 to 21-8-0; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 77 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=1183, 7=1183. i 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. -C ER'P, GEN No 22839 �i� S ;�,N A' Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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 p�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' 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 ANSIITPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 a Job Truss Truss Type Qty Ply Peters Residence T14058102 J35975 B03 Common 1 1 Job Reference (optional)_ East (;cast Iruss, t-t.Fierce, t-Lsny4o �.�� _� <<��• _^ ••��,•,�, ,��• ,� . I D:OuxrOcc59m81pZnORHIUNVzGFvD-9D25AWiJXiEDIPUHypL00g0UoMA2Q03VIiR_5C; 5-7-7 10-10-0 16-0-9 21-8-0 5-7-7 5-2-9 5-2-9 5-7-7 Scale = 1:38.5 4x6 = 4 6.00 12 19 20 ' 4x6 4x6 3 5 I 1x4 II 18 21 1x4 II 2 6 �f 1 7 �n �I Qe ee lO " 10 9 e e 115x5 = 3x8 - 3x4 = 8 3x4 = 3x4 = 5x5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.08 8-10 199 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.61 Vert(CT) -0.17 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 109 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 11=1192/0-8-0, 8=1192/0-8-0 Max Uplift 11=-1138(LC 4), 8=-1138(LC 5) Max Grav 11=1341(LC 9), 8=1341(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-465/169, 2-3=-283/204, 3-4=-1069/627, 4-5=-1069/627, 5-6=-283/204, 6-7=-465/169 BOT CHORD 1-11=-116/456, 10-11=-311/873, 8-10=-311/873, 7-8=-116/456 WEBS 4-10=-79/319, 3-11 =-1 331/942, 2-11=-278/376, 5-8=-1331/942, 6-8=-278/376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-10-0, Exterior(2) 10i 10-0 to 13-10-0; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 .3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) r 11=1138,8=1138. 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. 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 ANSIITPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. K ER �P No 22839 *; :* 411 TT OF % sS10 N A ' E�C� nin Walter P. Finn PE No.22839 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Peters Residence ' T14058103 J35975 604 Common 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:27:40 2018 Page 1 I D:OuxrOcc59m8lpZnORHtUN VzGFvD-dQcTNsjxl?M4NZ3TWXtFxl ZdomUl9p8eWMBXdf7G?? 1 5-7-7 10-10-0 1 15-1-4 19-8-0 5-7-7 5-2-9 4-3, 4-6-12 i Scale = 1:37.7 4x4 = 6.00 12 15 4x6 i 3 1x4 II 14 2 1 ' e e e 105x5 = 3x4 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017frPI2014 3x8 =3x4 = 16 4x4 5 17 3x4 11 6 Ic' e e e e 7 5x5 = CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.54 Vert(LL) -0.11 7-9 >999 240 MT20 2441190 BC 0.67 Vert(CT) -0.22 7-9 >932 180 WB 0.62 Horz(CT) 0.02 7 n/a n/a Matrix -AS Weight: 103 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 10=1219/0-8-0, 7=928/0-8-0 Max Horz 10=92(LC 5) Max Uplift 10=-1184(LC 4). 7=-653(LC 5) Max Grav 10=1369(LC 9), 7=1071(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-2=-479/172, 2-3=-298/207, 3-4=-1116/679, 4-5=-1106/730, 5-6=-312/264, 6-7=-327/318 BOT CHORD 1-10=-120/469, 9-10=-459/943, 7-9=-556/1039 WEBS 4-9=-210/410, 5-9=-274/328, 3-10=-1385/1032, 2-10=-2731373, 5-7=-10 0/611 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. Il; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-10-0, Exterior(2) 10-10-0 to 13-10-0; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ' 67Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=ib) 10=1184,7=653. 1 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ♦�`�,,� ER ,P ♦♦, Q,\• No 22839 67t ► : 7t � .� OF : �/ • ft .,�ss�� N AL ��,��♦ Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only; Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and 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 Peters Residence ' T14058104 J35975 B05 Common 1 1 Job Reference o tional East Coast -I russ, Ft. Pierce, FL 34U46 i 8.210 s rub 12 LV ID IVII I M IIIUUM—b, Inc. vvcu may — vr. 'r cu ye I 1 I D:OuxrOcc59m8lpZnORHtUNVzGFvD-dQcTNsjxl?M4NZ3TWXtFxl ZeEmVH9gzeWMBXdfzG?? 1 0 4 5-7-7 10-10-0 14-8-15 18-11-7 0-4 5-3-7 522-9 3-10-15 4-2-7 Scale = 1:38.4 4x4 = 3 6.00 12 16 17 3x4 4 4X6 5- 18 2 I 2x4 II 5 15 Y rn 1 I a Le] 8 7 6 9 2x4 �i 3x4 = 3x8 = 3x4 =4x8 II 5x5 = LOADING (pso TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.45 BC 0.61 WI3 0.56 Matrix -AS DEFL. in Vert(LL) -0.09 Vert(CT) -0.18 Horz(CT) 0.02 (loc) I/deft Ud 7-9 >999 240 7-9 >999 180 6 n/a . n/a PLATES GRIP MT20 244/190 Weight: 101 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 I REACTIONS. (lb/size) 9=1039/0-8-0, 1=116/0-1-8, 6=914/Mechanical Max Horz 1=123(LC 4) Max Uplift 9=-605(LC 4), 1=-189(LC 4), 6=-676(LC 5) Max Grav 9=1193(LC 9), 1=134(LC 9), 6=1054(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1083/724, 3-4=-1063/761, 5-6=-270/279 BOT CHORD 7-9=-674/1052, 6-7=527/910 WEBS 2-9=-1283/773, 2-7=-289/358, 3-7=-255/403, 4-6=-1066/649 NOTES- 1) Unbalanced roof live loads have been considered for this design. SVult=170mph / sL sl (3-second gust) ?) 1' 0eft ight 18; C-C E tierr 2to 3-0-0, Inte ior1 3-0 0 to 0-10-0,Eteriior() 1010-0 o13-100; cantilever and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 • E N 3) Plates checked for a plus or minus 0 degree rotation about its center. �♦♦ •' �G $ v �, '• �' �•• �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 No 22839 •� 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 at joint(s) 1. — 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) b C i •• F9) 9=605,1=169,E=676, Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1.10) OJA Q:• This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum i•,( O R `Q N ♦�� sheetrock be applied directly to the bottom chord. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ,,,., �I SSA • •�\ ♦♦♦ 'r'r,,J0NA� ��0 Walter R. Finn PE No.22839 MiTek USA, Inc. FL Geri 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 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 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 I i f , I 4ob Truss Truss Type City Ply Peters Residence T14058105 J35975 B06 Common 3 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:27:41 2018 Page 1 I D:OuxrOcc59m8lpZnORHtUNVzGFvD-5cAsaBjZ3J Ux jef4 EO UTF5oV9geuFXo[Dw5A5zG??0 4 6 12 8-10-0 , 12-8-15 16-11-7 4-6-12 4-3 4 3-10-15 4-2-7 4x4 = Scale = 1:35.2 3 6.00 12 10 11 3x4 4x4 i 4 2 12 9 2x4 II 5 3x4 II 1 Y o °' N c s e e 7 6 8 5x5 = 3x8 = 5x5 = 8 10-0 16-11-7 8-10-0 8-1-7 - - - - -- - - - - - --- -- - - - - - --- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.11 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.66 Vert(CT) -0.22 7-8 >897 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 95 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=916/0-8-0, 6=916/Mechanical Max Horz 8=31(LC 4) Max Uplift 8=-664(LC 4), 6=-673(LC 5) Max Grav 8=1056(LC 9), 6=1058(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-306/258, 2-3=-1073/743, 3-4=-1067/751, 1-8=-322/314, 5-6=-265/277 BOT CHORD 7-8=-609/1034, 6-7=-525/917 WEBS 2-7=-299/334, 3-7=-303/464, 2-8=-1063/668, 4-6=-1082/661 I NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL i3.Opsf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-10-0, Exterior(2) 8-10-0 to 11-10-0; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3j Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 8=664,6=673. 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 e ��Q•�-� R P FA • 'GENS..ti No 22839 411 � r i i Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 &WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENiCE 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, ands 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. IFor general guidance regarding the fabrication, storage, delivery, erection and bracing of tmsses and truss systems, see ANSIRPII 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 J35975 , East Coast Truss, B07 s Type Hip Qty Ply Peters Residence 1 1 T14058106 Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:27:42 2018 Page 1 ID:OuxrOcc59mBlpZnORHtUNVzGFvD-ZokEoXkBpdcoclDsey%dOSevPZ9Xdibx ggeiXzG??? 4-11-12 9-8-0 ! 16-11-7 4-11-12 4-8A 7-3-7 4x8 M18SHS = Scale = 1:39.5 3x6 = i 3 10 4 6.00 12 I i 4x6 2 A m 8 3x4 I I 1 I I 75x5 = 6 11 5 3x8 = 3x6 I 9-8-0 16-11-7 9-M I 7-3-7 Plate Offsets (X Y)13:0 5 0 0 2 Ol 17:0 2 8 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.79 Vert(L-) -0.18 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.75 Vert(CT) -0.37 6-7 >537 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 101 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-5, 4-6 REACTIONS. (lb/size) 5=916/Mechanical, 7=916/Mechanical Max Horz 7=488(LC 5) Max Uplift 5=-795(LC 5), 7=-558(LC 4) Max Grav 5=1121(LC 9), 7=1019(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.' TOP CHORD 1-2=-367/288, 2-3=-948/552, 3-4=-814/618, 4-5=-998/803, 1-7=-372/348 BOT CHORD 6-7=-973/1115 WEBS 2-6=-363/428, 3-6=-251/320, 4-6=-774/1010, 2-7=-923/537 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-8-0, Exterior(2) 928-0 to 13-10-15; cantilever left and right exposed; Lumber DOL=1.60 plate 11 % nage to water ponding. Provide adequate drainage �� I eR'P,, /, 4) All plates are MT20 plates unless otherwise indicated. ��,V Q,�'• G E N • • `/'Y ,� S •••. �i 5) Plates checked for a plus or minus 0 degree rotation about its center. '•' �' F 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 No 22839 •� `t will fit between the bottom chord and any other members, with BCDL = 10.Opsf. = * �� * + 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) " 5=795, 7=558. 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 $ r 41/� sheetrock be applied directly to the bottom chord. i Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IW-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ■ a truss system. Before use, the building designer must verify the applicability of design parameters and'properly incorporate this design into the overall _'-�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Peters Residence • T14058107 J35975 C01G Half Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:27:42 2018 Page 1 I D:OuxrOcc59m81 pZnO R HtUNVzGFvD-ZokEoXkBpdcoctDseyvjOSezBZH?dp Kx_ggeiXzG??? 3-8-7 7-0-0 i-0 3-8-7 3-3-9 1-8-0 �I d 2x4 = LOADING (psf) SPACING- 2-0-0 TCLL. 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except' 2-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=651/0-8-0, 12=274/0-3-8 Max Horz 7=434(LC 5) Max Uplift 7=-930(LC 4), 12=-463(LC 5) Max Grav 7=762(LC 26), 12=600(LC 24) 4x4 = 5x8 = I 6.00 12 3x8 13 O A 2 3x44 = 12 n d � s g G 6 5 7 3x8 = 2x4 II 2x4 II Scale = 1:24.5 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.55 Veri(LL) -0.01 6-7 >999 240 MT20 244/190 BC 0.21 Verl(CT) -0.02 6-7 >999 180 WB 0.19 Horz(CT) 0.00 12 We n/a Matrix -MS Weight: 56 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-484/167, 2-3=-309/75 BOT CHORD 1-7=-77/464 WEBS 3-6=-370/543, 4-6=-499/632, 2-7=-698/760, 4-12=-602/465 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; B1,DL=3.0psf; h=30ft; Cat. 11; Exp D; Encl., M GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-0-0, Exterior(2) 7-0-0 to 8-2-12; cantilever left and right exposed Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=930. 12=463. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 269 lb down and 319 lb up at 7-0-0 on top chord, and 338 lb down and 172 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-4=-90, 5-9=-20 1 0,,�.J eR P No 22839 S 4U 1 •� � /O N A %. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 . I 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 ��.�YYi building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 I Ilob Truss Truss Type Qty Ply Peters Residence T14058107 J35975 C01 G Half Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 a.cw s reu IL ZVI0 will CR n1—bleb, III, vVcu May 1-o — I. ray. I D:OuxrOcc59m8lpZnORHtUNVzGFvD-ZokEoXkBpdcoctDseyvjOSezBZH?dpKx_ggeiXzG??? LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-69(F) 6=50(F) y 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 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 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 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 1 Job Truss Truss Type Qty Ply Peters Residence ' T14058108 J35975 CO2 Monopitch 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 4-4-11 6.00 12 4xs 3 1x4 II 12 2 1 o.z iu s rev 14 GV IO IVII IUK nrUUsr11CJ, 1— B'D ntzdXu.uV.vorsJ ID:OuxrOcc59m8lpZnORHtUNVzGFvD-1?lc?tlgaZOo2BfVQyYgMoG? ?_ 8-8-0 i 4-3-5 4x6 = 4 s s c 5 2x4 = 6 3x4 = 3x4 = 3x4 = 11 0 Scale = 1:27.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.25 Vert(CT) -0.06 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) -0.00 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 51 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 6=645/0-8-0, 11=261/0-3-8 Max Horz 6=460(LC 4) Max Uplift 6=-847(LC 4), 11=-227(LC 5) Max Grav 6=684(LC 9), 11=383(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown! TOP CHORD 1-2=-560/223, 2-3=-375/230 BOT CHORD 1-6=-191/561, 5-6=-173/271 WEBS 3-6=-458/388, 2-6=-210/382, 4-11 =-385/228 I NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.0psf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-2-12; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL= ?�) 1 .60 Plates checked for a plus or minus 0 degree rotation about its center. ,��E R'P. 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 �� V . G E N $ •• ' Y �� will fit between the bottom chord and any other members. �� '• �' �•�'• �i 5) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain! formula. Building designer should verify • • No 22839 capacity of bearing surface. I 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) 6=847, 11=227. ; 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 lJ" '• ` sheetrock be applied directly to the bottom chord. i T E OF ON' `' E?�� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 generat—e- — - -- _ 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 221314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Peters Residence r T14058109 J35975 D01G Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MIteK Inclustnes, Inc. vveo may i6 Uf:zr:44 zuus rage i I D:OuxrOcc59m81pZnORHtUNVzGFvD-VBs_DDmSLEtWrANE1NxB5tjlRNxe5emER_911QzG?_z 3-8-7 7-0-0 10-8-0 14-4-0 18-8-0 3 8-7 3-3-9 3-8-0 3-8-0 4-4-0 Scale: 3/8"=l' 4x8 = 1x4 II 4x8 = 0 ci 16 I -0 2 -0-0 10-8-0 1 -0-0 8-8-0 2-0-0 0-4 4-8-0 3-8-0� 3-8-0 4-4-0 Plate Offsets (X Y) 11:0-0-7 0-0-51 13:0-5-4 0-2-01 15:0-5-4 0-2-01 16:0-6-8 0-0-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udeff Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.05 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.32 Vert(CT) -0.07 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.51 Horz(CT) 0.02 16 n/a TIM BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 105 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-11: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 11=1194/0-8-0, 16=871/0-3-8 Max Horz 11=204(LC 23) Max Uplift 11=-1523(LC 4), 16=-966(LC 4) Max Grav 11=1682(LC 26), 16=1371(LC 26) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-424/158, 2-3=-1685/1143, 3-4=-1774/1408, 4-5=-1774/1408, 5=6=-1608/1135 BOT CHORD 1-11=-68/398, 10-11=-68/280, 9-10=-951/1395, 8-9=-893/1340, 7-8 '-241/316 WEBS 2-10=-111511443, 3-10=-274/330, 3-9=-488/446, 4-9=-551/645, 5-9=-486/523, 5-8=-274/317, 2-11=-1598/1362, 6-8=-755/1113, 6-16=-1421/1005 NOTES- 1) Unbalanced roof live loads have been considered for this design. "2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-0-0, Exterior(2) 7-010 to 18-2-12; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. " 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=1523, 16=966. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 235 lb down and 281 lb up at 7-0-0, 240 lb down and 277 lb up at 9-0-12, 236 lb down and 277 lb up at 10-8-0, and 240 lb down and 277 lb up at 12-3-4, and 235 lb down and 281 lb up at 14-4-0 on top chord, and 350 lb down and 183 lb up at 7-0-0, 59 lb down and 6 lb up at 9-0-12, 59 lb down and 6 lb up at 10-8-0, and 59 lb down and 6 lb up at 12-3-4, and 350 lb down and 183 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard %%0111111111#., .`�%%-C ER P' • �GENS'•ti'�i No 22839 53:• �TE OF : �� i i N A\- Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: e ® 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 MTek® connectors. This design is based only upon parameters shown,1 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 Bet 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 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 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 May 16,2018 } yob Truss Truss Type City Ply Peters Residence T14058109 J35975 D01G Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 o.[" o ru i s cu io wa i cna uumuw,,,�. o�,.,or ,.. �..,.. y.. I D:OuxrOcc59m8lpZnORHtUNVzGFvD-VBs_DDmSLEtWrAN EINxB5tjlRNxe5emER_911QzG?_z I LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-5=-90, 5-6=-90, 7-13=-20 Concentrated Loads (lb) Vert: 3=-43(B)5=-43(B)10=68(B)4=-43(B)9=6(B)8=68(B)18=-43(B)21=-431(B)22=6(B)23=6(B) I ' I ® 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 M v building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing f dl iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. 1 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 Type Qty Ply Peters Residence , T14058110 FJ35975 FDO2 Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 4-8-7 6,00 12 4-3-9 4x8 = 8.210 s Feb 12 2018 MI I ek Industries, Inc. Wed May -16 0I:2 :45 2018 rage 1 ID:OuxrOcc59m8lpZnO RHtUNVzGFvD-zNPMQZm46Y?MTKyQJ4SQe5GSPnHwg3LOgeullszG?y 12-4-0 18-8-0 3-4,0 46 = 6-0-0 Scale = 1:33.0 17 3x4 = 16 Sx8 = 5 3x4 ! 15 2 0 m 1 14 i I� 9 3x6 11 4x4 3x8 = 3x4 11 3x4 = 00 9-0-0 24-0 18-8-0 Mt 6-8-0 3-4-0 6-4-0 Plate Offsets (X Y) 11:0 0 7 0 0 51 13:0 5-8 0-2-41 15.0-6-8 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft , L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.05 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.32 Vert(CT) -0.10 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.01 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 102 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied,' except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=1166/0-8-0, 14=839/0-3-0 Max Horz 9=208(LC 5) Max Uplift 9=-1196(LC 4), 14=595(1_C 4) Max Grav 9=1296(LC 9), 14=959(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 1-2=-332/41, 2-3=-1122/690, 3-4=-922/764, 4-5=-1084/693 BOT CHORD 1-9=0/277, 7-8=-517/849, 6-7=-277/376 WEBS 2-8=-557/703, 2-9=-1225/1103, 5-7=-246/469, 5-14=-1020/646 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL�=3.Opsf; h=30ft; Cat. II; Exp D; Encl., 9-0-0 12-4-0, Interior(l) 16-6-15 to 18-2-12; o ER �P cantilever left and right exposed Lumber DOL=1r60 plate grip DOL 1.6eOrior(2) 3) Provide drainage to water ,',,�� • • • • • • ., /�/,r I, adequate prevent ponding. 4) Plates checked for a or minus 0 degree rotation about its center. ,� `P+ •.. - V \G N S •••; v �,� plus 5) This truss has been designed for a 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 22839 •• will fit between the bottom chord and any other members. .'. * % 7) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=1196, 14=595. � o ,0 •. S 9 This truss design requires that a minimum of 7/16" structural wood sheathing be a lied directly to the to chord and 1/2" sum 9 q 9 PP Y P 9YP i 0' � �j0T� sheetrock be applied directly to the bottom chord. •, ( OR`Q P'• \�,� ,0 �. N A, .0 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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, anb is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and pioperly 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 j For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Peters Residence I T14058111 J35975 EO1G Hip Girder � 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:27:46 2018 Page 1 I D:OuxrOcc59m8lpZnO RHtUN VzG FvD-SZzlevnitr7 D5UXdtn_fAlp dOAd4ZXLXvl ergJzG7_x 3-8-7 7-0-0 10-8-0 14-4-0 17-7-9 21-4-0 3-8-7 3-3-9 3-8-0 3-8-0 3-3-9 3-8-7 4x8 = 1x4 II 3 21 22 4 23 24 4x8 = 3x4 = 3x6 II 3x4 = 3x8 = 3x4 — 3x6 II 0-8-0 14-4-0 9-0-0 4 0 Scale = 1:36.0 2-0-0 0-0 4-8-0 3-8-0 3-8-0 4-8-0 0-0- 2-0-0 Plate Offsets (X Y) f3:0 5 4 0-2-01 f5:0-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.06 11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.33 Vert(CT) -0.08 11-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 114 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-13,6-8: 2x6 SP No.2 REACTIONS. (lb/size) 13=1310/0-8-0, 8=1310/0-8-0 Max Horz 13=22(LC 4) Max Uplift 13=-1610(LC 4), 8=-1601(LC 5) Max Grav 13=1767(LC 26), 8=1767(LC 26) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-408/157, 2-3=-1809/1291, 3-4=-193911590,4-5=-1939/1590. 5-6=-1809/1295, 6-7=-410/157 i BOT CHORD 1-13=-69/384, 12-13=-69/406, 11-12=-901/1456, 10-11=878/1456, 8=10=-69/386, 7-8=-69/386 WEBS 2-12=-124211555, 3-12=-280/346, 3-11=-561/522, 4-11=-609/704, 5-11=561/522, 5-10=-280/347, 6-1 0=-1 246/1555, 2-13=1681/1454, 6-8=1681/1446 NOTES- .1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-0-0, Exterior(2) 7-0-0 to 18-6-15, Interior(1) 18-6-15 to 21-4-0; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=1610, 8=1601. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 254 lb down and 311 lb up at 7-0-0, 259 lb down and 307 lb up at 9-0-12, 255 lb down and 307 lb up at 10-8-0, and 259 lb down and 307 lb up at 12-3-4, and 254 lb down and 311 lb up at 14-4-0 on top chord, and 338 lb down and 174 lb up at 7-0-0, 47 lb down and 17 lb up at 9-0-12, 47 lb down and 17 lb up at 10-8-0, and 47 lb down and 17 lb up at 12-3-4, and 338 lb down and 174 lb up at 14-3-4 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). LOAD CASE(S) Standard ® WARNING - Verify des/gn 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 verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIITP,11 quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ,,,��1111111/II�,,I % DENS. :• No 22839 �TE�O i S,........ N A E.C� �. 111111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 l Truss Truss Type Qty Ply Peters Residence blob r T14058111 J35975 E01 G Hip Girder 1 1 Job Reference (optional) East Coast l russ, Ft. Fierce, F L 14V40 �.c,v�,.,..,«..,..,.,,,..�..�.........�........... ...... .......--..-...__-.- -�-- ID:Ouxr0cc59r lilpZnOW NVzGFvD-SZzlevnitr7D5UXdln_fAIpdOAd4ZXLXviergJzG?_x I LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-5=-90, 5-7=-90, 14-17=-20 Concentrated Loads (lb) Vert: 3=-69(F) 5=-69(F) 12=52(F) 11=-10(F) 4=-69(F) 10=52(F) 21=-69(F) 24=-69(F) 26=-10(F) 27=-10(F) WARNING - Verily design paramerers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall m y 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. I 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 Peters Residence T14058112 J35975 q02 Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MII etc Industries, Inc. vveo may 1t5 ut:21:4t 2uiu rage 1 I D:OuxrOcc59m8lpZnORHtUNVzGFvD-wmX7rFoKe9F4ie5pQWujWLouay4l?wg7xNPMIzG?_w 4 8-7 9-0-0 12-4-0 16-7-9 21-4-0 4:17 4-3-9 3-4-0 4-3-9 4-8-7 0 4 4x8 = 46 = 3x4 = 3.6 II 4x4 = 5x8 = — n n 10_n_n 11a_n Scale = 1:35.7 2-0-0 0-0- 6-8-0 1 3 4-0 6-8-0 -4- 2-M Plate Offsets (X Y)— I3'0-5-8 0-2-41 14:0-3-8 0-2-41 18'0-2-4 0-3-01 1 LOADING (psfl SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.05 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(CT) -0.11 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 110 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10=1173/0-8-0, 7=1173/0-8-0 Max Horz 10=22(LC 4) Max Uplift 10=-1172(LC 4). 7=1172(LC 5) Max Grav 10=1309(LC 9), 7=1309(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-313/40, 2-3=-1141/676, 3-4=-961/753, 4-5=-11451680, 5-6=-314/36 BOT CHORD 1-10=0/260, 9-10=0/282, 8-9=-319/816, 7-8=0/260, 6-7=0/260 WEBS 2-9=-532/716,5-8=-535/715,2-10=-1236/1086,5-7=-1232/1087 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2) 9-0-0 to 12-4-0, Interior(1) 16-6-15 to 21-4-0; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 03) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ` 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=1172,7=1172. 8) This truss design requires that a minimum of 7116" structural woad 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 10II.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 verilythe 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, Alexandra, VA 22314. . ,'R rP, R �' f E�i E N, No 22839 . Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Peters Residence r T14056113 J35975 E03 Common 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:27:47 2018 Page 1 I D:0 uxrOcc59m8lpZnORHtU N VzGFvD-wmX7rFoKe9F4i e5 pQ Wuj WLq MatKlzPg7xNP MIzG?_w 5-6-7 10-8-0 14-10-4 19-4-0 5-6-7 5-1-9 4-213 4-5-12 6.00 12 14 4x6 i 3 1x4 II 13 2 1 e e e 9 5x5 = 3x4 = 4x4 = 3x8 = Scale = 1:36.8 15 4x4 5 16 3x4 I I 6 0 e e e e 7 5x5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.10 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.64 Vert(CT) -0.21 7-8 >984 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 101 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=1201/0-8-0, 7=909/0-8-0 Max Horz 9=92(LC 5) Max Uplift 9=-1176(LC 4), 7=-642(LC 5) Max Grav 9=1349(LC 9), 7=1050(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-480/177, 2-3=-301/210, 3-4=-1090/664, 4-5=-1079/715, 5-6=-302/258, 6-7=-320/312 BOT CHORD 1-9=-125/471, 8-9=-442/913, 7-8=-542/1011 WEBS 4-8=-203/396, 5-8=-265/321, 3-9=-1357/1018, 2-9=-268/370, 5-7=-1055/597 i NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-8-0, Exterior(2) 10-8-0 to 13-8-0; cantilever left and right exposed Lumber DOL=1.60 plate grip DOL=1.60 S) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed fora 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. S) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=1176, 7=642. 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. ��, L ER 1 P. �. 'DENS No 22839 7t E OF 4U 1110 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSIITPI11Quality 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 iJob Truss Truss Type Qty Ply Peters Residence T14058114 J35975 E04 Common 10 1 I Job Reference o tional East Coast Truss, Ft. Pierce, FL'3494ti 5-6-7 5.6-7 1x4 II 13 2 Ell e e e e 9 5x5 = 3x4 = ID:OuxrOcc59mBlpZnORHtUNVzGFvD-Oy5V3bpyPTNxKog?_C07Fju0A_ET1 RYgMb7yuBzG?_v 0-8 0 1 14-7-0 18-9-7 5-1-9 i 3-11-0 4-2-7 4x4 = 4 6.00 12 14 15 3x4 I 5 4x6 i 3 8 3x8 = Scale=1:36.5 16 2x4 II 6 7 5x5 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.33 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.46 BC 0.59 WB 0.53 Matrix -AS DEFL. in (loc) Uclefl Lid Vert(LL) -0.07 8-9 >999 240 Vert(CT) -0.15 7-8 >999 180 Horz(CT) 0.02 7 We n/a PLATES GRIP MT20 244/190 Weight: 100 lb FT = O% LUMBER- BRACING- - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=1172/0-8-0, 7=879/Mechanical Max Horz 9=116(LC 5) Max Uplift 9=-1161(LC 4), 7=-626(LC 5) Max Grav 9=1314(LC 9), 7=1015(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when showrj. TOP CHORD 1-2=-486/174, 2-3=-307/208, 3-4=-1028/630, 4-5=-10131686, 6-7=-274/281 BOT CHORD 1-9=-124/475, 8-9=445/884, 7-8=-483/887 WEBS 4-8=-182/352, 5-8=-181/264, 3-9=-1305/995, 2-9=-265/369, 5-7=-1015/567 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-8-0, Exterior(2) 10-8-0 to 13-8-0; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 a) Plates checked for a plus or minus 0 degree rotation about its center. ,�� eR P. 4) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. ,,% �- `P. psf 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all arieas where a rectangle 3-6-0 tall by 2-0-0 wide •,....... v . �G E N,9 •'• "v �j ••• ,�% �• �' ♦♦ will fit between the bottom chord and any other members. �� 6) Refer to girder(s) for truss to truss connections. No 22839 •� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) * �• 9=1161, 7=626. 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 be applied directly to the bottom chord. .. ' sheetrock O F 1 O ., ��iF.•�ORN ,O N Al- i nnn Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall My �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M i Yek- 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 Qty Ply Peters Residence r T14058115 J35975 E05 Roof Special 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34945 tS.zlu s "o iz zu to ive I ex mausm.b, utt:. vveu rvidy ro yr -- zv . ray. i I D:OuxrOcc59m8lpZnORHtUNVzGFvD-s8ftGxgaAmVoyxFCYwXMowR9DOUomy4zbFsWRdzG7_u 2-4-0 4-5-15i 8-7-0 10-8-0 14-9-0 18-9-7 2 4-0 2-1-15 4-1-1 2-1-0 4-1-0 4-0-7 4x6 = 4 6.00 12 19 i 3 1x4 II 18 I 12 2 x8 11 4 8 M18SHS I 1 3x4 = `s e 13 14 5x5 = 3x4 = 4x4 Scale = 1:36.8 20 3x4 5 21 6 2x4 II 7 10 4x 1x4 II 0 3x4 I I � N 9 3x4 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/deft L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.15 3-12 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.96 Vert(CT) -0.26 13 >747 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.21 8 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' 12-13,9-10: 2x4 SP No.3, 3-6: 2x4 SP No.1 WEBS 2x4 SP No.3 8 5x5 = PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 108 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 5-9-0 oc bracing: 10-11 REACTIONS. (lb/size) 14=1172/0-8-0, 8=879/Mechanical Max Horz 14=116(LC 5) Max Uplift 14=-1161(LC 4), 8=-626(LC 5) Max Grav 14=1314(LC 9), 8=1015(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-492/227, 2-3=-351/255, 3-4=-1684/898, 4-5=-1627/963, 5-6=-2653/1505 BOT CHORD 1-14=-184/487, 13-14=-363/774, 12-13=-150/405, 3-12=-495/1168, 11 12=-555/1335, 10-11=-1114/2202, 6-10=-1145/2252, 9-10=-403/708,'8-9=-396/656 WEBS 2-14=-162/284, 6-8=-1049/647, 5-10=-249/467, 4-11=-357/824, 5-11=-913/642, 3-13=-695/348, 3-14=-1376/999, 6-9=-896/552 1 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.0psf; h=30ft; Cat. Il; Exp D; Encl., ' GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-8-0, Exterior(2) 10-8I0 to 13-8-0; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. s) 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 Qt=lb) 14=1161, 8=626. 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. No 22839 �13 9O : A F 4U ��I�llltltl�` Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 A WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, anE is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and p(operty 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 trussesand 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 Peters Residence t ' T14058116 J35975 E06 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:27:49 2018 Page 1 1 I D:OuxrOcc59m8lpZnORHtUNVzGFvD-s8ftGxgaAmVoyxFCYwXMowR5VOeumxvzbFsWRdzG?_u 4-8-7 9-0-0 12-4-0 18-9-7 4-8-7 4-3-9 3-4-0 6-5-7 Scale: 3/8"=1' 4x8 46 = 45 6.00 12 I 15 4xs s 1 3 5x8 M18SHS q I 1x4 II 14 6 2 1 s "1 g' 8 7 10 5x5 = 3x4 = 4x8 = 3x6 II 3x4 = 2-0-0 4-19-0-0 12-4-0 18-9-7 1 2-0-0 -0- 6-8-0 3-4-0 6-5-7 Plate Offsets (X Y) 14:0 5 4 0 2 O1 15:0 3-8 0 2 41 16:Edge 0-1-121 110:0-2-8 0-2-121I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.05 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.38 Vert(CT) -0.10 9-10 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 104 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=879/Mechanical, 10=1172/0-8-0 Max Horz 10=141(LC 5) Max Uplift 7=-671(LC 5). 10=-1201(LC 4) Max Grav 7=1004(LC 9), 10=1303(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown! TOP CHORD 1-2=-483/194, 2-3=-322/206, 3-4=-1075/746, 4-5=-947/781, 5-6=-1118/742, 6-7=-933/685 BOT CHORD 1-1 0=-1 51/476, 9-10=-487/771, 8-9=-453/826 WEBS 3-1 0=-1 282/1098, 2-10=-218/329, 6-8=-283/630 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2) 9-0-0 to 12-4-0, Interior(1) 16-6-15 to 18-7-11; 1y�� i11��,, cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 P. 3) Provide adequate drainage to prevent water ponding. ,,��ER Q` •.. • ...... • /i/ �� E N 4) All plates are MT20 plates unless otherwise indicated. �••�,�G S'F••� V ��i 5) Plates checked for a plus or minus 0 degree rotation about its center. ��, • • 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : : No 22839 : 00 y) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=671,10=1201. 3 .•411 i ' 9 q 9 Pf? Y P 9YP •, �•,• ��j,�� sheetrock be applied directly to the bottom chord. •0 R kQ • ••\,�� i,11S,ON �fill �0% All- Walter P. Finn PE No22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7477 rev. 10/03/2015 BEFORE USE. pal' valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing [ V I 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 ANSIITPI11 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 Peters Residence � T14058117 J35975 E07G Hip Girder 1 1 Job Reference(optional East Coast Truss, Ft. Pierce, FL 34946 b.ziu s t-eD iz zU16 MI IeK mauslnes, inc. vveo may it) ui:zt:ou zu to rage i ID:OuxrOcc59m8lpZnORHtUNVzGFvD-KLDFTGgDx4dfZ5gO6d2bL8zHco_TVJ27pvc3z4zG? t 3-8-7 7-0-010-8-0 14-4-0 18-9-7 3-8-7 3-3-9 3-B-0 3-8-0 4-5-7 4x8 = lx4 II 17 4 18 4x8 = Scale = 1:30.9 6.00 12VZ 20 3x8 0 3x8 ! 6 4 15 oS 2 A 1 Fi as s 10 1 1 9 22 8 7 3x4 = 11 3x6 II 3x4 = 3x8 = 3x4 = 3x6 II 2-0-0 -0-0 0-8-0 1 -4-0 8-9-7 21-0 4-8-0 3-8-0F 3-8-0 4-5-7 Plate Offsets (X Y)— 13:0-5-4 0-2-01 15:0-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.08 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.36 Vert(CT) -0.07 9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 105 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD WEBS 2x4 SP No.3 *Except* BOT CHORD 2-11: 2x6 SP No.2 REACTIONS. (lb/size) 7=1264/Mechanical, 11=1405/0-8-0 Max Horz 11=133(LC 5) Max Uplift 7=-1459(LC 5), 11=-1758(LC 4) Max Grav 7=1627(LC 26). 11=1809(LC 26) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-425/155, 2-3=-1871/1509, 3-4=-2036/1932, 4-5=-2036/1932, 5-6=-1947/1794, 6-7=-1578/1462 BOT CHORD 1-11=-72/398, 10-11=-64/305, 9-10=-1204/1553, 8-9=-1458/1639 WEBS 2-10=-142511611, 3-10=-310/395, 3-9=-749/608, 4-9=-608/702, 5-9=-3I29/461, 2-11=-1723/1596, 6-8=-1439/1621 Structural wood sheathing directly applied or 3-8-11 oc purlins, except'end verticals. Rigid ceiling directly applied or 4-10-13 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-0-0, Exterior(2) 7-0-0 to 18-7-11; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=1459,11=1758. 1 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 254 lb down and 311 lb up at 7-0-0. 259 lb down and 307 lb up at 9-0-12, 255 lb down and 307 lb up at 10-8-0, and 259 lb down and 307 lb up at 12-3-4, and 254 lb down and 311 lb up at 14-4-0 on top chord, and 338 lb down and 174 lb up at, 7-0-0, 47 lb down and 17 lb up at 9-0-12, 47 lb down and 17 lb up at 10-8-0, and 47 lb down and 17 lb up at 12-3-4, and 406 lb down and 510 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard ,�.� ER 1 ii P I I� GEN No 22839 "��E�0 : <U. i �0N A E?��`� 111111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ®WARNING - 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 only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 r ,Job r Truss Truss Type Qty Ply Peters Residence T14058117 J35975 E07G Hip Girder 1 1 Job Reference o tional East (;oast I russ, I-t. rterce, t-L Jaavo .. _.....___-.._ ..._. - ' ID:OuxrOcc59m81pZnORHtUNVzGFvD-KLDFTGgDx4dfZ5gO6d2bL8zHco_TVJ27pvc3z4zG? t LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-5=-90, 5-6=-90, 7-12=-20 Concentrated Loads (lb) j Vert: 3=-69(B) 5=-69(B) 10=52(B) 4=-69(B) 9=-10(B) 8=-314(B) 16=-69(B) 19�-69(B) 21=-10(B) 22=-10(B) I 1 WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7477 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors, This design is based only upon parameters shown, antl 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 MGM( I Iva II' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I i M( is always required for stability and to prevent collapse with possible personal injury and property damaged For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSTITP11 IQuality 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 Peters Residence • T14058118 J35975 F01 Monopitch 8 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 - 8.210 s Feb 1P 2u16 MI I eK Inaustnes, Inc, vvea may io urz rat zO to rage i ID:OuxrOcc59m8lpZnORHtUNVzGFvD-oXnehcrriOIWBFPafLZgtLWSgBDyEtKG2ZLcVWzG? s 4-10-1 9-6-12 4-10-1 4-8-11 i Scale = 1:31.4 3x12 = I 6.00 12 11 I I 3x4 10 2 1 2x4 = 5 1x4 II 4 6x10 = 4x6 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TC 0.81 BC 0.79 WB 0.20 Matrix -AS DEFL. in (loc) I/dell L/d Vert(LL) 0.21 4-5 >390 240 Vert(CT) 0.20 4-5 >415 180 Horz(CT) -0.00 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 60 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x8 SP No.2 REACTIONS. (lb/size) 5=69711-0-0, 9=272/0-6-12 Max Horz 5=530(LC 4) Max Uplift 5=-1376(LC 4), 9=-819(LC 5) Max Grav 5=697(LC 1), 9=347(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or Jess except when shownl. TOP CHORD 3-4=-475/106 BOT CHORD 4-5=-511/196 WEBS 2-4=-113/260, 2-5=-702/527, 3-9=-356/830 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-9-12; cantilever left and right exposed; porch left exposed; Lumber DOL=1.60llua 2) Plates checked for plus or minus 0 degree rotation about its center. 43) bottom live load any other live loads. -�ER'P ` This truss has been designed for a 10.0 psf chord nonconcurrent with ,��P.��,....., E N •'. ' 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 ,� �G S V '• �' �'•� ♦i will fit between the bottom chord and any other members. �� 5) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify No 22839 capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 5=1376,9=819. 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 �� ', � O F sheetrock be applied directly to the bottom chord. �� • Off. P•;�� `s • O R l G� ��• Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 C a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �.�•YYiii building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 1 Job Truss Truss Type Qty Ply Peters Residence � T14058119 J35975 F02 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x8 SP No.2 2x4 = 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:27:52 2018 Page 1 ID:OuxrOcc59m8lpZnORHtUNVzGFvD-GjLOuysTThtNpP_nD243QZ3'IwbdQzINPHD5A1 yzG?_r 2-6-0 7-6-8 9 6 12 2-6-0 5-0-8 2-0 4 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017/TPI2014 6.00 F12 3x4 i 13 1x4 II 4x6 = 4 5x12 = 6x10 = 12 I0 a 3x8 = 2x4 II Scale = 1:26.0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TC 0.47 Vert(LL) 0.08 6-7 >999 240 MT20 244/190 BC 0.52 Vert(CT) 0.07 6-7 >999 180 WB 0.34 Horz(CT) -0.00 12 n/a n/a Matrix -AS Weight: 65 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 7=697/1-0-0, 12=272/0-6-12 Max Horz 7=465(LC 5) Max Uplift 7=-1423(LC 4), 12=-783(LC 5) Max Grav 7=697(LC 1), 12=322(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-308/183, 2-3=-260/285, 3-4=-147/396 BOT CHORD 1-7=-105/332, 6-7=-329/114 WEBS 2-7=-679/747, 3-6=-406/399,4-6=-1076/381, 4-12=-324/790 1 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. Il; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-6-8, Exterior(2) 7-6-8i to 8-9-12; cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * will fit between the bottom chord -and any other members. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=1423, 12=783. 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. �%R rP,F��i No 22839 �O :• r4?A?F OR O Nt tt �' "fill Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe iC 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 a Truss Truss Type Qty Ply Peters Residence T14058120 J35975 F03 Half Hip 1 1 Job Reference (optional) East Goast I cuss, Ft. fierce, FL 348415 8.2 w b reu i4 zu to Iva t vK muubues, uiC. vvcu iviay 1v u,. . a rayo ID:OuxrOcc59m8lpZnORHtUNVzGFvD-GjLOuysTThtNpP_nD243QZ312bhozJ?PHD5A1 yzG?_r 2-6-0 5-6-8 9-6-12 I 2-6-0 3-0-8 1 4-0-4 4x4 = Scale = 1:21.3 3 4 5x12 = 6.00 12 I 3x4 ! • 14 q 2 N � � N � 13 6x10 = 1 12 am I 6 5 2x4 7 3x8 = 2x4 II 3x6 11 2-0-01 21i-0 5-6-8 9-6-12 2-0-0 02, 3-0-8 4-0-4 Plate Offsets (X Y)— f1:0-0-7 Edoel f4.0-1-12 0-3-01 f8:0-2-15 0-2-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.02 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.30 Vert(CT) -0.01 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 56lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x8 SP No.2 REACTIONS. (lb/size) 7=697/1-0-0, 12=272/0-6-12 Max Horz 7=366(LC 5) Max Uplift 7=-1512(LC 4), 12=-687(LC 4) Max Grav 7=706(LC 9),12=291(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.' TOP CHORD 1-2=-477/248, 2-3=-262/470, 3-4=-192/504 BOT CHORD 1-7=-194/493 WEBS 2-7=-652/1020, 4-6=-480/156, 2-6=-673/373, 4-12=-301/705 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat, 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-6-8, Exterior(2) 5-6-8 to 8-9-12; cantilever left and right exposed ; ,��yl 0 porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 �� ER P �I 3) Provide adequate drainage to prevent water ponding.p.�� E 4) Plates checked for a plus or minus 0 degree rotation about its center. �� v' .' �(i N & •� V �•• �� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withlany 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 (�f 0 22839 - will fit between the bottom chord and any other members. designer = * .� 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=1512, 12=687. .: :1 ��TE O F 4U 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 o 4sheetrock be applied directly to the bottom chord. 'i;,,NA, •4 Q Q:• �� S,O E��%. N A� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and, is for an individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p��•Yal• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i V I iTe k- is always required for stability and to prevent collapse with possible personal injury and property damage. I For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSfITPl1 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 Peters Residence T14058121 J35975 F04 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8,210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:27:53 2018 Page 1 I D:OuxrOcc59m8lpZnORHtUNVzGFvD-kwuO6lt5E??EQZZznmclymbnh?uCingZWtgjaPzG?_q 3-6-8 9-6-12 3-6-8 6-0-4 5x5 = 3x4 = 5x10 = Scale = 1:18.4 Plate Offsets (X Y)— f1:0-0�12 0-0-31 13:0-2-8 0-2-41 14:0-3-4 0-3-01.17:0-2-15.0-2-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.17 5-6 >476 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.81 Vert(CT) 0.16 5-6 >502 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.00 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 47 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x8 SP No.2 REACTIONS. (lb/size) 6=69711-0-0, 11=27210-6-12 Max Horz 6=257(LC 5) Max Uplift 6=-1612(LC 4), 11=-648(LC 4) Max Grav 6=706(LC 9),11=295(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 1-2=-260/279, 2-3=-200/260, 3-4=-189/442, 5-7=-347/91, 4-7=-347/91 BOT CHORD 1-6=235/334, 5-6=-252/160 WEBS 3-6=-601/714, 4-11=-338/708 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL,=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 3-6-8, Exterior(2) 3-6-8 to 7-9-7; cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=1612,11=648. 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. ,,4Q,�• �;, E N • •. �N� �i S4�' •• ♦♦i No 22839 �00• Ic A Q •��; ��fll11is% Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 WARNING -Verify desfgn parame/ers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only will, MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. IFor 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 �i i lob r Truss Truss Type I Oty Ply Peters Residence T14058122 J35975 G01G Half Hip Girder ' 1 1 Job Reference o tidnal East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 20i8 MI I ek Industries, Inc. Wed May to 0 .2 :54 cv io rage i ID:OuxrOcc59m8lpZnORHtUNVzGFvD-D6SmJetj?J752j89LT7XV 8wXPKXR73ikXaH6rzG?_p 3-8-7 7-0-0 11-8-6 1 16-3-1 20-11-7 3-8-7 3-3-9 4-8-6 4-6-10 4-8-6 Scale = 1:35.4 0 ci 12 3x4 = 3x6 I 4x8 = 1x4 11 3x4 = 4x4 = 3 17 18 4 19 20 5 21 22 23 6 11 24 3x4 = 25 10 26 27 9 8 28 3x4 = 7 3x8 = II 3x4 = 3x6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.11 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.42 Vert(CT) -0.11 10-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 117 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-1 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* i BOT CHORD Rigid ceiling directly applied or 4-10-6 cc bracing. 2-12: 2x6 SP No.2 I WEBS 1 Row at midpt 6-9 REACTIONS. (lb/size) 7=1306/Mechanical, 12=147610-8-0 Max Horz 12=373(LC 5) Max Uplift 7=-1441(LC 5), 12=-1728(LC 4) Max Grav 7=1647(LC 26), 12=1887(LC 26) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-411/157, 2-3=-199411499, 3-4=-2265/1952, 4-5=-2265/1952, 5-6=-1696/1483, 6-7=-1584/1436 i BOT CHORD 1-12=-69/386, 10-11 =-1 439/1734, 9-1 0=-1 483/1696 1 WEBS 2-11 =-1 423/1738, 3-11=-333/388, 3-10=-709/701, 4-10=-711/791, 5-10=-600/727, 5-9=-1170/1163, 6-9=-1855/2124, 2-12=-1804/1575 NOTES- 1) Unbalanced roof live loads have been considered for this design. 7) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-0-0, Exterior(2) 7-0-6 to 11-2-15; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 45) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable, of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=1441, 12=1728. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 254 lb down and 311 lb up at 7-0-0, 259 lb down and 307 lb up at 9-0-12, 252 lb down and 307 lb up at 11-0-12, i241 lb down and 307 lb up at 13-0-12, 241 lb down and 307 lb up at 15-0-12, and 243 lb down and 307 lb up at 17-0-12, and 259 lb down and 307 lb up at 19-0-12 on top chord, and 338 lb down and 174 lb up at 7-0-0, 47 lb down and 17 lb up at 9-0-12, 47 lb down and 17 lb up at 11-0-12, 47 lb down and 17 lb up at 13-0-12, 47 lb down and 17 lb up at 15-0-12, and 47 lb down and 17 lb up at 17-0-12, and 47 lb down and 17 lb up at 19-0-12 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 ,, ,, -C ER P No 22839 13 S iZE� �OF . J*fit O N Al �� %0 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 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 memberslonly. 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 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 1 May 16,2018 Job Truss Truss Type City Ply Peters Residence ' T14058122 J35975 G01G Half Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 b.Z tU s reD tZ Zu is wn r ere uwusures, uw. vveu wray lu vr-r — rV� ID:OuxrOcc59m8lpZnORHtUNVzGFvD-D6SmJetj?J752j89LT7XV 8wXPKXR73ikXaH6rzG?_1 LOAD CASE(S) Standard - 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-6=-90, 7-13=-20 Concentrated Loads (lb) Vert:3=-69(B) 8=-10(13) 11=52(B) 17=-69(B) 18=-69(B) 19=-69(B) 20=-69(B) 21=-69(B)23=-69(B) 24=-1O(B) 25=-10(B) 26=-1O(B) 27=-10(B) 28=-1O(B) 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 MiTeM connectors. This 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 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 2i2314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Peters Residence � T14058123 J35975 G02 Half Hip 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 1 8.210 s Feb 12 2W8 ml i etc industries, inc. vved May in 07:27:55 2018 rage t D:OuxrOcc59 m8lpZnO RHtU N VzG FvD-hl O8X_uLmcFygsj LuAem2Bg 65phOAW H szBJ geHzG?_o 6-5-7 12-5-2 18-4-14 6-5-7 5-11-11 5-11-11 Scale = 1:33.6 48 M18SHS = 5x5 3x6 II 4x4 = 3x6 — anv u LOADING (psf) SPACING- 2-D-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.86 TCDL 15.0 Lumber DOL 1.33 BC 0.38 BCLL 0.0 Rep Stress Incr YES WB 0.91 BCDL 10.0 Code FBC2017/TP12014 Matrix -AS DEFL. in (loc) I/dell L/d PLATES GRIP Vert(LL) -0.04 7-8 >999 240 MT20 244/190 Vert(CT) -0.09 7-8 >999 180 M18SHS 244/190 Horz(CT) -0.01 5 We n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=996/Mechanical, 8=996/0-1-7 Max Horz 8=348(LC 5) Max Uplift 5=-775(LC 5), 8=-680(LC 4) Max Grav 5=1111(LC 9), 8=1105(LC 9) i FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1280/764, 2-3=-1041/716, 3-4=-1041/716, 4-5=-1052/785, 1-8=-1038/694 BOT CHORD 7-8=-532/324, 6-7=-842/1098 WEBS 3-6=-640/519, 4-6=-883/1285, 1-7=-322/795 Weight: 107 lb FT = 0% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-5-7, Exterior(2) 6-5-7 to 10-8-6; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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 at joint(s) 8. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=775, 8=680. 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. ,,,,�IIIIIIIII///�/ `% Q,,jER P �. 'GENS' ,ti '%, No 22839 1110 * �6'-'O-? ' 4 Inn Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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 A� 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 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 fob r Truss Truss Type City Ply Peters Residence T14058124 J35975 G03 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 6.2 iv s ruu is cv io rvu i en MuUSMES, MC. y ..agc , ID:OuxrOcc59mBlpZnORHtUNVzGFvD-hlO8X—uLmcFygsjLuAem2Bg8UpaZAagszBJgeHzG?—o 4-4-8 8-5-7 13-3-7 18-4-14 4 4-8 4-1-0 4-9-15 5-1-7 4x4 � � 3x4 I I Scale = 1:35.7 F 3x4 = 3 I 10 4 11 5 • 6.00 12 4x4 s 2 9 0 N 3x4 II 1 12 13 85x5 = 7 6 US = 5x5 = g-5-7 18-4-14 8-5-7 9-11-7 Plate Offsets (X Y)— 16:0-2-8 0-3-01 (8:0-2-8 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.25 6-7 >876 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.81 Vert(CT) 0.45 6-7 >461 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 111 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-6 REACTIONS. (lb/size) 6=996/Mechanical, 8=996/Mechanical Max Horz 8=433(LC 5) Max Uplift 6=-812(LC 5), 8=-637(LC 4) Max Grav 6=1187(LC 9),8=1127(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1189/708, 3-4=-1029/737, 1-8=-273/287 BOT CHORD 7-8=-989/1166, 6-7=-571/784 WEBS 2-7=-178/323, 4-7=-259/384, 4-6=-11211850, 2-8=-1218/684 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.0psf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-5-7, Exterior(2) 8-5-7 to 12-8-6; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 •3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 Qt=lb) 6=812, 8=637. 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. 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 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 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. �� , • GENS . �L'�� No 22839 i 3 $ 441 • fit Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 MiTek" 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply Peters Residence i T14058125 J35975 G04 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 to io ivu i en uiuusuics, mu. vvcu May iv ur.4r.:,u ZU irage i I D:OuxrOcc59m8lpZnORHtUNVzGFvD-9VaXkKvzWwNpHOHYSu9?aPDFEC??v54?Cr3NAjzG?_n 5 4-8 10-5-7 184-14 54-8 5-1-0 7-11-7 48 M18SHS = Scale = 1:43.0 3x8 = 3 11 12 4 6.00 12 I 3x4 10 2 ci 4x6 1 I 4 m 8 7 6 13 5 3x6 II 3x4 = 3x8 = 4x6 II 5 5 4-8i 10-5 18 -1 5-4-8 5- 0 7-11-7 Plate Offsets (X Y)— 13:0-5-8 0-2-41 15:Edoe 0-3-81 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.10 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.48 Vert(CT) -0.19 5-6 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 114 lb FT = O% _LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-5, 4-6 REACTIONS. (lb/size) 5=996/Mechanical, 8=996/Mechanical Max Horz 8=520(LC 5) Max Uplift 5=-853(LC 5), 8=-591(LC 4) Max Grav 5=1231(LC 9), 8=1108(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1284/661, 2-3=-10D4/588, 3-4=-862/657, 4-5=-1077/868, 1-8=-1047/602 BOT CHORD 7-8=-612/326, 6-7=-992/1199 WEBS 2-6=420/415, 3-6=-276/341, 4-6=-830/1072, 1-7=-419/921 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-5-7, Exterior(2) 10-5-7 to 14-8-6; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4j All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 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 611=1b) 5=853,8=591. 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. P�� ER %% .. 1 No 22839 411 �EO : , i 00 AN .�N A /11��,, 111 n Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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 �t p building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 'yt iTek' is always required for stability and to prevent collapse with possible personal injury and properly damage,, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 1 ,lob 1 Truss Truss Type Q 7tyPly ResidenceT14058126 G05 Half Hip 1 1Peters Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MITek Industries, Inc. Wed May 16 07:27:57 2018 Page 1 1 I D:OuxrOcc59m8l pZnO RHtU N VzG FvD-dh8vxgwcH EVfvAsk0bgE7 cmVUcNoeSg9 QVoxjAzG?_m 6-4-7 ! 12-5-7 18-0-14 64-7 6-0-15 5-11-7 4x4 8 3x6 I I LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 4x4 = 3x8 = 13 CSI. DEFL. in (loc) I/deft Ud TC 0.67 Vert(LL) -0.04 5-6 >999 240 BC 0.38 Vert(CT) -0.07 7-8 >999 180 WB 0.78 Horz(CT) -0.01 5 n/a n/a Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 5=996/Mechanical, 8=996/Mechanical Max Horz 8=606(LC 5) Max Uplift 5=-897(LC 5), 8=-542(LC 4) Max Grav 5=1240(LC 9), 8=1098(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1294/580, 2-3=-805/415, 3-4=659/513, 4-5=-1124/906, 1-8=-1033/556 BOT CHORD 7-8=-723/397, 6-7=-985/1223 WEBS 2-6=-693/577, 3-6=-302/378, 4-6=-841/1070, 1-7=-301/866 Scale = 1:46.0 5 3x6 II PLATES GRIP MT20 244/190 Weight: 121 lb FT = O% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at micipt 4-5, 4-6 NOTES- j 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.upsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-5-7, Exterior(2) 12-5-7 to 16-8-6; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 .3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 Qt=lb) 5=897,8=542. 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. ,,`,{l{IIIIIIIIIJJJ -�ER P. FAN Jai G�E N No 22839 �:. S ITE ;F :4U i Walter P. Finn PE No.22839 MITek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing NliTek' 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, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Peters Residence 1 T14058127 J35975 G06 Half Hip 1 1 Job Reference o lional East Coast Truss, Ft. Pierce, FL 34946 �I 5x8 M18c 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:27:57 2018 Page 1 I D:OuxrOcc59m8lpZnO R HtUNVzGFvD-dh6vxgwcH EV fvAsk0bgE7cmTi cLseYi9QVoxjAzG7_m 7-4-7 14-5-7 i 184-14 � 7-4-7 7-0-15 3-1— 1-7 5x5 = 3x4 = Scale = 1:50.9 3 4 3x6 II 04 = 3x8 = 3x6 II I Plate Offsets (X Y)— fl:Edae,0-1-121, f3:0-3-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.06 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.50 Vert(CT) -0.12 6-7 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017f rP12014 Matrix -AS Weight: 128 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-5, 2-6. 3-6, 4-6 REACTIONS. (lb/size) 5=996/Mechanical, 8=996/Mechanical Max Horz 8=692(LC 5) Max Uplift 5=-943(LC 5), 8=-491(LC 4) j Max Grav 5=1187(LC 9), 8=1081(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1264/473, 2-3=-579/223, 3-4=440/355, 4-5=-1162/944, 1-8=-1010/508 BOT CHORD 7-8=-838/476, 6-7=-954/1210 WEBS 2-6=-933/722, 3-6=-374/457, 4-6=-901/1114, 1-7=-153/783 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-5-7, Exterior(2) 44-5-7 to 18-3-2; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. •1) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=943, 8=491. 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. -C ER P. No 22839 Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610. Date: May 16,2018 ®WARNING -Verity 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 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 ANSUTPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 I Job Truss Truss Type Qty Ply Peters Residence r T14058128 J35975 G07 Half Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:27:5B 2018 Page 1 5-8-2 5-4-10 5-4-10 1-11-7 4x6 = 3x4 = Scale = 1:59.3 I I 4 5 - 6.00112 3x4 ! 11 3 0 4x4 i c 2 10 4x4 11 1 9 13 7 6 8 12 5x5 = 3x4 = 3x8 = 3x6 II i 8-4-8 16-5-7 18.4-14 8-4-8 B-1-0 1-11-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.14 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.63 Vert(CT) -0.24 7-8 >901 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 141 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-6, 3-7, 4-7, 5-7 REACTIONS. (lb/size) 6=996/Mechanical, 9=996/Mechanical Max Horz 9=778(LC 5) Max Uplift 6=-974(LC 5), 9=439(LC 4) Max Grav 6=1280(LC 9), 9=1105(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown i TOP CHORD 1-2=-313/302, 2-3=-1156/431, 3-4=-321/59, 5-6=-1337/934, 1-9=-371/371 BOT CHORD 8-9=990/1289, 7-8=-648/868 WEBS 2-8=-369/468, 3-8=-360/592, 3-7=-1014/763, 4-7=-308/413, 5-7=-947/1328, 2-9=-1093/176 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCD i=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-5-7, Exterior(2) 1,6-5-7 to 18-3-2; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 47 Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. .) 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=lb) 6=974, 9=439. 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 - 11.6ty 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 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. ,,'C ,, F 4�, ER Pi No 22839 :•41j Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 m� MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job russ Truss Type Oty Ply Peters Residence f T74058129 135975 7G08 Roof Special 2 1 Job Reference ov tional East Coast Truss, Ft. Pierce, FL 34946 Run. o.civ. nn.. izu,v r„v,. a,.G.,. ,". �--." ..,._....., ._._._^•_-_._._,_. ID:OuxrOcc59m8IpZnORHtUNVzGFvD-YDA615cw1 DL?jj3CHVctnm2k310JosoVMgO4fFzFxp7 2-10-14 10-3-3 17-7-7 1Q-4-}4 r 2-10-14 7-4-6 7-4-5 0-9-7 13 6.00 12 1x4 II 3 4X6 <L 216 2x4 II 1 7 14 10 9 4x6 II 1x4 11 3x8 = , 1x4 II LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-11: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except 1-10: 2x4 SP No.2 CSI. TC 0.76 BC 0.87 WB 0.81 Matrix -AS 3x8 = 5x5 = 2x4 II 4 5 Scale = 1:60.9 124X4 = l 190 615 DEFL. in (loc) I/defl Ud Vert(LL) -0.21 7-8 >999 240 Vert(CT) -0.44 7-8 >489 180 Horz(CT) 0.07 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 135 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-7, 5-12, 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1047/Mechanical, 12=1 001 /Mechanical Max Horz 10=777(LC 5) Max Uplift 10=-417(LC 4), 12=-907(LC 5) Max Grav 10=1135(LC 9), 12=1350(LC 9) I FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shov✓n. TOP CHORD 1-2=-485/423, 2-16=-1166/280, 3-16=-1155/340, 3-13=-1336/701, 4 13=-1189/727, 8-1 0=-1 080/434, 6-12=-1350/907, 5-6=-301/214 BOT CHORD 7-8=-1346/1519 WEBS 2-7=-426/648, 3-7=-938/764, 4-7=-1092/1652, 4-6=-1409/1227, 2-8=-1221/336 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 17-7-7, Exterior(2) 17-7-7 to 18-3-2; cantilever left and right exposed Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 417 lb uplift at joint 10 and 907 lb uplift at joint 12. 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. LOAD CASE(S) Standard 11111/1j11, ER P, � ♦♦J'r.GENS* i No 22839 �?3 OF : .:441-ft " i sON A Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters andlproperly incorporate this design into the overall Lei 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 Residence f IPeters T14058130 J35975 G09 Monopitch � 4 1 Job Reference (optional) - i,,,. urea eee., 1a ».na.a0 oma oe,.e 1 East eoasti russ, rt. vierce, rL sq"o �U, �,..s ,. .,,,.,,,... ............__, ..._. ...,.. ...-1 ID:OuxrOcc59m8lpZnORHtUNVzGFvD-DBOLYSa5BoQeKOBaz12eOeMN 1 YhbY4VGm7mJSdzFxnt 2-10-14 10-6-2 18-4-14 _ 2-10-14 7-7-4 7-10-12 6.00 12 3x4 i Scale = 1:60.2 5 5x6 WB i /�I I 4X6 i 214 2x4 II 1 �I 1x4 II 10 9 3x4 = 1x4 II 4 3x4 7 12 3x4 13 6 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.88 Veft(LL) -0.24 7-8 >911 240 TCDL 15.0 Lumber DOL 1.33 BC 0.89 Vert(CT) -0.49 7-8 >445 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.06 12 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-11: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except' 1-10: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 10=1047/Mechanical, 12=1 001 /Mechanical Max Horz 10=832(LC 4) Max Uplift 10=-379(LC 4), 12=-833(LC 4) Max Grav 10=1134(LC 9), 12=1303(LC 9) PLATES GRIP MT20 244/190 Weight: 120 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-12. 3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-504/457, 2-14=-1150/207, 3-14=-1139/269, 6-12=-1303/833, 5-6=-358/281, 8-10=-1079/396, 1-8=-241/262 BOT CHORD 7-8=-1382/1541, 7-13=-727/1116, 6-13=-727/1116 WEBS 2-7=-443/683, 3-7=132/441, 3-6=-1394/910, 2-8=-1189/256 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., • GCpi=0.18; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 18-3-2; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 379 lb uplift at joint 10 and 833 lb uplift at joint 12. 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. LOAD CASE(S) Standard WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 22,314. `,%»11111////�'I eR P. 'DENS+ No 22839 A F • : �41/` Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 MiTek" 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Peters Residence t ! I T14058131 J35975 G10 Half Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 1b u/:zu:uu Zulu Hage 1 ID:OuxrOcc59m8IpZnORH1UNVzGFvD-1 Gp 1 ahyUa9uEmebJhkExIFO?8gllrtAb7T1 bKVzG?J 2-10-14 9-7-7 16-3-15 18�-14 2-10-14 6-8-9 6-8-9 2-0-15 4x6 = 3x4 = 4 5 9 o6 2x4 11 .11 10 3x4 = 15 3x8 = 6 46 II 1x4 II 3x8 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 1-11: 2x4 SP No.2 13 2x4 = 1 q Scale = 1:58.4 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.71 Vert(LL) -0.18 8-9 >999 240 MT20 244/190 BC 0.75 Vert(CT) -0.36 8-9 >600 180 WB 0.48 Horz(CT) -0.05 13 n/a n/a Matrix -AS Weight: 140 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13, 3-7, 4-7, 5-7 REACTIONS. (lb/size) 11 = 1 047/Mechanical, 13=1001/Mechanical Max Horz 11=772(LC 5) Max Uplift 11=-427(LC 4), 13=-940(LC 5) Max Grav 11=1147(LC 9), 13=1257(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-464/437, 2-3=-1227/393, 3-4=-376/67, 6-13=-1257/940, 5-6=-1238/908, 9-11 =-1 092/444, 1-9=-235/271 i BOT CHORD 8-9=-1319/1494. 7-8=-839/1171 1 WEBS 2-8=-341/574, 3-8=-139/389,3-7=-1190/832,4-7=-400/486,5-7=-972/1261, 2-9=-1190/315 NOTES- ,,,�II111111111�I 1) Unbalanced roof live loads have been considered for this design. ♦♦♦ E t P R �J, 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. Il; Exp D; Encl., to 3-1-12, Interior(1) 3-1-12 to 16-3-15, Exterior(2) 16-3-15 to 18-3-2; left and right ♦ gyp,.,,.....: 1,�t-,� E N �•. 'Y �� GCpi=0.18; C-C Exterior(2) 0-1-12 cantilever `♦♦ �!✓ S exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. No 22839 • ol) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Refer for truss to truss ' i -33 S 4411 to girder(s) connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) O ��'�• Q.•�\��♦ 11=427, 13=940. be directly to the top 1/2" ( Q 4# R 1 9) This truss design requires that a minimum of 7/16" structural wood sheathing applied chord and gypsum \� ♦♦ ';�,``♦♦♦♦ sheetrock be applied.directly to the bottom chord. /ON A; Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 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 Peters Residence 1 T14058132 J35975 G11 Half Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek, Industries, Inc. Wed May 16 07:28:01 2018 Page 1 ID:OuxrOcc59m8lpZnORHtUNVzGFvD-VSNQn 1 z6LSO5OnAVFRIAHSwCBDgBaMSkL7m8sxzG?—i 2-10-14 %-7 14-3-15 18-4-14 2-10-14 5 8-9 5 8 9 4-0-15 4x6 = 3x4 = 4 5 2x4 13 2x4 = �� 11 10 3x4 — 3x8 = 6 4x6 I 1x4 I 3x8 = Scale = 1:52.3 Plate Offsets KY)— 19:0-4-8,0-1-81 110:Edae.0-3-81 LOADING (psf) SPACING- 2-0-0 - CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.12 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.61 Vert(CT) -0.25 8-9 >879 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.04 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 132 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 10-12: 2x4 SP No.3 WEBS 1 Row at micipt 5-13, 3-7, 5-7 WEBS 2x4 SP No.3 *Except* 1-11: 2x4 SP No.2 REACTIONS. (lb/size) 11=1047/Mechanical, 13=1 001 /Mechanical Max Horz 11=687(LC 5) Max Uplift 11=-479(LC 4), 13=-891(LC 5) Max Grav 11=1133(LC 9), 13=1190(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=422/427, 2-3=-1252/529, 3-4=595/269, 4-5=-472/372, 6-13=-1190/891, 5-6=-1150/893, 9-11=-1078/495, 1-9=-260/288 BOT CHORD 8-9=-125111408, 7-8=-914/1182 WEBS 2-8=242/454, 3-8=-126/329, 3-7=-943/716, 4-7=-282/347, 5-7=866/1091, 2-9=-1132/364 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL;=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-3-15, Exterior(2): 14-3-15 to 18-3-2; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. .4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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=lb) 11=479, 13=891. 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. ,,�/llllllf/II % ER P. . N � No 22839 i .0�,0�� .•. C O R 1 O P N% to 11111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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 verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage., For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Peters Residence r T14058133 J35975 G12 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 Run: 8.210 s Mar 12 2018 Print: 8.200 s Nov 30 2017 MiTek Industries, Inc. Wed May 16 12:06:54 2018 Page 1 ID:OuxrOcc59m81pZnORHtUNVzGFvD-WpSQaftgXARECiOBNLTG?hMTTD??AveoHsablEzFxnV 2-10-14 6-3-12 7-7-7 12-3-15 18-4-14 2-10-14 %1 -14 1-3-11 4-B-9 6-0-15 5x5 ixv n r 10 9 44 = 7x8 = lx4 II 5x5 = 15 4x4 = 21 = I 16 12 3x8 = Scale = 1:45.7 Plate Offsets (X Y)— 11:0-2-4 0-2-01 13'0-3-0 0-2-81 18:0-0-0 0-1-121 19:Edoe 0-3-81� 110:Edoe.0-5-41. 110:0-1-12,0-0-01 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.11 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.40 Vert(CT) -0.21 9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 122 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 9-11: 2x4 SP No.3 WEBS 1 Row at midpt 4-12. 4-6 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1047/Mechanical, 12=1001/Mechanical Max Horz 10=600(LC 5) Max Uplift 10=-530(LC 4), 12=-845(LC 5) Max Grav 10=1149(LC 9). 12=1239(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-1 3=1 477/686, 2-13=-1377/715, 2-14=-872/414, 3-14=763/457, 3=.15=-720/549, 4-15=-720/549, 5-12=-1239/845, 4-5=-1120/853, 8-1 0=-1 094/547, 1-8=-1034/570 BOT CHORD 7-8=-1035/664, 6-7=-1101/1385 WEBS 3-6=-276/346, 4-6=-847/1095, 2-6=-787/650, 1-7=-116/788 NOTES- I 1) Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., ,`��111111111/��,, -DER P. .2) GCpi=0.18; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-3-15, Exterior(2) 12-3-15 to 16-6-14; cantilever left and right Lumber DOL=1.60 DOL=1.60 ,�� `Q.. ...... /'V V E N S+ ••. �/ �� exposed ; plate grip drainage �� Ci 3) Provide adequate to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. . 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 228'39 •. . ' in 3-6-0 tall by 2-0-0 * :� * 6) This truss has been designed for a live load of 20.Opsf on the bottom chord all areas where a rectangle wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to for truss to truss connections. '• girder(s) 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 530 lb uplift at joint 10 and 845 lb uplift at F IJJ joint 12. 9) This design that 7/16" be directly to the top 1/2" .1.. �� • (Q Q.'• truss requires a minimum of structural wood sheathing applied chord and gypsum sheetrock be applied directly to the bottom chord. • R Q \�,� j �s .. • `� G N A; LOAD CASE(S) Standard 00 ��/tO Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must veriy, the applicability of design parameters and properly incorporate this design into the overall Welk' 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 ANSIfrPl1 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 Clty Ply Peters Residence T14058134 J35975 G13 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:28:02 2018 Page 1 I D:OuxrOcc59m8lpZnOR HtUNVzGFvD-_exo? N_k6m8y?xl ip8GPggTK2dyyJkB uan WIO NzG?_h 2- 0- 10-3-15 14-2-11 18-4-14 2-10-14 7-5-1 3-10-11 r 4-2-3 6.00 12 13 4x6 i 2 17 2x4 II 1 3x8 = tx4 I 10 9 4x6 II tx4 II 4x8 M18SHS = 3x8 = 3x4 = 4 14 15 16 2x4 II 4x4 = Scale = 1:42.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.23 7-8 >928 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.89 Vert(CT) -0.48 7-8 >456 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(CT) 0.06 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 118 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 "Except' BOT CHORD Rigid ceiling directly applied. 9-11: 2x4 SP No.3 WEBS 1 Row at midpt 5-12, 4-6 WEBS 2x4 SP No.3 *Except* 1-10: 2x4 SP No.2 REACTIONS. (lb/size) 10=1047/Mechanical, 12=1 001 /Mechanical Max Horz 10=514(LC 5) Max Uplift 10=-579(LC 4). 12=-801(LC 5) Max Grav 10=1168(LC 9), 12=1207(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown: TOP CHORD 1-2=-486/225, 2-3=-1168/602, 3-4=-978/712, 6-12=-1207/801, 8-10=4112/595 BOT CHORD 7-8=-1315/1484, 6-7=-452/634 WEBS 2-7=-524/623, 3-7=-160/302, 4-7=-494/655, 4-6=-1098/805, 2-8=-141 O%875 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-3-15, Exterior(2) 10-3-15 to 14-6-14; cantilever left and right • exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. S) 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, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=579,12=801. 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. ��P•'GENS. N�ei�� 4.4 • �'� c�' No 22839 71C ; •. 7f 0:. S A F :�� i • ,O N I1111 Walter P. Finn PE No22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' l iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the `AA 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 Qty Ply Peters Residence r T14058135 J35975 G14 Half Hip 1 1 Job Reference (optional) East Coast Truss, I-t. Pierce, FL'34V46 o.c iv s rav r< <v ro rvu r cn uruu-u two, II- -. ,vmy agc , I D:OuxrOcc59m8lpZnORHtUNVzGFvD-SrVACj_Mt4Gpd5KuMsneMtOWP 1 M?29Q 1 pRFFwpzG?_g 2-10-14 8-3-15 13-4-7 18-4-14 2-10-14 5-5-1 5-0-7 5-0-7 4x8 = Scale = 1:35.9 I I = 1 x4 3x4 3 15 4 5 - 6.00 12 4x6 i 14 e 2 16 2x4 11 1 q I d i 6 I 1x4 II 8 7 13 10 3x4 = 3x8 = 11 2x4 = 4x6 11 lx4 II 3x8 = 2-10-14 8-3-15 13-4-7 18-4-14 2-10-14 5-5-1 5-0-7 5-0-7 Plate Offsets (X Y)— 13.0-5-4 0-2-01 19'0-4-8 0-1-81 110'Edue 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.12 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.58 Vert(CT) -0.24 8-9 >908 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.04 13 TIM n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 118 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied. 10-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 1-11: 2x4 SP No.2 REACTIONS. (lb/size) 11 =1 047/Mechanical, 13=1 001 /Mechanical Max Horz 11=428(LC 5) Max Uplift 11=-624(LC 4), 13=-761(LC 5) Max Grav 11=1155(LC 9), 13=1129(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-417/284, 2-3=-1274/773, 3-4=-855/596, 4-5=-855/596, 6-13=-1129/761, 5-6=-1073/768, 9-11 =-1 099/641 BOT CHORD 8-9=-1193/1331, 7-8=-836/1104 WEBS 2-8=-253/389, 3-8=-106/310, 3-7=-352/339, 4-7=-534/450, 5-7=-838/1196, 2-9=-1228/799 NOTES- 1) Unbalanced roof live loads have been considered for this design. 12) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-3-15, Exterior(2) 8-3-15 to 12-6-14; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. -4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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=lb) 11=624,13=761. 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. V- GENS' No 22839 A OF is Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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 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 ANSIITPII IQuality 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 Peters Residence T14058136 J35975 K01 Monopitch 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:28:03 2018 Page 1 ID:OuxrOcc59m8lpZnORHtUNVzGFvD-SrVACj Mt4Gpd5KuMsneMt0d81Sa2151pRFFwpzG?_g 17-6-12 7-6-12 aI 3x4 i 11 2x4 = 5 1x4 II 6.00 3x12 = 3x4 = 6x6 = 10 0 I� Scale = 1:24.7 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.28 BC 0.23 WB 0.22 Matrix -AS DEFL. in Vert(LL) -0.01 Vert(CT) -0.02 Horz(CT) -0.00 (loc) I/defl Ud 4-5 >999 240 4-5 >999 180 10 n/a nra PLATES GRIP MT20 244/190 Weight: 46 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x8 SP No.2 REACTIONS. (lb/size) 5=607/1-0-0, 10=142/0-6-12 Max Horz 5=405(LC 4) Max Uplift 5=-924(LC 4), 10=-111(LC 5) Max Grav 5=642(LC 9), 10=240(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when show . TOP CHORD 1-2=-553/218 BOT CHORD 1-5=-144/546 WEBS 2-5=-572/725 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-9-12; cantilever left and right exposed ; Lumber DOL=1.60 plate grip 2) Plates checked for a plus or minus 0 degree rotation about its center. t •3) ��`-� ER ►P , 11. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ....... V E N + �•. �L �� 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 ,�� G '• �' ••• �i will fit between the bottom chord and any other members. �� 5) Bearing at joint(s) 10 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Build ing.designer should verify No 22839 capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=924,10=111. 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 -Az Z F1 sheetrock be applied directly to the bottom chord. O ;� JCA �` % ►nn� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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, avid 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 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 Job Truss Truss Type ' Qty Ply Peters Residence T14058137 J35975 K02G Half Hip Girder _ 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:28:04 2018 Page 1 I D:OuxrOcc5gm8lpZnORHtUNVzGFvD-wl3YP3??eNOgFFv4wZltv5YIgRnHnnLB 15?oTGzG?_f 2to 3-8-1 6-11-4 7-6-12 2.6-0 1-2-1 3-3-3 0-7-8 Scale = 1:23.1 3 4 6.00 12 3x8 11 v 6,6 �1 1 7Li Io 2x4 = LOADING (pst) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except` 3-5: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except` 2-6: 2x6 SP No.2 OTHERS 2x8 SP No.2 REACTIONS. (lb/size) 6=590/1-0-0, 7=275/0-6-12 Max Horz 6=456(LC 5) Max Uplift 6=-896(LC 4), 7=-549(LC 5) Max Grav 6=623(LC 27), 7=705(LC 24) 6 2x4 11 3x4 = CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.48 Vert(LL) -0.01 5-6 >999 240 MT20 2441190 BC 0.26 Vert(CT) -0.02 5-6 >999 1 BO WB 0.09 Horz(CT) -0.00 7 n/a n/a Matrix -MS Weight: 46 lb FT = 0% BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-552/213 BOT CHORD 5-7=-167/420, 3-7=-406/544, 1-6=-1361646 WEBS 2-6=-553/696 NOTES- 1) Unbalanced roof live loads have been considered for this design. 1 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., • GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-9-12, Exterior(2) 6-9-12 to 7-3-2; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. §) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 7 considers parallel to grain value using ANSlrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. ' 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=896, 7=549. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 244 lb down and 281 lb up at 6-9-12 on top chord, and 293 lb down and 179 lb up at 6-9-12, and 56 lb down and 9 lb up at 6-9-12 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=1.33, Plate Increase=1.25 -'0111111111Iit'I "-�eR P GEIVS• . �ji .� No 22839 ORX Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 rye is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Peters Residence T14058137 J35975 K02G Half Hip Girder 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-90, 3-4=-90, 5-8=-20 Concentrated Loads (lb) Vert: 3=-107(B) 5=32(B=54) 8.210 s Feb 12 2018 Mi I eK Industries, Inc. vvea may I U/:Zb:U4 Zu i b rage z I D:OuxrOcc59m8lpZnORHtUNVzGFvD-w13YP3??eNOgFFv4wZItv5YIgRnHnnLB 15?oTGzG?_f WARNING -Verily 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 r� i� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Residence r T14058138 �,Peters J35975 M01G Half Hip Girder 1 1 ob Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:28:05 2018 Page 1 ID:OuxrOcc59m8lpZnORHtUNVzGFvD-ODdwdPOdPhWXtPUGUHp6R15vCr87WD3KGIkM?izG? e 3-8-7 7-0-0 3-8-7 3-3-9 1-8-11 2x4 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-7: 2x6 SP No.2 REACTIONS. (lb/size) 5=264/Mechanical, 7=815/0-8-0 Max Horz 7=434(LC 5) Max Uplift 5=-503(LC 5), 7=-1040(LC 4) Max Grav 5=599(LC 16), 7=931(LC 18) 4x4 = 3x4 = 3x8 = 3x6 11 Scale = 1:24.8 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.56 Vert(LL) -0.01 6-7 >999 240 MT20 244/190 BC 0.22 Vert(CT) -0.02 6-7 >999 180 WB 0.19 Horz(CT) -0.00 5 n/a n/a Matrix -MS Weight: 52 lb FT = 0% BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1 except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown, TOP CHORD 1-2=-622/391, 2-3=-296/72, 4-5=-589/477 BOT CHORD 1-7=-273/585, 6-7=-396/393 WEBS 2-6=-357/403,3-6=-373/542,4-6=487/622, 2-7=-851/861 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-0-0, Exterior(2) 7-0-0 to 8-6-15; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. U) 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 Gt=lb) 5=503,7=1040. I 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 295 lb down and 319 lb up at 7-0-0 on top chord, and 136 lb down and 150 lb up at 0-0-0, and 338 lb down and 174 lb up at 7-0-0 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-4=-90, 5-8=-20 Concentrated Loads (lb) Vert: 3=-69(B) 6=52(B) 8=-1 17 �,`� ER 1P % 111 F/. ��i �O` � • •DENS• •: �. No 22839 r � • A F 110 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and �is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and 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 Peters Residence t T14058139 J35975 MAGTO1 Roof Special Girder 1 Job Reference o tional East Coast TfUSS, Ft. Pierce, FL 34946 I o.c ru s r is <u io wVzGFn i D-c m.. .... ,.,or ID:OuxrOcc59m8lpZnORHIUNvool3FQ2Vicu6ksCr9PNp3xjLW26ijOomyjzOcl zG?_b 3ri9-0 4-5-6 1-7.8 12-9-7 10.11-7 20-7-7 2-7.7 2,121 0 29-0.9 32-10-13 4-10 41 12 2 4-58 42-0 4-2-0 4-2-0 3=8-0 2-0-0 3-2-9 34-9 3-10-0 1-11-3 -11-0 41-12 6x8 M18SHS = 5x5 = 3x8 = 5x6 — 5x5 = 8 299 30 10 5 8 7 6.00 12 2x4 II 3x6 4 3 3x4 4x16 Z/ 1 r u ' 32 33 34 3 " 26 31 25 24 3 22 41 442 7x8 = 6x6 = 6x6 = 4x8 = HUS26 12xl HUS26 HUS26 HUS26 8x8 = HUS26 HUS26 HUS26 HUS26 HUS26 F HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HL HUS26 4x4 11 4x6 6x8 = 12 6x8 = Y 6x8 = 13 28 1 I3 496 20 08 19 598 117 52 5516 tot 15 56 57 58 4 580 7x10 = 2x4 II 6x8 = 4x6 = HUS26 3x6 II HUS26 4x8 =HUS26 HUS26 6x6 = HUS26 ;26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 !6 HUS26 HUS26 HUS26 HUS26 HUS26 36-9-0 Scale = 1:103.8 Plate Offsets (X,Y)-- [1:0-3-12,0-2-0], [5:0-5-0,0-2-0], [7:0-1-12,0-2-8],[8:0-2-8,0-2-4],I[10:0-3-0,0-2-0], [12:0-1-12,0-2-0], [13:0-10-4,0-0-12], [14:0-4-4,0-1-8], [15:0-2-4,0-4-0], [17:0-4-0 0-4-81 120.0-3-8 0-4-81 122:0-2-0 0-4-121 f24:0-3-0 0-4-81 125:0-2-0 0-4-41 126:G-4-0 0-4-81 f27:0-4-0.0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)- Ildefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.14 22-24 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.42 Vert(CT) -0.18 22-24 >999 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WE 0.95 Horz(CT) 0.02 15 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 1417 lb FT = 0% LUMBER- i BRACING - TOP CHORD 2x4 SP No.2 `Except' I TOP CHORD 10-13: 2x6 SP DSS BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3 *Except* BOT CHORD 12-15,1-26: 2x8 SP No.2, 7-21: 2x4 SP No.1, 5-21,5-22: 2x4 SP No.2 OTHERS 2x8 SP No.2 REACTIONS. All bearings 0-8-0 except (jt=length) 26=1-4-0, 15=0-5-8, 28=0-6-12. (lb) - Max Horz 26=426(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 21=-13954(LC 5), 26=-3921(LC 4). 15=-7233(LC 4), 28=-913(LC 5) Max Grav All reactions 250 lb or less at joint(s) except 21=25157(LC 18), 26=7040(LC 19), 15=13522(LC 19), 28=2113(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8983/5033, 2-3=-7668/4214, 3-4=-3752/2090, 4-5=-3846/2303, 5'6=119612459, 6-7=-122412514, 7-8=-2175/1344, 8-9=-1952/1248, 9-10=-3211/1979, 10-11=-3558/2073, 11-12=-1926/1141, 12-13=-283/91, 1-26=-6230/3564, 14-27=922/1990, 13-27=-922/1990, 6-21=-1371/840 SOT CHORD 25-26=-862/975, 24-25=-4716/8045, 22-24=3840/6824, 21-22=-1614/1108, 20-21=174/300, 19-20=1316/2784, 17-19=-1316/2784, 16-17=-640/1418, 14-15=-135/291 WEBS 2-25=965/1253, 2-24=-1550/1197, 3-24=-3329/5867, 3-22=-5822/3381, 4-22=-5201511. 7-20=-4475/8441, 8-20=-462/695, 9-20=-3608/2065, 9-19=-1160/2288,19-17=-548/888, 10-17=744/1136, 11-17=-1879/3748, 11-16=-3786/2020, 12-16=-2798/5138, 12-15=-6868/3835,1-25=-4031/7347,7-21=-9530/5196,5-21=-8735/5095, 5-22=-6946/12110, 13-28=-2123/918 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Except: 1 Row at midpt 6-21 Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22,20-21. NOTES- 1) 3-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, 2x8 - 2 rows staggered at 0-9-0 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, 2x8 - 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-3-10 to 4-5-8, Interior(1) 4-5-8 to 16-11-7, Exterior(2) 16-11-7 to 26-8-8, Interior(1) 26-8-8 to 40-1-12; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 -C ER'P No 22839 . 67::50F 'f'S 00 N A� E��' Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: z0ff if e@ i 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 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 r buildingdesign. 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 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 223 11 4. Tampa, FL 36610 May 16,2018 Job Truss Truss Type City Ply Peters Residence � T14058139 J35975 MAGT01 Roof Special Girder 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wea may 1b uf:zts:uts Cults rage ID:OuxrOcc59m8ipZnORHtUNVzGFvD-ool3FQ2vcu6ksCr9PNp3xjLW26ijOomyjzOclzG? b NOTES- ! 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 10) Bearing atjoint(s) 21, 28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13954 lb uplift at joint 21, 3921 lb uplift at joint 26, 7233 lb uplift at joint 15 and ' 913 lb uplift at joint 28. 12) Use Simpson Strong -Tie HUS26 (14-1Od Girder, 6-1 Od Truss, Single Ply Girder) or equivalent at 5-0-12 from the left end to connect truss(es) to front face of bottom chord. 13) 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 7-0-12 from the left end to 39-0-12 to . connect truss(es) to front face of bottom chord. 14) Use Simpson Strong -Tie HUS26 (14-1 Od Girder, 4-1 Od Truss, Single Ply Girder) or equivalent spaced at 2-10-8 oc max. starting at 1-8-12 from the left end to 38-7-4 to connect truss(es) to back face of bottom chord. 15) Use Simpson Strong -Tie HUS26 (14-1Od Girder, 6-1 Od Truss, Single Ply Girder) or equivalent at 10-7-4 from the left end to connect truss(es) to back face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) i Vert: 1-5=-90, 5-7=-90, 7-8=-90, 8-10=-90, 10-13=-90, 14-26=-20 Concentrated Loads (lb) Vert: 22=-2216(F=-976,B=-1240)20=-2216(F=-976,B=-1240)17=-2216(F-976,B=-1240)16=-976(F)15=-2216(F=-976,B=-1240)31=-894(B)32=-896(B) 33=1286(F) 34=-896(B) 35=-976(F) 36=-896(B) 37=-976(F) 38=-896(B) 39=-1842(B) 40=-976(F) 41=-1240(6) 42=-976(F) 43=-1240(B) 44=-976(F) 45=-1240(B) 46=-976(F)47=-1240(B)48=-976(F)50=-1240(B)51=-976(F)52=-1240(B)153=976(F)54=-1240(B) 55=-976(F) 56=1240(B) 57=-1240(B) 58=-976(F) 59=-1240(B) 60=-976(F) ,& 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 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 iw 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 ANSIITPI1 /quality Criteria, DSB-89 and BCSI Building Component �6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Peters Residence F T14058140 J35975 MAGT02 Roof Special Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, f-L'3494ti 0.4 iu s rcu 14 — io wn i en a wuou ion, a ��. ..o- "..' , �, , � , , oy� , I D:OuxrOcc59mBlpZnORHtUNVzGFvD-IBQpg641DD8pzAMEHgPH8Moi3soDBLW3QOS7gvzG?—Z 4-9-10 9-0-0 13-6-0 15-6-14 20-8-0 25-1-1 29-6-3 29�1Q-0 34-2-2 4-9-10 4-2-6 4 6-0 2-0-14 5-1-2 4-5-1 4-5-1 0-�-]3 4-4_, 2 1.50 12 Scale = 1:58.5 4x8 = 4x4 — � 3x4 1 x4 I 2x4 II 7 8 6x8 = 5 6 _ 4x8 46 = 4 g 5x12 = 3x4 = 3 10 48 = 22 2 1 I 21 19 23 24 18 25 26 27 28 17 29 30 31 32 16 33 34 IS 36 3715 38 39 40 41 42 1413 43 44 45 46 12 47 48 49 11 50 3x6 I I NAILED 7x6 = HUS26 6x6 = HUS26 7x16 M18SHS = HUS26 6x6 = HUS26 HUS26 7x8 = HUS26 HUS26 5x6 = 3x8 I I HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 H S26 HUS26 HUS26 HUS26 HUS26 5x6 = HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 I HUS26 HUS26HUS26 HUS26 HUS26 Plate Offsets (X,Y)— [10:0-3-0,0-2-12], [12:0-2-4,0-2-12], [13:0-2-3,0-2-8], [14:0-2-0,0-4-12], [15:0-2-0,0-4-8], [16:0-8-0,0-4-8], [17:0-3-0,0- -4], [18:0-3-0,0-4-0], [20:0-4-0 0-0-BI LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.10 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.42 Vert(CT) -0.18 14-15 >999 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.75 Horz(CT) 0.01 12 n/a n/a BCDL 10.0 Code FBC2017f rPI2014 Matrix -MS I Weight: 663 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3 *Except* BOT CHORD 5-15,9-14: 2x4 SP No.2, 9-12,1-19,4-16: 2x8 SP No.2 OTHERS 2x8 SP No.2 REACTIONS. All bearings 0-8-0 except (jt=length) 16=0-6-8, 12=0-4-8, 21=0-6-12. (lb) - Max Horz 19=96(LC 4) Max Uplift All uplift 100 lb or less atjoint(s) except 19=-1925(LC 4), 16=-6902(LC 4), 12=-4366(LC 5), 21=-367(LC 1) Max Grant All reactions 250 lb or less at joint(s) 21 except 19=3509(LC 19), 16=17972(LC 1), 12=12097(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6956/3806, 2-3=-2747/1352, 3-4=-3058/7151, 4-5=3026/7135, 5-7=-4082/1066, 7-8=-5532/1856, 8-9=-5541/1808, 9-10=-903/2669, 1-19=2752/1598, 11-20=-585/1394, 10-20=-585/1394 BOT CHORD 18-19=-551/859, 17-18=-3831/6892, 16-17=-134812709, 15-16=-2385/1321, 14-15=-1145/4180,12-14=-2618/907 +NEBS 5-16=-8867/3307, 5-15=-3061/8711, 7-15=-482/495, 7-14=-763/1743„8-14=-521/381, 9-14=-3000/9222, 9-12=-5948/2116, 10-12=-2979/1076, 4-16=494/274, 2-18=-1305/2090, 3-17=-2448/5663, 1-18=-3396/6260, 2-17=-4650/2695, 3-16=-10822/4922. 10-21=-14/382 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. +NOTES- 1) 3-ply truss to be connected tog ether with 1Od (0.131"xY) 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 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 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 IF) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-3-10 to 3-8-11, Interior(1) 3-8-11 to 33-5-12; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •GEIVg• • ti �. No 22839 OR kV 11/111111110% Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 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, ana is for an individual building component, notri a truss system. Before use, the building designer must vefy 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 iw 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 1 May 16,2018 Job Truss Truss Type Qty Ply Peters Residence ) T14058140 J35975 MAGT02 Roof Special Girder 1 q J Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 d.z,u s ta. lZ ZU'I. IVII I at, Ir1GU5lIle5,.urc. vveu mdy io ur.co. iv <u io rdyc c I D:OuxrOcc59m81pZnORHtUNVzGFvD-IBQpg641DDBpzAMEHgPH8Moi3soDBLW3QOS7gvzG?_Z NOTES- 9) Bearing at joint(s) 21 considers parallel to grain value using ANSl1TP1 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1925 lb uplift at joint 19, 6902 lb uplift at joint 16, 4366 lb uplift at joint 12 and 367 lb uplift at joint 21. 11) Use Simpson Strong -Tie HUS26 (14-10d Girder, 6-1 Od Truss, Single Ply Girder) or equivalent at 5-0-12 from the left end to connect truss(es) to front face of bottom chord. 12) 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 7-0-12 from the left end to 33-0-12 to connect truss(es) to front face of bottom chord. 13j Use Simpson Strong -Tie HUS26 (14-1Od Girder, 4-1 Od Truss, Single Ply Girder) Ir equivalent spaced at 2-0-0 oc max. starting at 2-4-12 from the left end to 32-4-12 to connect truss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"0.25") toe -nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-90, 7-10=-90, 11-19=20 Concentrated Loads (lb) Vert: 15=-859(F) 14=-859(F) 18=-1264(F) 17=-859(F) 23=-976(B) 24=-9(F) 25=-976(B) 26=-976(B) 27=-859(F) 28=-976(B) 29=-976(B) 30=-859(F) 31=-1032(B) 32=-859(F) 33=-1032(B) 34=-859(F) 35=-1032(B)36=-859(F)37=-1032(B)138=-1032(B)39=-859(F)40=-1032(B)41=-859(F)42=-1032(B)43=-1032(B)44=-859(F) 45=-1032(B) 46=-859(F)47=-1032(8)48=-859(F)49=-1032(B)50=-864(F)' 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 chard members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage.! For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and 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 Peters Residence T14058141 J35975 MG01 Half Hip Girder 1 1 Job Reference o tionall East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:28:11 2018 Page 1 I D:OuxrOcc59m81pZnORHtUNVzGFvD-DN—BtS50_XGgbKxQgXwWhZLz5F5wwr4CegBgCMzG?_Y 3-5-0 6.6-8 6-Q-11 3-5-0 3-1-8 0-2-3 2x3 6 6x6 _ 6x6 = 3x8 11 1 HUS26 Scale = 1:27.9 Plate Offsets (X Y)— 14:0-3-0 0-4-41 15:0-3-0 0-4-81 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.58 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 49 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 1-6: 2x6 SP No.2 REACTIONS. (lb/size) 6=1415/0-8-0, 4=1977/Mechanical Max Horz 6=398(LC 4) Max Uplift 6=-697(LC 4). 4=-1230(LC 5) Max Grav 6=1415(LC 1), 4=2038(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1390/592, 1-6=-1086/563 BOT CHORD 5-6=-527/332, 4-5=-800/1261 WEBS 2-5=-579/1288,2-4=-1640/1042,1-5=-343/1059 Structural wood sheathing directly applied or 4-10-14 oc purlins, except end verticals. Rigid ceiling directly applied or 8-0-12 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterjor(2) 0-2-12 to 3-5-0, Interior(1) 3-5-0 to 6-6-15; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is • the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 697 lb uplift at joint 6 and 1230 lb uplift at joint 4. 8) Use Simpson Strong -Tie HUS26 (14-1Od Girder, 4-1 Od Truss, Single Ply Girder) or equivalent at 6-0-12 from the left end to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 896 lb down and 425 lb up at 2-0-12, and 896 lb down and 425 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. j 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=1.33, Plate Increase=1.25 ♦� �. 'OE1V3 •�L'•� No 22839 �13 NrZ S 4 R 1 p P' GN rrrrnn��` Walter P. Finn PE Nc.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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 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 Peters Residence T14058141 J35975 MG01 Half Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-90, 4-6=-20 Concentrated Loads (lb) Vert: 7=-896 8=-896 9=-901(F) S.z iu s t-e0 -i z zu io Ivu i etc rnuusunis, uiu. vvuu iviay to V /.GO. r 1 <u Io ray. < I D:OuxrOcc59m8lpZnORHtUNVzGFvD-DN_BtS50_XGgbKxQgXwWhZLz5F5wwr4CegBigCMzG?_Y A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mi reM connectors. This 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 Kv ff 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 ANSfITPI1 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 Peters Residence t T14058142 J35975 MV2 Valley 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x3 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:28:11 2018 Page 1 I D:OuxrOcc59 mBI pZnO RHtU N VzGFvD-D N_BtS50_XG gbKxQgXwWhZL 13F EcwzRCeg Bg C MzG?_Y 2-0-0 1 2-0-0 Scale = 1:7.8 2x3 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr . YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 6 lb FT = O% 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=68/2-0-0, 3=68/2-0-0 Max Horz 1=102(LC 4) Max Uplift 1=-62(LC 4), 3=-113(LC 4) Max Grav 1=79(LC 9),3=93(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-sec6nd gust) Vasd=132mph; TCDL=9.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or, rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ' 41) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 1 and 113 lb uplift at joint 3. �%,�•� ER ,P r 1111 J��P••GENS• No 22839 • ' S 00. �. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall• building design. Bracing indicated is to prevent buckling of individual truss web 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 anclAruss 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 Oly Ply Peters Residence � T14058143 J35975 MV4 Valley 3 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 2x3 i SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.74 Lumber DOL 1.33 BC 0.21 Rep Stress Incr YES WB 0.00 Code FBC2017/TP12014 Matrix-P REACTIONS. (lb/size) 1=178/4-0-0, 3=178/4-0-0 Max Horz 1=267(LC 4) Max Uplift 1=-161(LC 4), 3=-295(LC 4) Max Grav 1=208(LC 9), 3=244(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-212/305 o.cwsreu izzuioIvniuKniu—i—,uw, vvcurray ro�r.w.raauiv U. ID:OuxrOcc59m8lpZnORHtUNVzGFvD-haYa5o5Olf0XCUWdOFRIEnu2hfW1 dt;MtKx lozG?_X 4-0-0 4-0-0 6.00 12 2 2x3 11 2x3 11 3 DEFL. in (loc) I/defl L/d Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a Scale = 1:12.8 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2); 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 orl rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors: 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all arieas 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 161 lb uplift at joint 1 and 295 lb uplift at joint 3. ' ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 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 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. o,,�.�ER 1P No 22839 ►"�� :XX 40 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Peters Residence T14058144 J35975 MV6 Valley 3 1 ' Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc, wed may Ili ut:Ltmz zui8 rage i ID:OuxrOcc59mBlpZnORHIUNVzGFvD-haYa5o5OlrOXCUWdOFRIEnulPfRCfQhMtKxElozG? X 6-0-0 6-0-0 Scale = 1:17.7 2 T 4x4 I� 6.00 12 3 3x3 i 3x6 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES - GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.51 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix-S Weight: 21 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=288/6-0-0, 3=288/6-0-0 Max Horz 1=389(LC 5) Max Uplift 1=-252(LC 4), 3=-458(LC 5) Max Grav 1=335(LC 9), 3=392(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-310/436 1 NOTES- I 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.0psf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 5-10-4; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60t 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦♦ -� �R P 16) ' 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. �� G E 1'V $ ••• ti �� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252 lb uplift at joint 1 and 458 lb uplift at :� �' �•�•. �j joint 3. No 22839 71C ; : 7tr % fell Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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 isbased 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 �iTek'+ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing B is always required for stability and to prevent collapse with possible personal injury and property damage'. For general guidance regarding the q 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 Type Qty Ply Peters Residence � T14058145 J35975 MV8 Valley 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 LOADING (psf) TOLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 2x3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017/TPI2014 REACTIONS. (lb/size) 1=142/8-0-0, 4=173/8-0-0, 5=481/8-0-0 Max Horz 1=457(LC 5) Max Uplift 1=-14(LC 4), 4=-273(LC 5), 5=-590(LC 5) Max Grav 1=142(LC 1), 4=229(LC 9). 5=637(LC 9) 8.21U s reD 12 ZU1b MI I eK maustnes, Inc. vveo may 10 uFZar o0 ZV Io age r ID:OuxrOcc59m8lpZnORHtUNVzGFvD-9m6y186eW8WOgd5pyyz m_QGA3s9Or4V6—gnHEzG?_W 8-0-0 B-0-0 2x3 6.00 12 3 42x3 II Scale = 1:22.9 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TC 0.56 Vert(LL) n/a - We 999 MT20 244/190 BC 0.21 Vert(CT) We' - n/a 999 WB 0.18 , Horz(CT) -0.00 4 n/a We Matrix-S Weight: 31 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-437/193, 3-4=-196/280 WEBS 2-5=-541/616 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BC6L=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 7-10-4; 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 orTough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors! 3) Plates checked for a plus or minus 0 degree rotation about its center. +4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. •7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 1, 273 lb uplift at joint 4 and 590 lb uplift at joint 5. 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 pioperly 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 ANSIfTPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ,,��ER P.• '% P"• 'DENS' No 22839 :'33 - OF 5+;0 N A' `�� Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Peters Residence T14058146 J35975 V24 Valley 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:28:14 2010 Page 1 ID:OuxrOcc59mBlpZnORHtUNVzGFvD-dygKWU7GHSeFSng?WgUDJCzRSTCL7JTfLeQKphzG? V 7-10-0 11-10-0 15-10-0 23-8-0 7-10-0 4-0-0 4-0-0 7-10-0 Scale = 1:37.9 Io 1x4 II 1x4 II 3x4 = 7-10-0 1 8-0-0 7-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.22 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 59 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 23-8-0. (lb) - Max Horz 11=-17(LC 5) Max Uplift All uplift 100lb or less atjoint(s) 11, 6 except 1=-198(LC 4), 5=-200(LC 5), 9=-179(LC 4), 10=-357(LC 4), 7=-357(LC 5) Max Grav All reactions 250 lb or less at joint(s) 11, 6 except 1=295(LC 9), 5=295(LC 9), 9=426(LC 9), 10=604(LC 9), 7=604(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-9=354/207, 2-10=508/373, 4-7=-508/373 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 3-6-3 to 6-6-3, Interior(1) 6-6-3 to 20-1-13; cantilever leftland right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is • the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 6 except Qt=lb) 1=198, 5=200, 9=179, 10=357, 7=357. `,,,III111111II��'I No 22839 :• A F : 4u411 Z. CI .,�SS�ONAX-S:'" • J111111111111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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, anii is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, 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 Peters Residence r T14058147 J35975 ZCJ1 Jack -Open 24 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:28:14 2018 Page 1 ID:OuxrOcc59m8lpZnORHtUNVzGFvD-dygKWU7GHSeFSng?WgUDJCzWIT8g7KBfLeQKphzG7 V 1-0-0 1-0-0 2x4 = Scale = 1:7.4 PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 6 n/r 120 TCDL 15.0 Lumber DOL 1.33 BC 0.45 Vert(CT) -0.00 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) I 0.00 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 2=0/Mechanical, 3=109/Mechanical Max Horz 2=-187(LC 4), 3=269(LC 4) Max Uplift 3=-287(LC 4) Max Grav 3=119(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 1-3=-106/269 PLATES GRIP MT20 244/190 Weight: 3 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2); 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 oriough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors, 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. •6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 3=287. cENs' •: L �. NO 22839 �'-isS,� N A� E�C� ,� nn Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® 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 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` /A�• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing itll iTe k• is always required for stability and to prevent collapse with possible personal injury and property damagel 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 Peters Residence T14058148 J35975 ZCJ1B Jack -Open 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL'34945 8.2 iO s Feb i2 2018 rvu i ex muusures, urc. vveu rvidy I W.— I — io r Vy i I D:OuxrOcc59m8lpZnORHtUNVzGFvD-59Dijp8u2mm63xEB3N?SrP Wjdta5snQoZ19uL7zG?_U 1-0-0 1-0-0 6.001 12 Scale = 1:12.6 2 2x3 I I 1 ' 0 J 0 I Lii A.I A. 4 3 2x3 II 1 1-0-0 I 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.12 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Weight: 5lb FT = 0% 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=4610-8-0, 2=37/Mechanical, 3=9/Mechanical Max Horz 4=69(LC 4) Max Uplift 2=-123(LC 4), 3=-51(LC 4) Max Grav 4=55(LC 4), 2=66(LC 9), 3=28(LC 6) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.0psf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors: 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 47) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=123. 1 �%0.% eFl P. l F �0ENS No 22839 :�. OF :411 Z O N A%- ��0`�� /811111/ Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. i Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■�.Y■i 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 piTe k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. . Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Peters Residence � T14058149 J35975 ZCJ2 Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:28:15 2018 Page 1 ID:OuxrOcc59m8lpZnORHtUNVzGFvD-59Dijp8u2mm63xEB3N?SrPWhglb_snQoZ19uL7zG? U 2-5-7 r 2-5-7 Scale = 1:17.7 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rfP12014 4x 0 ry 4 PROVIDE BEARING CONNECTION(S) TO RESIST 1x4 II HORIZONTAL REACTION(S) SHOWN. CSI. DEFL. in (loc) I/deft L/d TC 0.23 Vert(LL) -0.00 3-4 >999 240 BC 0.06 Vert(CT) -0.00 3-4 >999 180 WB 0.00 Horz(CT) -0.00 2 n/a n/a Matrix -MR i LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. All bearings Mechanical. (lb) - Max Horz 4=-62(LC 4). 1=248(LC 4) Max Uplift All uplift 100 lb or less atjoint(s) except 2=177(LC 4), 1=-153(LC 4) Max Grav All reactions 250 lb or less at joint(s) 4, 2, 3, 1 ' FORCES, (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 10 lb FT = 0% Structural wood sheathing directly applied or 2-5-7 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. -7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 lb uplift at joint 2 and 153 lb uplift at joint 1. 8) N/A 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ,,`,{{{{1111//II,,I %� P\-teR P- cENS' No 22839 F jJ .. A �S 1'41'910NAil- E�00 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ®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 HT 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 ANSIrrPI11 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 Peters Residence r T14058150 J35975 ZCJ2A Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2015 MiTek Industries, Inc. Weo May 16 Uf:28:16 ZU18 Page 1 I D:OuxrOcc59m8lpZnORHtUNVzGFvD-ZLn4x98Wp3vzh5pOd5WhOd2quG6bEgyoyvRuZzG?_T 2-4 0 Scale = 1:17.7 6.d0 F12 I 2 44 = 1 j o N I I o N I 2x4 51 I 3 4 3x3 II I -3.8 2-4-0 -3-8 2-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.28 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 Rep Stress 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 017ITP12 Code FBC2I1 Matrix-MP I Weight: 11 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=77/Mechanical, 3=24/Mechanical, 5=101/0-3-0 Max Horz 5=151(LC 4) Max Uplift 2=217(LC 4), 3=-50(LC 4) Max Grav 2=127(LC 9), 3=40(LC 6), 5=101(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 2-470 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withiany 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 lb uplift at joint 2 and 50 lb uplift at joint 3. %�� *4 I ER P. I F No 22839 :?3 - ��` OF )441 • 10 N A Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall my building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only., Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N.Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Peters Residence � T14058151 J35975 ZCJ3 Jack -Open 24 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTeK Industries, Inc. Wed May 16 07:28A6 20i8 rage t I D:OuxrOcc59mBl pZn 0 RH tU NVzGFvD-ZLn4x98 Wp3vzh5pOd5 WhOd2keGj B bB nyoyvRuZzG7_T 3-0-0 3-0-0 Scale = 1:12.5 218-0 O4 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.96 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(CT) 0.05 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 11 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=-212/Mechanical, 4=-251/Mechanical, 5=785/0-8-0 Max Horz 5=242(LC 4) Max Uplift 3=212(LC 1), 4=-251(LC 1), 5=1690(LC 4) Max Grav 3=399(LC 4), 4=528(LC 4), 5=785(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown: WEBS 2-5=-456/839 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with' any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. •6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 212 lb uplift at joint 3, 251 lb uplift at joint 4 and 1690 lb uplift at joint 5. ,,�t,llIIIIIII��I �. 'GEMS No 22839 $E�F : 4/1,. <U 0 F1 I ON A Walter P. Finn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. y 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 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 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 Peters Residence T14058152 r J35975 ZCJ5 Jack -Open 24 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 2x3 = SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017ITP12014 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:28:17 2018 Page 1 ID:OuxrOcc59m8lpZnORH1UNVzGFvD-1XLT8V99aN1 gJFOaBolwxgbWWg6dKev5lce_Q0zG?_S 5-0-0 5-0-0 Scale = 1:18.7 6.oa 12 1x4 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.64 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 BC 0.63 1 Vert(CT) -0.02 4-5 >999 180 WB 0.19 I Horz(CT) 0.06 3 n/a n/a Matrix -AS Weight: 18 lb , FT = O% BRACING - I TOP CHORD - Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=53/Mechanical, 4=-24/Mechanical, 5=515/0-8-0 Max Horz 5=393(LC 5) Max Uplift 3=-164(LC 5), 4=-24(LC 1), 5=958(LC 4) Max Grav 3=116(LC 9), 4=87(LC 4), 5=531(LC 9) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-398/154 BOT CHORD 1-5=147/393 WEBS 2-5=-424/649 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. •4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 3, 24 lb uplift at joint 4 and 958 lb uplift at joint 5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. ,,11111111111111 N� eFl P �. •OENS No 22839 __0 Z A F •:�411� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: May 16,2018 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 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 Job Truss Truss Type Qty Ply Peters Residence � T14058153 J35975 ZCJ7B Jack -Open 2 1 Job Reference (optional) East coast truss, m. Fierce, FL 34846 K 1-11-8 6.00 12 3x10 15 II 16 3 2 1 2x4 = 8 2x3 — 6x6 = — - a rcu — av io ry i cn ,.. ,.. .. , ..y.. I D:OuxrOcc59m8lpZnORHtUNVzGFvD-WjvrLrAnLh9hwPzmkWY9T27lj4Vi33SEFGOYySzG7_R 7-0-0 5-0-8 Scale=1:22.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.51 Vert(CT) -0.04 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.03 4 n/a n/a BCDL 10.0 Code FBC20171FPI2014 Matrix -AS Weight: 25 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=168/Mechanical, 5=37/Mechanical, 6=557/4-11-0 Max Horz 6=541(LC 5) Max Uplift 4=343(LC 5), 5=-2(LC 5), 6=-868(LC 4) Max Grav 4=255(LC 9), 5=75(LC 3), 6=602(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-652/277 BOT CHORD 2-7=-137/334, 6-7=-152/541 WEBS 3-6=-720/1015 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. -3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with, any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 343 lb uplift at joint 4, 2 lb uplift at joint 5 and 868 lb uplift at joint 6. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 0,,�.� ER 1P I �`�`�P•'GEN& No 22839 i0' : CC � S • �� 10, O N A; E��. Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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 propedy Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Peters Residence T14058154 J35975 ZEJ7 Jack -Open 19 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 6.21u s Feb 12 20i8 MI I etc industries, Inc. Wed May i6 07:28:18 2018 rage 1 I D:OuxrOcc59m8lpZnORHtUNVzGFvD-WjvrLrAnLh9hwPzmkWY9T275E4Vi34xEFGOYySzG?_R 21 -0 7-0-0 2-4-0 4-8-0 Scale = 1:22.7 3 r, 6.00112 I p 1 txa II 10 o 9 b 2 1 i A• @ 2x3 = A. 5 4 j 1x4 II -0-0 2-8-0 7-0-0 2-0-0 0-8-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. i DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.51 Vert(CT) -0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) -0.07 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 24 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 I TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=159/Mechanical, 4=29/Mechanical, 5=575/0-8-0 Max Horz 5=456(LC 5) Max Uplift 3=-362(LC 5), 4=-14(LC 5), 5=-867(LC 4) ! i Max Grav 3=253(LC 9), 4=69(LC 3), 5=604(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-525/215 BOT CHORD 1-5=194/456 WEBS 2-5=-573/696 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., ) GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. %%% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,� `P�.� , •...., 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 �� V �G E N S �•. �� will fit between the bottom chord and any other members. �� ' F ••. �� 6) Refer to girder(s) for truss to truss connections. NO 22839 •• �7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 362 lb uplift at joint 3, 14 lb uplift at joint * :• 4 and 867 lb uplift at joint 5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ��:• TXEF 4* ORX Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 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 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 WOW k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Peters Residence T14058155 J35975 ZEJ7A Jack -Open 5 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:28:19 2018 Page 1 ID:OuxrOcc59m8lpZnORHtUNVzGFvD-_wTDZBBP6_HYYYYzID30OFgGiUgToX1OUw75UuzG?_Q 7-0-0 7-0-0 tx4 II 1 3x6 II Scale = 1:22.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.02 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.54 Vert(CT) -0.02 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) -0.07 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 28 lb FT = O% 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. WEBS 2x4 SP No.3 I REACTIONS. All bearings Mechanical except Qt=length) 7=1-0-0, 6=0-8-0. (lb) - Max Horz 7=462(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 4=165(LC 6), 5=-133(LC 4), 7=-922(LC 4), 6=-717(LC 5) Max Grav All reactions 250 lb or less at joint(s) 5 except 4=270(LC 5), 7=570(LC 1), 6=565(LC 6) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-501/202 BOT CHORD 1-7=-194/462 WEBS 2-7=-469/622, 3-6=468/730 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. .4) This truss has been designed for a 10.0 pelf 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 165 lb uplift at joint 4, 133 lb uplift at joint 5, 922 lb uplift at joint 7 and 717 lb uplift at joint 6. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied, directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. llllllll/l..I %,0 eR R R �� P�� G E N s /��' ��'• Fes' No 22839 � 71C' : •: 7t � XEOF: �� O N A ►nnl Walter P. Finn PE No.22839 MiTek USA, Inc. FL Gen 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® 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 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 ANSIITPI1 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Ply Peters Residence T14058156 J35975 ZEJ7D Jack -Open 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:28:19 2018 Page 1 ID:OuxrOcc59m8lpZnORHtUNVzGFvD_wTDZBBP6_HYYYYzID30OFgDmUquoX8OUw75UuzG?_Q 210 -8- 7-0-0 26 -4 4.4-0 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 1x4 CSI. DEFL. in (loc) I/dell L/d TC 0.88 Vert(LL) -0.04 4-5 >999 240 BC 0.58 Vert(CT) -0.04 4-5 >999 180 WB 0.21 Horz(CT) 0.09 3 n/a n/a Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=133/Mechanical, 4=11/Mechanical, 5=620/1-4-0 Max Horz 5=456(LC 5) Max Uplift 3=-322(LC 5), 5=-986(LC 4) Max Grav 3=222(LC 9), 4=55(LC 4), 5=645(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-512/211 BOT CHORD 1-5=-194/456 WEBS 2-5=-571/706 Scale = 1:22.7 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 0% Structural wood sheathing directly applied. Rigid ceiling directly applied. - NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4; cantilever left and right exposed, Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. - 3) Plates checked for a plus or minus 0 degree rotation about its center. •4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. .7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 322 lb uplift at joint'3 and 986 lb uplift at joint 5. 8) This truss design requires that a minimum of 7/16" structural -wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. %��, -' ER'IP F 'GEIVg No 22839 40 N A iIf�nn Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 i A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not 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 ANSlITPII 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 Peters Residence T14058157 J35975 ZHJ6 � Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 16 07:28:20 2018 Page 1 ID:OuxrOcc59m8lpZnORHtUNVzGFvD-S61 bmXC 1 tIPPAi79swbdYTDMpuEcX?oXjatfl KzG?_P 3-1-13 6-3-9 3 1 --13 3-1-13 5x6 1 7 10 6 3x6 11 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 *Except` 2-5: 2x4 SP No.2, 1-5: 2x4 SP No.3 REACTIONS. (lb/size) 6=319/0-1-11, 5=332/Mechanical Max Horz 6=444(LC 4) Max Uplift 6=454(LC 4), 5=-695(LC 4) Max Grant 6=395(LC 18), 5=493(LC 19) i4.24 12 Btu 4x8 M18SHS 11 2 3 5x5 =4 Scale = 1:24.5 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.99 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 BC 0.29 Vert(CT) -0.07 5-6 >999 180 M18SHS 244/190 WB - 0.18 Horz(CT) -0.00 5 n/a n/a Matrix -MS Weight: 35 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, except end verticals. BOT CHORD I I Rigid ceiling directly applied or 6-10-1 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-311/450, 1-2=-437/151, 2-5=-344/547 BOT CHORD 5-6=-721/279 WEBS 1-5=-214/620 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Corner(3) 0-2-12 to 4-5-11, Exterior(2) 4-5-11 to 6-3-9; 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 454 lb uplift at joint 6 and 695 lb uplift at joint 5. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 283 lb down and 151 lb up at 0-8-7, and 386 lb down and 203 lb up at 3-6-6, and 369 lb down and 217 lb up at 3-6-6 on top chord, and 16 lb down and 37 lb up at 0-8-7, and 66 lb down and 38 lb up at 3-6-6, and 15 lb down and 2 lb up at 3-6-6 one bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 i No 22839 441 ► • S t , Walter R Finn PE No22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI TEK 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 p 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Qty Ply Peters Residence . T14058157 J35975 ZHJ6 Diagonal Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-90, 2-3=-30, 4-6=-20 Concentrated Loads (lb) Vert: 10=-1(F) 11=2(B) 8.21U s Feb 12 201t$ ml lelc moustnes, Inc. vvea may lb UI:Zts:ZU ZUlts rage z ID:OuxrOcc59m8lpZnORHtUNVzGFvD-S61bmXC1tIPPAi79swbdYTDMpuEcX?oXjatflKzG? P WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi 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 I x Job Truss Truss Type City Ply Peters Residence T14058158 J35975 r ZHJ7 Diagonal Hip Girder 10 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 tf.ziv s r'eb "IZ ZDTO 141111e6 111nO5a1e5, m1G. wweU may 1 V V,.«-, �� ray. I D:0 uxrOcc59mBl pZnO RHtUNVzG FvD-wlbz_tCfecXGn siLQe 6s5glXOHRiGO FhyEcCZnzG?_O 5.0-6 4-9-10 3x6 Scale = 1:23.6 -9-9 3-3 6-4- 9-10-1 2-9-9 -311 3-1-11 3-5.3 Plate Offsets (X,Y)— f 1:0 2 0 0 1 141 f2:0-2 0 0-2 121 13.0-2-0 0-1-121 _ LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-6: 2x6 SP No.2 CSI. DEFL. TC 1.00 Vert(LL) BC 0.87 Vert(CT) WB 0.43 Horz(CT) Matrix -MS REACTIONS. (lb/size) 3=212/Mechanical, 5=87/Mechanical, 6=532/0-11-5 Max Horz 6=595(LC 14) Max Uplift 3=-365(LC 5), 5=-159(LC 11), 6=-1679(LC 4) Max Grav 3=322(LC 18), 5=301(LC 14), 6=1701(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1137/739, 2-3=-642/215 BOT CHORD 1-6=651/1238, 5-6=-651/644 WEBS 2-6=-999/1210, 2-5=565/656 4x4 11 4x6 =" in (loc) I/deft L/d PLATES GRIP -0.27 5-6 >276 240 MT20 2441190 -0.25 5-6 >306 180 -0.01 3 n/a n/a Weight: 47 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-1-1 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Corner(3) 0-0-0 to 4-2-15, Exterior(2) 4-2-15 to 9-6-13: cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. '6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 365 lb uplift at joint 3, 159 lb uplift at joint 5 and 1679 lb uplift at joint 6. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 495 lb down and 339 lb up at 4-2-15, 495 lb down and 339 lb up at 4-2-15, and 270 lb down and 193 lb up at 7-0-14, and 270 lb down and 193 lb up at 7-0-14 on top chord, and 285 lb down and 186 lb up at 1-4-15, 285 lb down and 186 lb up at 1-4-15, 379 lb down and 279 lb up at 4-2-15, 379 lb down and 279 lb up at 4-2-15, and 66 lb down and 38 lb up at 7-0-14, and 66 lb down and 38 lb up at 7-0-14 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=1.33, Plate Increase=1.25 ,,`,11111111111/��/ %t P\-(ER P. �. DENS' •; 1 No 22839 � * : •. 71C � -p ; cc 411 tst •40' Walter P. Finn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 .nntinued on nape 7 ® 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 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, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Peters Residence T14058158 J35975 ZHJ7 Diagonal Hip Girder 10 1 Job Reference o lional East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-90, 4-7=-20 Concentrated Loads (lb) Vert: 10=276(F=138, B=138) 12=-161(F=-80, B=80) 13=286(F=143, B=143) u.ziu s reD ¢ ZOIa rvn I ex mausmeb, inc. vveu may to ur.co.c, <u,o —W. c I D:OuxrOcc59m8l pZnORHtU NVzGFvD-wl bz_tcfecXGn siLQe6s5glXO HRiGO FhyEcCZnzG7_O ® 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 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 so • 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 generalguidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria,$SB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. I Tampa, FL 36610 Job• Truss Truss Type Qty Ply Peters Residence T14058159 J35975 ZHJ7C Diagonal Hip Girder 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. wed may 15 Of:28:21 wits rage i I D:OuxrOcc59mBl pZnO RHIU N VzGFvD-wlbz_tCfe cXGnsiLQe6s5glaVHUb G QPhyEcCZnzG?_O 5-M 4-9-10 09 3x4 11 Scale: 1/2"=l' ti O a US 11 5x5 = 2x3 II 2-4- 5-0.6 9 -6 2 4-1 2 8-5 4-0-0 5 11 Plate Offsets (X Y)— 11'0-2-0 0-1-141 14:0-2-14 0-0-81 17:0-2-8 0-3-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.05 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.69 Vert(CT) -0.06 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT) -0.01 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 50 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 `Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 2-8: 2x6 SP No.2 10-0-0 oc bracing: 5-6. REACTIONS. All bearings Mechanical except Qt=length) 7=0-11-5, 8=0-11-0. (lb) - Max Horz 7=595(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 4=-584(LC 14), 6=-260(LC 16), 7=841(LC 5), 8=-1275(LC 4) Max Grav All reactions 250lb or less atjoint(s) 6 except 4=471(LC 5), 7=1402(LC 18), 8=1094(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=934/517, 2-3=520/193 BOT CHORD 1-8=480/931, 7-8=480/931 WEBS 2-7=-343/487, 2-8=-918/1037, 3-7=-1051/974 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., Corner(3) 0-0-0 to 4-2-15, Exterior(2) 4-2-15 to 9-6-13; left and right exposed Lumber DOL=1.60 GCpi=0.18; C-C cantilever ; plate P. 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 ,�� -(ER �� ``P�• ...... •• • • //� �j ENS' the responsibility of the fabricator to increase plate sizes to account for these factors. �� V .,• \Ci \' �•�•• �� 3) Plates checked for a plus or minus 0 degree rotation about its center. �� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 22839 �. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide = * :• will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 584 lb uplift at joint 4, 260 lb uplift at 1Z OF8) joint 6, 841 lb uplift at joint 7 and 1275 lb uplift at joint 8. Gap between inside top chord bearing and first diagonal or vertical web shall not exceed 0.500in.9) i *A) of Hanger(s) device(s) shall be sufficient to support concentrated load(s) 495 Ib down and 339 Ib up at i'�• :' or other connection provided Ib don 193 Ib 7-0-14, 270 Ib down 193 Ib 7-0-14 on' Q N %4-2-15, • R 1 495 Ib don and 339 Ib up at 4-2-15, and 270 and up at and and up at top chord, and 283lb down and 187 lb up at/ lb down and 187 lb up at 1-4-15, and 66 lb down and 38 lb up at 7-0-14, N A1101�� and 66 lb down nd38 lb up at 7-0-14 on bottomchord. The design/selection of such connection device(s) is the responsibility of 11 others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 LOAD CASE(S) Standard 69D4 Parke East Blvd. Tampa FL 33610 Date: May 16,2018 ® 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 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 ANSITTP11 Quality Criterla, 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. I Tampa, FL 36610 Job• Truss Truss Type Qty Ply Peters Residence T14058159 J35975 ZHJ7C Diagonal Hip Girder 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 b.zlu s t-eb iz zults ml t eK inausines, utc. vveo may io ul:zu:zz zu io rage z I D:OuxrOcc59m8lpZnORHtUNVzGFvD-OV9MBDDHPvf6POHYzLd5eullFhgq?tegAuMl5DzG?_N LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=90, 5-9=-20 Concentrated Loads (lb) Vert: 12=276(F=138, B=138) 14=-161(F=-80, B=-80) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ' Design valid for use ontywith MiTek® connectors. This design is based onlyupon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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. 1 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1fi For 4 x 2 orientation, locate plates 0- '11d' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 —_width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint numberwhere bearings occur. Min size shown is for crushing only, Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Tn:l,%ses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C23 o WEBS cap 4 0 a b6 u � u U O d ~ C7-8 C6-7 C5-6 O BOTTOM CHORDS 8 7 6 5 JQINTS 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: Mll-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIfrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteria.