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HomeMy WebLinkAboutTRUSS} ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek®. �®����� 91 RE: J35342,--FsE_LM - Fraser Addition UANNV0 RSMiTek USA, Inc. Fite: lnfiOr ation: 6904 Parke East Blvd. Customer Info: Rubin Custom Homes Project Name: Fraser Addition Model: Tampa, FL 33610 4115 Lot/Block: . Subdivision: Harbour Ridge Address: 1526 NW Buttonbush Circle, . City: St. Lucie County State: FL. Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/ FP12014 Design Program: MiTek 20/2d 8.1 Wind Code: ASCE 7-10 [All Heigh][I Wind Speed: 170 mph Roof Load: 55.0 psf Floor Load: N/A psf This package includes 74 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. I Seal# I Truss Name I Date 1 T13736009 1 A01 G 4/10/18 118 1 T13736026 1 C05 4/10/18 12 I T1373601 O I A02 14/10/18 119 1 T1 3736027 1 C06G 14/10/18 J 3 I T13736011 I A03 14/10/18 120 I T137360281 D01 G 14/10/18 14 1 T13736012 1 A04 14/10/18 121 j T13736029 1 D02 14/10/18 15 1 T13736013 1 A05 14/10/18 122 1 T13736030 1 D03 14/10/18 16 I T13736014 I A06 14/10/18 123 1 T1 3736031 1 D04 14/10/18 17 1 T13736015 1 A07 14/10/18 124 1 T13736032 1 D05 14/10/18 18 I T13736016 I A08 14/10/18 125 1 T13736033 1 D06 14/10/18 19 I T13736017 I A09 14/10/18 126 1 T13736034 1 D07G 14/10/18 1 -�E I T13736018 1 BO1 G 14/10/18 127 1 T13736035 1 MV1 14/10/18 11'1 1 T13736019 1 B02 14/10/18 128 1 T1 3736036 1 MV10 14/10/18 � 112 1 T13736020 1 B03 14/10/18 129 1 T13736037 1 MV12 14/10/18 113 1 T13736021 1 B04 14/10/18 130 1 T13736038 1 MV13 14/10/18 114 1 T13736022 1 C01 G 14/10/18 131 1 T13736039 1 MV14 14/10/18 115 1 T13736023 1-0O2 14/10/18 132 1 T13736040 1 MV15 14/10/18 116 1 T13736024 1 CO3 14/10/18 133 1 T1 3736041 1 MV16 14/10/18 117 1 T13736025 1 C04 14/10/18 134 1 T13736042 1 MV17 14/10/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and. that the designs comply with 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. r1111. 380 OF 4tJ ��•r 01 1111 %% ,,,,,, ifHdke an ��[y I Nllrek USA, Inc. FL'D 6904 Parke tastBlvd. Tampa FL 33610 Date: April 10,2018 Albani, Thomas 1 of 2 RE: J35342 PE LM -Fraser Addition Site Information: Customer Info: Rubin Custom Homes Project Name: Fraser Addition Model: . Lot/Block: . Subdivision: Harbour Ridge Address: 1526 NW Buttonbush Circle, . City: St. Lucie County State: FL. No. I Seal# Truss Name Date 35 1 T13736043 1 MV19 4/10/18 1 36 1 T13736044 1 MV2 1 4/10/18 137 1 T13736045 1 MV2A 1 4/10/18 138 1 T13736046 1 MV3 1 4/10/18 139 1 T13736047 1 MV3A 1 4/10/18 140 1 T13736048 1 MV4 1 4/10/18 141 1 T13736049 1 MV4A 1 4/10/18 142 1 T13736050 1 MV5 1 4/10/18 143 1 T13736051 1 MV5A 1 4/10/18 144 1 T13736052 1 MV513 1 4/10/18 145 1 T13736053 1 MV6 1 4/10/18 146 1 T13736054 1 MV7 1 4/10/18 147 1 T13736055 1 MV7A 1 4/10/18 148 1 T13736056 1 MV8 1 4/10/18 149 1 T1 3736057 1 MV9 1 4/10/18 150 1 T13736058 1 MV9A 1 4/10/18 151 1 T13736059 1 V27 1 4/10/18 152 1 T13736060 1 ZCJ1 1 4/10/18 153 I T13736061 ZCJ1A 1 4/10/18 154 1 T13736062 1 ZCJ1 B 1 4/10/18 155 1 T13736063 1 ZCJ3 1 4/10/18 156 1 T13736064 1 ZCJ3S 1 4/10/18 1 157 1 T13736065 1 ZCJ3T 1 4/10/18 158 1 T13736066 1 ZCJ5S 1 4/10/18 159 1 T13736067 1 ZCJ5T 1 4/10/18 160 1 T13736068 1 ZEJ2 1 4/10/18 161 1 T13736069 1 ZEJ2A 1 4/10/18 162 I T13736070 I ZEJ5 1 4/10/18 163 1 T1 3736071 1 ZEJ5A 1 4/10/18 164 1 T13736072 1 ZEJ7 1 4/10/18 165 1 T13736073 1 ZERS 1 4/10/18 166 1 T13736074 1 ZERS1 1 4/10/18 167 1 T13736075 1 ZERS2 1 4/10/18 168 1 T13736076 1 ZERT 1 4/10/18 169 I T13736077 1 ZEJ7T1 1 4/10/18 170 I T13736078 1 ZEJ7T2 1 4/10/18 171 1 T13736079 1 ZHJ2 1 4/10/18 172 1 T13736080 1 ZHJ5 1 4/10/18 173 1 T13736081 1 ZHJ7S 1 4/10/18 174 1 T13736082 1 ZHJ7T 1 4/10/18 2of2 Job , f Truss Truss Type Qty Ply Fraser Addition T13736009 J35342 PE_LM A01G Hip Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 2-8-017-0-0 I 11-4-0 I 1441 I 2-8-0 3-0-0 1-4-0 44-0 3-0-0 3-0-12 8.130 s Mar 11 2018 MiTek Industnes, Inc. Tue Apr 10 09:31_:55 2018 Page 1 3-0-12 3-0-0 4-10-8 ' 1-4-0 ' 3-0-12 Scale = 1:57.5 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1x4 II NAILED 4x8 1x4 II 3x4 = 3x8 = 4x4 = 3x4 = 4x8 = 5.00 12 3x4 % NAILED NAILED NAILED NAILED 3x4 4 5 30 6 31 7 32 8 3334 9 35 10 11 36 12 13 4x10 0 3x4 % 3 r M 2 �_=71II�i1'l1/�t111�1Et1_ M\ ,� 4 23- I�itlr . Ih�ln'111��r[il�lll ta�llf' �Ijig E.� IN, - 1. 38 25 3x4 = NAILED NAILED - NAILED 21 Special 39 3x4 II 5x5 = 6.00 12 6x6 = NAILED Sx6 J tl 4 4 20 4041 19 NAILED A 3x4 = 1. 1x4 II 6x6 = NAILED Special 15 NAILED NAILED 3x6 II NAILED 2-0-0 5 8 0 7-0-0 11-0-0 1411 17-0-12 20- 18 2311 28-4-0 9 8-0 32-8-0 3-0 2-0-0 -8 3-0-0 1�-0 4-4-0 3-0-0 3-0-12 3-0-12 3-0-0 4-10-0 1-4-0 3-0-0 -8 Plate Offsets (X,Y)— [1:0-1-8,0-0-3], [5:0-5-4,0-2-0], [12:0-5-4,0-2-0], [14:0-2-0,0-2-0], [16:0-1-12,0-3-0], [18:0-2-12,0-2-8], [19:0-1-8,0-2-4], [21:0-4-12,Edge], [22:0-2-12,0-2-8] . 125:0-1-12.0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) . I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.44 19-20 >825 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.78 Vert(CT) -0.64 19-20 >569 180 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(CT) 0.35 15 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 `Except` 15-16: 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 `Except` 3-25,14-15: 2x8 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 25=2473/0-8-0, 15=2143/0-8-0 Max Horz 25=176(LC 24) Max Uplift 25=-1260(LC 8), 15=-1017(LC 8) Max Grav 25=2520(LC 32), 15=2268(LC 30) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-5399/2265, 4-5=-5382/2400, 5-6=7959/3735, 6-7=-7934/3720, 7-8=5052/2511, 8-9=5200/2591, 9-10=-8420/4006, 10-12=-8449/4023, 12-13=-5780/2681, 13-14=5914/2665, 14-15=2204/1005 BOT CHORD 24-25=-704/397, 23-24=-2113/4981, 22-23=-2153/5090, 21-22=2542/5596, 20-21=-2470/5356, 19-20=2470/5356, 18-19=-2628/5730, 17-18=-2342/5457, 16-17=2328/5404, 15-16=-107/251 WEBS 3-25=-2259/1043, 3-24=-2290/5379, 4-23=-260/299, 5-23=-1611435, 5-22=-1599/3229, 6-22=-313/187, 7-22=-1441/3427. 7-21=-2072/955, 8-21=-427/221, 9-19=-2268/1076, 9-18=-1684/3828, 10-18=-355/207, 12-18=-1590/3256, 12-17=-256/665, 13-17=-252/268, 14-16=-2251/5151 Weight: 382 lb FT = 0% Structural wood sheathing directly applied or 3-10-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Thomas A, Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 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 property 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 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 I 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 April 10,2018 Job . r Truss Truss Type Qty Ply Fraser Addition T13736009 J35342_PE_LM AO1G Hip Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 10 09:31:56 2016 Page 2 I D:oo4Zg7 Prs BXpelJHBdHJNgzlxmb-W?Os_U EPHydgalj3tlwGwsa Pj pxcU Hc67M_84tzS9eX NOTES- 9) Bearing at joint(s) 15 considers parallel to grain value using ANSIIrPI 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 100 lb uplift at joint(s) except Qt=lb) 25=1260, 15=1017. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 14?) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 268 lb down and 154 lb up at 7-0-0, and 268 lb down and 154 lb up at 28-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=90, 5-12=90, 12-14=-90, 25-26=20, 24-26=20, 22-24=20, 21-22=-20, 19-21=-20, 18-19=-20, 16-18=-20, 15-16=-20 Concentrated Loads (lb) Vert: 5=-1(F) 11=-1(F) 12=-1(F) 22=-61(F) 19=-13(F) 23=-150(F) 6=-1(F) 9=-74(F) 17=-150(F) 30=-1(F) 31=-20(F) 32=-74(F) 33=-74(F) 34=-74(F) 35=-13(F) 36=-1(F) 37=-61(F) 38=-23(F) 39=-13(F) 40=-13(F) 41=-13(F) 42=-30(F) 43=-61(F) 44=-61(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■.E• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 j 341-0 3-3-11 Scale=1:57.1 Job r ' Truss Truss Type Qty Ply Fraser Addition T13736010 J35342_PE_LM A02 Hip 1 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 2-8-0 5-8-0 9-0-0 2-8-0 3-0-0 3-4-0 5.00 12 2-4-0 3-0-0 5x5 = 3x4 = 5 6 23 8.13U s Mar 11 2018 Mi I eK Industries, Inc. 1 ue Apr 1U U9:31:58 2U1 ti Nage 1 6-1-8 13-M 3x8 = 24 7 5x5 = 8 3x4 II 5x5 :::: 6.00 Fu 5x10 = 5x5 % i 4x4 II 22 2 8 5-B-0 9-0-0 11 4-0 1411 20-5-8 23 5 8 26 4-0 29-8-0 32-11-11 2-0-0 -8 3-0-0 3.4-0 2.4-0 3-0-0 6-1-8 I 2-10, 3-4-0 3-3-11 Plate Offsets (X.Y)—I1:0-1-8.0-0-31.112:0-2-12.0-2-121.117:0-2-12.0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.29 14 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.80 Vert(CT) -0.58 14-15 >626 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.78 Horz(CT) 0.41 11 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 BOT CHORD WEBS 2x4 SP No.3 `Except' 3-18: 2x6 SP No.2, 3-17,10-12: 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 11=1646/0-3-11, 18=196510-8-0 Max Horz 18=211(LC 7) + Max Uplift 11=-542(LC 8), 18=-774(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-3648/1026, 4-5=-3621/1122, 5-6=3741/1244, 6-7=2893/1065, 7-8=3967/1338, 8-9=-4074/1371, 9-10=4102/1274, 10-11 =-1 640/538 BOT CHORD 17-18=-511/278, 16-17=810/3059, 15-16=-913/3195, 14-15=-865/2979, 13-14=-952/3287, 12-13=-895/3207 WEBS 3-18=-1689/597, 3-17=-1055/3676, 6-16=253/1162, 6-15=-1268/409, 7-14=-1369/450, 7-13=-328/1350, 10-12=1044/3613, 8-13=-279/1092, 8-12=216/677, 5-17=1731500, 5-16=-297/1072 PLATES GRIP MT20 244/190 Weight: 177 lb FT = O% 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=15ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 Qt=lb) 11=542, 18=774. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban! PE No.39390 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. �* Design valid for use only with 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 FEE' 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 Scale = 1:58.2 Job , r Truss Truss Type Qty Ply Fraser Addition T13736011 J35342_PE_LM A03 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Tue Apr 10 09:31:59 2018 Page 1 ID:oo4Zg7PrsBXpelJHBdHJNgzlxmb-wai?dVHlat?PRDSeYRUzYUCvQ1 wJhfiZhKCohCzS9eU i 2-8-0 5-8-0 11-0-0 14-41 205-8 24-0-0 29-8-0 31-0-0 32-11-11 2-8-0 3-01 51-0 3-4-0 6-1-8 3-10-8 5-4-0 1-4-0 1-11-11 F nn 4x4 = 3XB• = 3x4 = 4x4 = 5 6 24 25 7 8 19 16 15 12 3x4 II 5x5 % 6.00 12 5x5 = 6x6 5x6 2-0-0 2 8-0 55-0 11 4-0 1411 20-5 8 235-8 29-8-0 31-0-0 32-11-11 211 d-8-15 3-0-0 5-B-0 3-0-0 6-1-8 3-0-0 6-2-8 1-4-0 1-11-11 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 YES BCDL 10.0 Code FBC2017lrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-19: 2x6 SP No.2, 3-18: 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 12=1646/Mechanical, 19=1965/0-8-0 Max Harz 19=273(LC 7) Max Uplift 12=-542(LC 8), 19=773(LC 8) CSI. DEFL. in (loc) I/defl Ud TC 0.64 Vert(LL) -0.23 15 >999 240 BC 0.91 Vert(CT) -0.46 15-16 >779 180 WB 0.80 Horz(CT) 0.40 12 n/a n/a Matrix -AS PLATES GRIP MT20 244/190 Weight: 188 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=3726/1084, 4-5=-3159/1037, 5-6=2911/1026, 6-7=2463/954, 7-8=3077/1093, 8-9=3203/1072, 9-10=4115/1322 BOT CHORD 18-19=-573/282, 17-18=926/3383, 16-17=-717/2660, 15-16=-648/2401, 14-15=-745/2729, 13-14=-1122/3813, 12-13=631/2257 WEBS 3-19=1663/588, 3-18=112713783, 4-17_ 731/290, 5-17=219/817, 6-17=-207/845, 6-16=-1088/346, 7-15=-1176/381, 7-14=-223/963,8-14=-227/829, 9-14=961/373, 10-13=-618/2031,10-12=-3136/962 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=15ft; B=45ft; L=33ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load 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) 12=542,19=773. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. NI� Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 10,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Fraser Addition T13736012 J35342_PE_LM A04 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MITek Industries, Inc. Tue Apr 10 09:32:00 2018 Page 1 ID:oo4Zg7PrsBXpelJHBdHJNgzlxmb-OnFNgrlwLB7G3M 1 q68?C5il3ZQHAQ69ivyMDezS9eT 2 8-0 5-8-0 7-0-0 11-4-0 13 0 0 14 0 20-5-8 22 4-0 23-5 8 29-0-0 32-11-11 2-8-0 3-01 1-4-0 44-0 1-8-0 6-1-8 1-10-8 1-1-8 5-6-8 3-11-11 Scale = 1:58.1 5x5 = 3x4 = 1x4 II 5x5 = 1x4 II 5x5 � 5x5 ZZ 5x10 4x4 II 3x4 11 6.00 12 2-0-0 -8 5-8-0 11-4-0 13-0-0 14-0-020-5-8 22-4-0 35 29-8-0 32-11-11 2-0-0 -8- 3-0-0 5-8-0 1-8-0 1-4-0 6-1-8 1-10-8 1-1-8 6-2-8 3-3-11 Plate Offsets (X.Y)— 11:0-1-8.0-0-31.18:0-2-8 0-1-121 114:0-2-8.0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.75 TCDL 15.0 Lumber DOL 1.33 BC 0.87 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 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 *Except* 3-19: 2x6 SP No.2, 3-18,11-13: 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (Ib/size) 12=1646/Mechanical, 19=1965/0-8-0 Max Horz 19=336(LC 7) Max Uplift 12=543(LC 8), 19=773(LC 8) DEFL. in (loc) I/defl Lid PLATES GRIP Vert(LL) -0.22 14 >999 240 MT20 244/190 Vert(CT) -0.43 15-16 >839 180 Horz(CT) 0.37 12 n/a n/a Weight: 205 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=3673/1056, 4-5=-3069/1027, 5-6=-2047/835, 6-7=2112/862, 7-8=-2100/857, 8-9=3151/1176, 9-10=3163/1065, 10-11=-3052/999, 11-12=-1614/513 BOT CHORD 18-19=620/264, 17-18=-957/3331, 16-17=-611/2447, 15-16=-519/2057, 14-15=-643/2592, 13-14=-1069/3651 WEBS 3-19=1672/601, 3-18=1079/3722, 5-17=-386/1527, 6-16=-582/173, 7-15=-467/222, 8-14=-657/2029, 9-14=-502/290, 10-14=-839/331, 10-13=1486/553, 11-13=-1011/3351, 4-17=-759/315, 8-15=-676/117, 5-16=-690/209 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=15ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 12=543,19=773. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 Mi7ek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; April 10,2018 MF A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. ' Design valid for use 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 vedfy 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 T ek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ivi i O 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 r r Truss Truss Type Qty Ply Fraser Addition T13736013 J35342_PE_LM A05 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 10 09:32:01 2018 Page 1 ID:oo4Zg7PrsBXpelJHBdHJNgzlxmb-szpl2BIY6UF7hWcl fsWRdvlAggeB9Zls8ehvl4zS9eS i 2-8-0 5-8-0 8-0-D 11-4-0 15-0-0 20-4-D i 23-5-8 27-0-0 , 29-8-0 32-11-11 2-8-0 3-0-0 2 4-0 3 4-0 3 8-0 10 3-1 8 3 6 8 2-8 0 3-3-11 Scale = 1:58.1 5x8 % 5x10 22 17 14 " `- 13 10 3x4 II 5x5 6.00 FIT 5x5 5x6 4x4 2-0-0 -B 5-8-0 11-4-0 14-4-0 20-5-8 23-5-8 27-0-0 29-8-0 32-11-11 2-0-0 -0 3-0-0 5-8-0 3-0-0 6-1-8 3-0-0 3-G-8 2-8-0 3-3-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.21 15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.82 Vert(CT) -0.40 15-16 >895 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.34 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 197 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 6-13 3-17: 2x6 SP No.2, 3-16: 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 10=1646/Mechanical, 17=1965/0-8-0 Max Horz 17=400(LC 7) Max Uplift 10=-544(LC 8), 17=-771(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=3782/1101, 4-5=-3166/1047, 5-6=-3136/1165, 6-7=-1850/804, 7-8=-3044/1055, 8-9=1903/648, 9-1 0=-1 627/514 BOT CHORD 16-17=-676/263, 15-16=-1125/3584, 14-15=-488/1945, 13-14=-458/1809, 12-13=-490/2059,11-12=-984/3354 WEBS 3-17=-1664/595, 3-16=1143/3786, 6-14=767/244, 6-13=166/257, 7-13=880/266, 7-12=-458/1672, 9-11=-669/2323, 8-12=-780/371, 8-11 =1 933/706, 6-15=590/1921, 5-15=-460/263, 4-15=-753/375 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=15ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C: Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 Qt=lb) 10=544, 17=771. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date; April 10,2018 ®WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type City Ply Fraser Addition T13736014 J35342_PE_LM A06 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 10 09:32:02 2018 Page 1 I D:oo4Zg7PrsBXpelJHBdHJNgzlxmb-K9N7FXJAtoO_IgBDDZt gA7gPTE_duO3?NIRSHWzS9eR 2-8-0 4-0-8 , 8-6-0 12-7-8 14-4-0 17-0-0 18-4-0 20-5-8 z1-11-8 25-0-0 31-2-0 ,32-11-11 2 8-0 4-1 8 1-8-8 2-8-0 1-4-0 2-1-8 1 6-0 3-M 6-2-0 1-9 1111 Scale = 1:58.8 5x5 = 4x4 = 7 278 3x8 3x4 5x5 s 6x6 3x6 = 5x5 n 4x4 II I I 6.00 12 2-0-0 8 12-7-8 1411 17-0-0 1' 20-5-8 1-11-8 25-0-0 31-2-0 2-11-11 2-0-011111 8-3-0 1-8.8 2-8-0 1�1-D 2-1 8 1-0-0 3-0 8 6 2-0 1-9-11 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 YES BCDL 10.0 Code FBC2017lrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-22: 2x6 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 13=1646/Mechanical, 22=1965/0-8-0 Max Horz 22=463(LC 7) Max Uplift 13=545(LC 8), 22=-770(LC 8) CSI. DEFL. in (loc) I/deft L/d TC 0.65 Vert(LL) -0.16 20-21 >999 240 BC 0.81 Vert(CT) -0.39 20-21 >931 180 WB 0.83 Horz(CT) 0.17 13 n/a n/a Matrix -AS PLATES GRIP MT20 244/190 Weight: 245 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 6-19 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=2009/529, 4-5=2036/614, 5-6=-2538/907, 6-7=-2104/932, 7-8=-1654/755, 8-9=1832/804, 9-1 0=-2429/91 9, 10-11=2433/896, 11-12=-716/333, 12-13=1636/521 " BOT CHORD 21-22=-735/261, 20-21=-783/2496, 19-20=-553/2070, 18-19=-434/1644, 17-18=-449/1832, 16-17=492/2006, 15-16=-675/2469, 14-15=-283/775 WEBS 3-22=1714/574, 3-21=653/2311, 5-21=858/373, 6-20=346/1298, 6-19=1535/537, 7-19=-339/739, 8-18=-249/558, 9-18=-655/303, 9-17=-785/206, 9-16=-383/1300, 10-15=-986/397, 11-15=653/1994, 11-14=-1601/554, 12-14=548/1824, 5-20=-391/215, 7-18=-143/256, 10-16=528/224 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=15ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 13=545, 22=770. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; April 10,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Not building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Fraser Addition T13736015 J35342_PE_LM A07 Roof Special 1 1 Job Reference o tional East coast Truss, Ft. Pierce, I-L - 34946, 0.73u s mar if zw 0 mi I eK mausmes, Inc. t ue r+pr -i u UU:acvo zu-, 0 rage , I D:oo4Zg7 Prs BXpelJH BdHJ Ngzlxmb-oMxWStKo e 6 Wrwq mP nGYvjKNZweI NdVU8cyAOgzzS9eQ 6-3-4 12 3-0 17-7-0 2M-2 27-6-11 6-3-4 5-11-12 5-4-0 4-10-1 5-1-9 4x4 = 3 4x4 Scale = 1:51.4 11 — ,-. .., .., . _ 9 _ .. . _ 7 5x5 = 3x4 = 3x8 = 3x4 = 5x5 = 8-11-4 17-7-0 8-11-4 8-7-12 9-11-11 Plate Offsets (X Y)— l6:Edae 0-1-81 17:0-2-4 0-2-121 111:0-2-8 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 0.74 Vert(LL) -0.22 7-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.84 Vert(CT) -0.46 7-9 >712 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 170 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 5-7, 2-11 REACTIONS. (lb/size) 7=1500/Mechanical, 11=1500/0-4-0 Max Horz 11=488(LC 7) Max Uplift 7=-503(LC 8). 11=-493(LC 8) - FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=262/196, 2-3=-1645/712, 3-4=2005/874, 4-5=-17421712, 1-11=-310/182 BOT CHORD 10-11=548/1561, 9-10=-446/1402, 7-9=-422/1152 WEBS 3-10=97/362, 3-9=325/914, 4-9=-1158/534, 5-9=-284/990, 5-7=1635/573, 2-11=-1732/514 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=1511; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load 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=503, 11=493. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; April 10,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7477 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p��• building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing f y� iTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job . I Truss Truss Type City Ply Fraser Addition T13736016 J35342 PE_LM A08 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 6-3A 4x4 5-11-12 4x4 = 8.130 s Mar 112018 MiTek Industries, Inc. Tue Apr 10 09:32:04 2018 I D:oo4Zg7PrsBXpeIJHBdHJNgzlxmb-HYVugDLQPPeiY_LcL_38FYv102imMwWlgcwZM 15-7-0 213-0 26-11-0 27r6-11 3-4-0 5.8.0 5-8-0 0-7-11 Scale = 1:52.6 4x4 11 13 11 ,,. 9 . . 8 5x5 = 3x4 = 3x8 = 3x4 = 3x4 = 5x5 = i 7-11-4 15-7-0 213-0 27-6-11 7-11.4 7-7-12 5-8-0 6-3-11 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) -0.18 11-12 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.64 Vert(CT) -0.30 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.05 8 n/a n/a 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) 13=1500/0-4-0, 8=1500/Mechanical Max Horz 13=512(LC 7) Max Uplift 13=-492(LC 8), 8=504(LC 8) PLATES GRIP MT20 244/190 Weight: 192 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 3-12, 2-13, 6-8 . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1649/735, 3-4=-1803/815, 4-5=-1597/695, 5-6=-1195/562, 6-7=-297/251, 1-1 3=-300/183, 7-8=-311/254 BOT CHORD 12-13=600/1547, 11-12=-507/1386, 9-11=-463/1218 WEBS 3-12=130/337, 3-11=-300/866, 4-11=-1017/471, 5-11=203/661, 5-9=10621424, 6-9=544/1579, 2-13=-1758/506, 6-8=-1475/702 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=15ft; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 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) 13=492, 8=504. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top thorn and 1/2" gypsum sheetrock be applied directly to the bottom chord. pt 16 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®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 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 t ' Truss Truss Type Qty Ply Fraser Addition T13736017 J35342_PE_LM A09 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Tue Apr 10 09:32:05 2018 Page 1 I D: oo4Zg7 Prs BXpelJ H B dH JNgzlxmb-Ik3GtYL3AjmZ98vouhb NalSVbR235 PJR3Gf6urzS9e 0 6-3-4 12-30 13-71 19-3-0 24-11-0 27.6-11 6-3 4 5-11-12 1-0-0 5-8-0 5-8-0 2-7-11 Scale = 1:56.0 4x4 = 3 44x4 = 1x4 II 5x5 = 3x6 r 13 12 11 -- -- 10 8 3x6 II 3x4 = ! 3x8 = 3x4 = 5x5 = 3x8 = i 6-3-4 12-0-0 13-7-0 19-3-0 24-11-0 27-6-11 6-3-4 5-11-12 1.4-0 5-8-0 5-8-0 2-7-11 Plate Offsets (X Y)— 18:0-2-8 0-2-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.15 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.63 Vert(CT) -0.27 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix -AS Weight: 194 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 4-10. 6-8 REACTIONS. (lb/size) 13=1500/0-4-0, 8=1500/Mechanical Max Horz 13=512(LC 7) Max Uplift 13=-492(LC 8), 8=-504(LC 8) • FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1646/611, 2-3=1560/663, 3-4=1438/687, 4-5=-1251/610, 5-6=1251/610, 1-13=-1436/507 BOT CHORD 12-13=469/333, 11-12=-622/1531, 10-11=-572/1487, 8-10=-271/530 1 WEBS 2-12=-475/204, 5-10=-580/277, 1-12=-410/1478, 3-11=328/744, 2-11=-265/155, 4-11=-648/270, 4-10=-327/112, 6-10=-415/1264, 6-8=-1420/548 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=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 13=492, 8=504. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the. applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job i r Truss Truss Type Qty Ply Fraser Addition T13736018 J35342_PE_LM B01 G ROOF SPECIAL GIRDER 1 q , J Job Reference o tional East Coast Truss, Ft. Fierce, FL, - 3484b, o. 1 ou s mai i i — to rvn i on n 1-- ". 1 ��...�. - ,.. ID:oo4Zg7PrsBXpelJHBdHJNgzlxmb-h7AOIENJiK0GPR3A06drtAXCAFeCZEdk a8DzkzS9eM -21-0 5-0-12 8-7-3 11-7.6 14-7-8 18-11 4 21-5-2 24-0-0 28-0-0 2-0-0 5-0-12 3�r7 3-0-3 3-0-3 4-3-12 2-5-14 2.8-14 4-0-0 3x8 = 1x4 II 4x4 I 4 5.00 12 3x4 3 26 16 27 2x4 II HUS26 6x8 = HUS26 HUS26 3x8 5 6x8 M18SHS = 6 28 15 29 14 13 30 HUS26 7x10 M18SHS WB = HUS26 7x10 = 2x4 II HUS26 HUS26 Scale = 1:50.3 1x4 II 5xl0 = 7 Special 9 � 10 6x16 = 2x4 II Sx6 = HUS26 Special 5-0-12 8-7-3 9-10-1 11-7•& 14-7-8 18-11-4 _2L-5-2 24-0-0 �5-0-12 3Fi-7 1-2-14 1-9-5 3-0-3 4-3-12 2-5-14 2-6-14 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 NO Code FBC2017/TPI2014 CSI. TC 0.91 BC 0.97 WB 1.00 ' Matrix -MS DEFL. in (loc) Vdefl L/d Vert(LL) 0.54 13-15 >531 240 Vert(CT) -0.97 13-15 >296 180 Horz(CT) 0.12 9 n/a n/a PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 458 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. 6-8: 2x4 SP 285OF 1.8E, 8-10: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-7 oc bracing. BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3 *Except* 8-12,4-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 1-18:2x2-0/16 SP Stud a REACTIONS. (lb/size) 2=6489/0-8-0, 9=6407/0-8-0 Max Horz 2=187(LC 6) Max Uplift 2=-2359(LC 8), 9=-2659(LC 8) it FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-14362/4989, 3-4=-12657/4461, 4-5=-12673/4470, 5-6=-20369/7090, 6-7=-23325/8253, 7-8=-23271/8227, 8-9=13360/4809 BOT CHORD 2-17=-4348/13151, 16-17=-4348/13151, 15 16=-6296/18828, 13-15=-11642/34051, 12-13=11678/34171, 11-12=4227/11987, 9-11=4214/12017 WEBS 6-13=-414/1077, 8-11=526/635, 7-12=-362/234, 8-12=-4404/12729, 6-12=-11223/3776, 4-16=-3266/9329,3-16=-1816/671,3-17=-479/1401,5-16=-9223/3237,5-15=-2867/8368, 6-15=-16380/5753 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 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-&0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. Thomas A Albani PE No.39380 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA, Inc. FL Cert 6634 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 6904 Parke East Blvd. Tampa FL 33610 will fit between the bottom chord and any other members. Date: 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=2359, 9=2659. April 10,2018 ntinu "Bo. A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7477 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stpbility and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job , Truss Truss Type City Ply Fraser Addition T13736018 J35342_PE_LM 801G ROOF SPECIAL GIRDER 1 q J Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 10 09:32:07 Zu18 Nage Z ID:oo4Zg7PrsBXpelJHBdHJNgzlxmb-h7A01ENJiKOGPR3AO6drtAXCAFeCZEdkWa8DzkzS9eM NOTES- 11) Use Simpson Strong -Tie HUS26 (14-1 Od Girder, 4-1 Od Truss) or equivalent at 5-0-12 from the left end to connect truss(es) to back 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 18-11-4 to connect truss(es) to back face of bottom chord. �3) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 331 lb down and 261 lb up at 21-5-2 on top chord, and 397 lb down and 487 lb up at 21-4-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-90, 4-6=-90, 6-8=-90, 8-10=-90, 19-22=-20 Concentrated Loads (lb) Vert: 8=84(F) 13=-1 1 18(B) 11 =177(F) 12=-1534(B)17=-1732(8)26=-1118(B)27=-1118(6)28=-1118(B)29=1118(B)30=-1118(B) ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MI TEK REFERENCE PAGE 11711.7473 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 ■•Y■ 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 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' , t Truss Truss Type Qty Ply Fraser Addition T13736019 J35342_PE_LM B02 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 10 09:32:07 2018 Page 1 ID:oo4Zg7PrsBXpelJHBdHJNgzlxmb-h7AOI ENJiKOGPR3AO6dMXGSFh7ZH1 kWa8DzkzS9eM -2-0-0 4-5-2 8-7-3 12-3-3 15-11-6 19-10-0 2-0-0 4-5-2 4-2-1 3-B-0 3-8-3 3-10-10 Scale = 1:37.5 4x4 = 3x4 = , 3x8 = M — 3x4 = LOADING (psi) 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 FBC20171TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-9: 2x4 SP No.2 OTHERS 2x2-0/16 SP Stud REACTIONS. (lb/size) 8=1074/0-4-0, 2=1272/0-8-0 Max Horz 2=188(LC 7) Max Uplift 8=-351(LC 8), 2=-517(LC 8) CSI. DEFL. in (loc) I/deft Lid TC 0.70 Vert(LL) 0.30 9-10 >777 240 BC 0.79 Vert(CT) -0.58 9-10 >407 180 WB 0.78 Horz(CT) 0.05 8 n/a n/a Matrix -AS PLATES GRIP MT20 244/190 Weight: 97 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2012/667, 3-4=-1610/555, 4-5=1609/566, 5-6=-4393/1467, 6-7=-4095/1328, 7-8=-966/331 BOT CHORD 2-10=525/1773, 9-10=-685/2225, 8-9=-149/484 WEBS 3-10=431/208, 4-10=-242/821, 6-9=1822/656, 7-9=-1164/3678, 5-10=-933/406, 5-9=-692/2140 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=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=351,2=517. 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. N Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®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 WWI) connectors. This design is based only upon parameters shown, 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/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 t Truss Truss Type Qty Ply Fraser Addition T13736020 J35342_PE_LM B03 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 10 09:32:10ts 2018 Page 1 ID:oo4Zg7PrsBXpelJHBdHJNgzlxmb-9JkP WaOxTe870beNag84QO4U4f46ljVulEunVAzS9eL 2-0-12 4-5-0 8-6-7 12-8-9 16-10-10 19-9-4 -12 4-5-0 4 4-2-2 2 2-10-10 -0 4-1-8 -2-2 4x4 = 13 12 - I 11 lu 9 3x4 II 3x8 = 3x8 = 2x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.45 TCDL 15.0 Lumber DOL 1.33 BC 0.61 BCLL 0.0 Rep Stress Incr YES WB 0.89 BCDL 10.0 Code FBC2017ITP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2-0/16 SP Stud REACTIONS. (lb/size) 9=103810-4-0, 12=1304/0-4-0 Max Horz 12=448(LC 7) Max Uplift 9=-354(LC 8), 12=523(LC 8) DEFL. in (loc) I/deft Ud Vert(LL) -0.10 10-11 >999 240 Vert(CT) -0.20 10-11 >999 180 Horz(CT) 0.02 9 n/a n/a Scale = 1:49.5 PLATES GRIP MT20 244/190 Weight: 148 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=781/433, 5-6=783/437, 6-7=-779/394, 7-8=644/294, 8-9=-1041/364, 2-13=-540/377 BOT CHORD 11-12=290/666, 10-11=244/802 WEBS 4-11=-32/331, 6-11=-301/195, 6-10=297/103, 7-10=557/272, 8-10=351/1099, 4-12=-981/211 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=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=354,12=523. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA,1nc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 101031201E BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall 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/TPl1 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 I Truss Truss Type City Ply Fraser Addition T13736021 J35342_PE_LM B04 Common 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 10 09:32:09 2018 Page 1 ID:oo4Zg7PrsBXpelJHBdHJNgzlxmb-dWlnjwOZEyG_eIDZ7XfJybdfk3RA1 Av1_udK1 czS9eK -2-0-12 4-5-0 8-6-7 14-0-2 19-9.4 2-0-12 4-5-0 5-5-10 5-9-2 4x4 = 12 11 -- 10 9 8 3x4 II 3x8 = 3x4 = 2x4 3x4 = N. 0- - 2 8.6-7 -0-2 9-9 - 2 8-2-11 5-5-10 5-9-2 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.46 TCDL 15.0 Lumber DOL 1.33 BC 0.49 BCLL 0.0 Rep Stress Incr YES WB 0.88 BCDL 10.0 Code FBC2017rrP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2-0/16 SP Stud REACTIONS. (lb/size) 8=1038/0-4-0, 11=130410-4-0 Max Horz 11=425(LC 6) Max Uplift 8=351(LC 8), 11=525(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-776/438, 5-6=-810/434, 6-7=-981/415, 2-12=-596/367, 7-8=-980/368 BOT CHORD 10-11=219/644, 9-10=183/827 WEBS 4-10=-43/305, 4-11=969/213, 3-11=-71/259, 6-10=-303/186, 6-9=-312/138, 7-9=-231/879 Scale = 1:49.1 DEFL. in (loc) l/defl L/d PLATES GRIP Vert(LL) -0.10 10-11 -999 240 MT20 244/190 Vert(CT) -0.19 10-11 >999 180 Horz(CT) 0.01 8 n/a n/a Weight: 141 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=351,11=525. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 AWARNING - Verily 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 vedfy 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 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 Fraser Addition T13736022 J35342_PE_LM C01G Hip Girder 1 1 Job Reference (optional) East Coast -I russ, ht. viefce, t-L - 34y4b, o. 1... 1—. r — I. — I D:oo4Zg7PrsBXpelJHBdHJNgzlxmb-ZuQXBcQpIZWit3NyFyhn10iv5s0vA/3ZKRC6R6VzS9el 211 5-0-0 9-8-9 i 14-3-7 19-0-0 21-0-0 2-0-0 5-0-0 4-8-9 4�-13 4-8-9 2-0-0 NAILED NAILED NAILED 4x8 = NAILED 1x4 II NAILED NAILED 3x4 = 3 1819 20 21 4 22 23 5 24 Scale = 1:39.0 NAILED NAILED 4x10 = 25 6 0 tr o N A 3x6 = 1x4 II NAILED 3x8 = NAILED 4x4 = 4x8 = NAILED 3x4 3x6 I 1x4 II Special NAILED NAILED NAILED NAILED r 5-0-0 9.8-9 14-3-7 19-0-0 21-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.19 12 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.92 Vert(CT) -0.34 12-13 >739 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.87 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 3-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 2-11: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x2-0/16 SP Stud WEDGE Left: 2x4 SP No.3 • REACTIONS. (lb/size) 2=1797/0-8-0, 8=1554/Mechanical Max Horz 2=166(LC 7) Max Uplift 2=722(LC 8), 8=-540(LC 8) Max Grav 2=1797(LC 1), 8=1567(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3221/1093, 3-4=-4028/1452, 4-5=4028/1452, 5-6=3420/1245, 6-7=-1458/529, 7-8=-1568/543 BOT CHORD 2-13=1009/2926, 12-13=-1008/2945, 10-12=-1220/3420, 9-10=-451/1282 WEBS 3-13=0/341, 3-12=-458/1372, 4-12=-682/346, 5-12=244/684, 5-10=-921/426, 6-10=-855/2439, 6-9=-862/360, 7-9=-557/1633 PLATES GRIP MT20 244/190 Weight: 108 lb FT = 0% Structural wood sheathing directly applied or 2-3-2 oc purlins, except end verticals. Rigid ceiling directly applied or 5-4-5 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=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load 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 Ib uplift at joint(s) except Qt=lb) 2=722, 8=540. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 317 lb down and 57 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ®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 M iTe k• 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 April 10,2018 Job t Truss Truss Type Qty Ply Fraser Addition T13736022 J36342_PE_LM C01G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 ZU15 MI -I eK Industries, Inc. I ue Apr lU. U8:3Z:11 ZU1 tf rage z I D:oo4Zg7PrsBXpelJHBdHJNgzlxmb-ZuQX8cQpIZVVit3NyFyhn1 Oiv5sOwV3ZKRC6R6VzS9el 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, 6-7=90, 8-15=-20 Concentrated Loads (lb) Vert: 3=91(B) 6=15(B) 13=125(B) 9=-3(B) 20=91(13) 21=91(B) 22=-91(B) 23=91(B) 24=-91(B) 25=-15(8) 26=-35(B) 27=35(B) 28=-35(B) 29=-35(B) 30=35(13) 31=-3(B) 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 Ivi-rek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 22314. Tampa, FL 36610 Job , t Truss Truss Type Qty Ply Fraser Addition T13736023 J35342_PE_LM CO2 Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Tue Apr 10 09:32:11 2018 Page 1 ID:oo4Zg7PrsBXpelJHBdHJNgzlxmb-ZuQX8cQpIZWit3NyFyhn 10iz?s1 EV8sKRC6R6VzS9el -211 7-0-0 12-0-0 17-0-0 21-0-0 2i� 7-0-0 5-0-0 5-0-0 4-0-0 4x6 = 3x4 = 4 1415 4x4 = Scale = 1:39.0 3x4 = 3x4 = 5x8 — 2x4 II 1x4 II 7-0-0 17-0-0 21-0-0 7-0-0 10-0-0 4-0-0 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 FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2-0/16 SP Stud REACTIONS. (lb/size) 2=1336/0-8-0, 7=1138/Mechanical Max Horz 2=196(LC 7) Max Uplift 2=-538(LC 8), 7=-374(LC 8) CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.60 Vert(LL) -0.21 8-9 >999 240 MT20 244/190 BC 0.84 Vert(CT) -0.45 8-9 >559 180 WB 0.53 Horz(CT) 0.05 7 n/a n/a Matrix -AS Weight: 102 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2038/637, 3-4=-1772/645, 4-5=-1218/470, 5-6=-1384/468, 6-7=-1130/371 BOT CHORD 2-9=507/1761, 8-9=-602/1869 WEBS 3-9=11/327, 4-9=284/121, 4-8=819/304, 6-8=-327/1255 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=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 2=538,7=374. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; April 10,2018 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117I1.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MTek9 connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall pp� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and 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 Job , Truss Truss Type Qty Ply Fraser Addition T13736024 J35342—PE_LM CO3 Hip 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Tue Apr 10 09:32:12 2018 Page 1 ID:oo4Zg7PrsBXpelJHBdHJNgzlxmb-24_vLyRSWteZVCy8pfDOaEF87GPoEdzTgss_exzS9eH -211 4-7-9 9-0- 15-0-0 _ 21-0-0 2-0-0 4-7-9 4-4-7 6-0-0 6-0-0 06 = 1516 4x8 = Scale = 1:38.8 4x4 = 3x8 = 4x4 = — 3x4 II 1x4 II 9-0-0 15-0-0 21-0-0 9-0-0 6-0-0 6-0-0 Plate Offsets (X.Y)— 12:0-0-14.0-0-01 12:0-1-13 0-0-111,I5:0-5-4 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.58 TCDL 15.0 Lumber DOL 1.33 BC 0.75 BCLL 0.0 Rep Stress Incr YES WB 0.42 BCDL 10.0 Code FBC2017rrP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2-0/16 SP Stud WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=1336/0-8-0, 7=1138/Mechanical Max Horz 2=226(LC 7) Max Uplift 2=538(LC 8), 7=-374(LC 8) DEFL. in (loc) Udefl L/d PLATES GRIP Vert(LL) -0.14 10-14 >999` 24d MT20 244/190 Vert(CT) -0.28 10-14 >903 180 Horz(CT) 0.04 7 n/a n/a Weight: 109 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2136/713, 3-4=1706/592, 4-5=1515/594, 5-6=-1487/525, 6-7=-1075/390 " BOT CHORD 2-10=-573/1887, 9-10=-313/1274 WEBS 3-10=-424/220, 4-10=0/257, 5-10=-82/404, 6-9=-297/1160 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=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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) 2=538, 7=374. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 10,2018 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 q��• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek" Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply Fraser Addition T73736025 J35342_PE_LM C04 Hip 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 10 09:32:13 2018 Page 1 I D:oo4Zg7PrsBXpelJHBdHJNgzixmb-WHYIZIS4HAmQ7MXKMNkF7RnE6gnOz34dvWbYAOzS9eG -2-0-0 6-7-9 11-0-0 13-0-0 21-0-0 2-0-0 5-7-9 5-4-7 2-0-0 8-0-0 Scale=1:41.1 4x8 = 4x8 M18SHS = 3x4 = 1x4 II 3x4 = 4x8 = 3x4 = 1x4 II i 5-7-9 11-0-0 1 13-0-0 21-0-0 5-7-9 5-4-7 2-0-0 8-0-0 Plate Offsets (X Y)-- 12:0-3-9 0-0-141 f2:0-0-14 0-0-01 f2:0-0-13 0-0-01 f4:0-5-4 0-2-01 f5:0-4-8,0-2-01 16:0-3-0 0-1-121 17:Edoe,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.10 7-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.60 Vert(CT) -0.21 7-9 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 116 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 6-7: 2x4 SP No.2 OTHERS 2x2-0/16 SP Stud REACTIONS. (lb/size) 2=1336/0-8-0, 7=1138/Mechanical , Max Horz 2=255(LC 7) • Max Uplift 2=-538(LC 8), 7=-374(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2130/677, 3-4=-1451/545, 4-5=-1236/547, 5-6=-1479/518, 6-7=-1055/394 BOT CHORD 2-11=-534/1872, 10-11=534/1872, 9-10=280/1257, 7-9=90/296 WEBS 3-10=-699/285, 4-1 0=-1 32/349, 4-9=-252/180, 6-9=-190/966 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=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=538,7=374. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ® 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 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 Fraser Addition T13736026 J35342_PE_LM C05 Half Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Tue Apr 10 09:32:14 2018 Page 1 I D:o o4Zg7Prs BXpelJHBdHJN gzlxmb-_T6gmd Sit U u H k W6Xw4FUffKSA48kiT8m7AL5jgzS9eF -2-0-0 7-0-0 14-0-0 21-0-0 2-0-0 7-0-0 7-0-0 7-0-0 Scale = 1:39.1 S 5x8 = 1x4 II 1415 4 3x6 = 3x4 = 1.4 II 3x10 = 3x6 II 1x4 II i 7-0-0 14-0-0 21-0-0 7-0-0 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.10 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.53 Vert(CT) -0.20 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017rTP12014 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 2x2-0/16 SP Stud REACTIONS. (lb/size) 6=1138/Mechanical, 2=1336/0-8-0 Max Horz 2=261(LC 7) Max Uplift 6=-403(LC 5), 2=-536(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2036/645, 3-4=-1822/676, 4-5=1822/676, 5-6=-1068/415 BOT CHORD 2-9=625/1764, 8-9=623/1770 WEBS 3-9=0/277, 3-8=57/264, 4-8=-704/344, 5-8=-651/1919 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=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) 6=403, 2=536. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ® 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 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 ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job t r Truss Truss Type Qty Ply Fraser Addition T13736027 J35342 PE LM C06G Half Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, o. wv b rwar r r cv 10 rvn i en a Iuuou ia', n ID:oo4Zg7PrsBXpeIJHBdHJNgzlxmb-Sff2 zTKpo08MggjuomjcslbYTRWRvgvMg4eFGzS9eE 5-0-0 10-4-9 15-7-7 21-0-0 2-0-0 5-0-0 5A-9 5-2-13 5A-9 Special 4x8 = F nn Scale = 1:39.0 NAILED NAILED NAILED NAILED 3x4 = NAILED 1x4 II NAILED NAILED 3x8 = 1617 18 19 4 20 21 22 5 23 24 6 3x6 = 1x4 II NAILED NAILED '7X4 3x8 M18SHS = O%" NAILED NAILED 4x6 II 1x4 II Special NAILED NAILED NAILED 5.00 10-1-9 15-7-7 21-0-0 5-0-0 5-4-9 5-2-13 54-9 Plate Offsets MY)- 12:0 1 0 0 0-01 12:0-0-14 0-0-01 f2:0-0-13 0-0-41 f3.0-5-4 0-2-01 f7:Edoe 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.20 10-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.75 Vert(CT) -0.36 10-11 >696 180 M18SHS 2441190 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 105 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except' TOP CHORD Structural wood sheathing directly applied or 2-1-6 oc purlins, 3-6: 2x4 SP 285OF 1.8E except end verticals. BOT CHORD 2x4 SP 285OF 1.8E 'Except* BOT CHORD Rigid ceiling directly applied or 5-0-12 oc bracing. 7-9: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-10,4-8,6-8: 2x4 SP No.2 OTHERS 2x2-0/16 SP Stud WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 7=1752/Mechanical, 2=1867/0-8-0 Max Horz 2=198(LC 7) Max Uplift 7=-625(LC 5), 2=-749(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3376/1157, 3-4=-4273/1534, 4-5=3233/1166, 5-6=3233/1166, 6-7=-1664/638 BOT CHORD 2-11=1146/3016, 10-11=-1144/3026, 8-10=1554/4273 WEBS 3-11=0/356, 3-10=-473/1413, 4-10=-330/230, 4-8= 11351406, 5-8=-735/397, 6-8=1220/3433 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=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.1 B; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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 Ib uplift at joint(s) except (it=lb) 7=625,2=749. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. Thomas A. Albani PE No.38380 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 216 lb down and 268 lb up at MiTek USA, Inc. FL Cert 6634 5-0-0 on top chord, and 317 lb down and 57 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is 6904•Parke East Blvd. Tampa FL 33610 the responsibility of others. Date: 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). April 10,2018 ® 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 i t Truss Truss Type Qty Ply Fraser Addition T13736027 J35342_PE_LM C06G Half Hip Girder ' 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Tue Apr 10 09:32:15 2018 Page 2 I D:o o4Zg7PrsBXpe IJH BdHJNgzlxmb-Sff2_zTKp o 08M ggj Uomj CstbYTR W RvgvMg4eF GzS9e E LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-90, 3-6=-90, 7-13=-20 • Concentrated Loads (lb) Vert: 3=-145(F) 9=-35(F) 11=-125(F) 18=-91(F) 19=-91(F) 20=-91(F) 21=-91(F) 22=-91(F) 23=-91(F) 24=-91(F) 25=-35(F) 26=-35(F) 27=-35(F) 28=-35(F) 29=-35(F) 30=35(F) ® WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall q�• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I V IiT�i k� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPIII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 1 I Truss Truss Type Qty Ply1 Fraser Addition T13736028 J35342_PE_LM D01 G Half Hip Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Tue Apr 10 09:32:17 2018 Page 1 I D:oo4Zg7 P rsBXpelJH BdHJNgzlxmb-02noOfVa LP H sb_q 5bDoB H Hy2n H DPvtH Cg7ZIJ9zS9eC i 2.6-0 i 7-0-0 11.6-0 135-0 i 2-8-0 4-4-0 4-6-0 1-11-0 NAILED NAILED NAILED 4x4 = NAILED 3x4 = 3x4 = 4 15 16 17 5 18 6 3x4 11 105x5 = 6x6 zz ,. -- 3x6 11 7-1-8 2-0-0 2-8-0 7-0-0 7- 11-6-0 i__0 2-0-0 4-4-0 0- 4-4-8 1-11-0 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 NO Code FBC2017/TP12014 CSI. TC 0.39 BC 0.28 WB 0.48 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except' 3-10: 2x6 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 7=690/Mechanical, 10=958/0-8-0 Max Horz 10=243(LC 7) Max Uplift 7=-425(LC 5), 10=-538(LC 8) Max Grav 7=783(LC 28), 10=959(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1625/835, 4-5=-1451/800, 5-6=-466/290, 6-7=-769/419 BOT CHORD 9-10=-408/199, 8-9=-295/482 WEBS 3-10=-847/438, 4-9=-97/290, 5-8=-831/549, 6-8=503/900, 5-9=-668/1129, 3-9=-745/1596 DEFL. in (loc) I/defl Ud Vert(LL) 0.06 8-9 >999 240 Vert(CT) -0.09 8-9 >999 180 Horz(CT) 0.06 7 n/a n/a Scale = 1:25.3 PLATES GRIP MT20 244/190 Weight: 76 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-10 oc purlins, except end verticals. 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=1511; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=425, 10=538. 8) "NAILED" indicates 3-1Od (0.148"xY) or 3-12d (0.148"x3.25) toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 181 lb down and 70 lb up at 7-1-0 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 (6). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (pig Vert: 1-4=-90, 4-6=-90, 10-11=-20, 9-10=-20, 8-9=-20, 7-8=-20 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 I WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not B 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 V I Job ,i Truss Truss Type Qty ' 'Ply Fraser Addition 313736028 J35342_PE_LM D01 G Half Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 0.1 su s Niar I I zvi is Nn t ex tnaustnes,. Inc. i ue r+pr i u uyac. i r cu i o rdge 4 I D:oo4Zg7Prs BXpeIJ H Bd HJNgzlxmb-02no OfVa LPHsb_g5bDoB H Hy2 n H DPvtH Cg7ZIJ9zS9eC LOAD CASE(S) Standard Concentrated Loads (lb) Vert:4=-48(B) 9=36(B) 16=-5(B) 17=-28(B) 18=-74(B) 19=-42(B) 20=-15(B) 21=-13(B) I WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p �� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " iTeW is always required for stability and to prevent collapse 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 r Truss Truss Type Qty Ply Fraser Addition T13736029 J35342_PE—LM D02 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 3494b, a. -IOU s Mat t t cu 10 rvn i ert itiuusules, rnc. 1 uc ryn I ua.oc. io cu ro r ago i ID:oo4Zg7PrsBXpelJHBdHJNgzlxmb-KRvZpLWrtOXZrH_UjerfMi1 L15xENgCVHR2s01 zS9eA 2-6-0 9-0-0 1 11-6-0 13-5-0 2-8-0 6-4-0 2-6-0 1-11-0 5x5 = Scale = 1:26.9 3x4 = 4 5 3x4 11 9 5x5 = i 5x5 = 2x4 11 2-0-0 2-8-0 7-1-0 9-0=0 11.6.0 13-5-0 2-0-0 0-8-0 4-5-0 1-11-0 21-0 1-11-0 Plate Offsets (X Y)— 11:0-1-8 0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.54 Vert(LL) 0.03 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.19 Vert(CT) -0.05 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 77 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 3-9: 2x6 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 6=546/Mechanical, 9=913/0-8-0 Max Horz 9=307(LC 7) Max Uplift 6=-236(LC 5), 9=-426(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-962/381, 5-6=-529/212 BOT CHORD 8-9=-395/157, 7-8=-351/582 WEBS 3-9=-812/375, 3-8=-261/893, 4-8=-316/522, 4-7=-625/360, 5-7= 140/407 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft;ICat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber, DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=236,9=426. 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. 0 i Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 10,2018 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 Nat building design. Bracing indicated is to prevent buckling of individual truss web and/or chord me. eis 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 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 1 Truss Truss Type Qty Ply Fraser Addition T13736030 J35342—PE_LM D03 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, u.1 au s mar i 1 zui is mi I ex mausmes, inc. I ue Apr i u utnaz:zu zu i u rage I ID:oo4Zg7PrsBXpelJHBdHJNgzlxmb-pdTx1hXTeKfOSRZgHLMuvwaZNUHg6FefW5opwUzS9e9 2-8-0 6-10-0 11-0-0 13-5 0 2-8-0 4-2-0 4-2-0 2-5-0 5x5 = 3x4 = Scale = 1:31.2 5 6 10 3x4 II 5x5 = 5x5 = 2x4 II i 2-0-0 2-8-0 7-1-0 11-6-0 _ 13-5-0 _ 2-0-0 0-8-0 4-5-0 4-5-0 1-11-0 Plate Offsets (X Y)— 11:0-1-8.0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.04 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.17 Vert(CT) -0.07 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 84 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 3-10: 2x6 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 7=546/Mechanical, 10=913/0-8-0 Max Horz 10=370(LC 7) Max Uplift 7=-233(LC 5), 10=-422(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1186/395, 4-5=-1127/449, 6-7=-536/222 BOT CHORD 9-10=485/179, 8-9=197/294 WEBS 3-10=-729/322, 3-9=330/1217, 4-9=-364/224, 5-9=-536/1013, 5-8=-518/307, 6-8=-193/504 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuI1=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 at=lb) 7=233, 10=422. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; April 10,2018 A 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 pSp�Sol, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Idl 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 ANSIrrPl1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply Fraser Addition T13736031 J35342_PE_LM D04 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 10 09:32:21 2018 Page 1 ID:oo4Zg7PrsBXpeIJH BdHJNgzlxmb-Hp1 JEt Y5PenH4b8tg2t7R77iDudud5oklXzSwzS9e8 2-8-0 7-1-0 11-6-0 - , 13-0-0 1$-5-0 2-8-0 4-5-0 4-5-0 1.6-0 d-5-d 3x4 11 6 10 o.uu tic - 3x4 II 5x5 = 5x5 = 4x4 = 2-0-0 8-0 7-1-0 11-6-0 13-5-0 2-1-1)-8-0 4-5-0 45-0 1-11-0 Plate Offsets (X Y)— 11:0-1-8 0-0-31 LOADING (pso 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 WEBS 2x4 SP No.3 *Except* 3-10: 2x6 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 7=546/Mechanical, 10=91310-8-0 Max Horz 10=442(LC 7) Max Uplift 7=-225(LC 5), 10=417(LC 8) Max Grav 7=574(LC 13), 10=913(LC 1) CSI. DEFL. in (loc) I/defl Ud TC 0.49 Vert(LL) 0.05 9 >999 240 BC 0.18 Vert(CT) -0.07 8-9 >999 180 WB 0.42 Horz(CT) 0.05 7 n/a n/a Matrix -AS FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=1158/347, 4-5=-1177/436 BOT CHORD 9-10=-541/183 WEBS 3-10=-734/324, 3-9=-280/1180, 4-9=-406/252, 5-9=617/1122, 5-7=594/250 Scale = 1:34.8 PLATES GRIP MT20 2441190 Weight: 88 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=225, 10=417. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 A 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 property incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Iy�iT®k� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite M2, Alexandria, VA 22314. Tampa, FL 36610 Job t Truss Truss Type City Ply Fraser Addition T13736032 J35342_PE_LM D05 Monopitch 1 i Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 10 09:32:21 2018 Page 1 ID:oo4Zg7PrsBXpeIJHBdHJNgzlxmb-Hpl JE1 Y5PenH4b8tg2t7R77hXudjd8ok[XzSwzS9e8 2-10 5-62 8-6-0 , 11-0-0 13-5-0 2-B-0 3-0-0 2-10-0 3-0-0 .r 1-11-0 10 3x4 II 5x5 = 5.00 12 5x5 = 3x4 II 2-0-0 2 8 0 8-0-0 11 8 0 13-5-0 _ J 2-0-0 0.8-0 3-0-0 2-10-0 3-0-0 1-11-0 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 ]nor YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 "Except* 3-10: 2x6 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 6=546/Mechanical, 10=913/0-8-0 Max Horz 10=442(LC 7) Max Uplift 6=-225(LC 5), 10=-417(LC 8) Max Grav 6=574(LC 13), 10=913(LC 1) CSI. DEFL. in (loc) I/defl Ud TC 0.54 Vert(LL) -0.02 8 >999 240 BC 0.19 Vert(CT) -0.04 8 >999 180 WB 0.42 Horz(CT) 0.03 6 n/a n/a Matrix -AS FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-760/242, 4-5=-323/181, 5-6=-530/246 BOT CHORD 9-10=-539/171, 8-9=-401/706, 7-8=-447/796 WEBS 3-10=-784/345, 3-9=-158/762, 4-8=-154/360, 4-7=-880/436, 5-7=-219/418 Scale = 1:34.8 PLATES GRIP MT20 244/190 Weight: 85 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=225, 10=417. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33810 Date: April 10,2018 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* is always required for stability and to prevent collapse 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, 2118 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job i y Truss Truss Type Qty Ply Fraser Addition T13736033 J35342_PE_LM D06 Monopitch 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 10 09:32:22 2018 Page 1 ID:oo4Zg7PrsBXpelJHBdHJNgzlxmb-10ahSNZjAxv8ilj3OmOM_LfsQlvBaAR)¢PH W?MzS9e7 2-8-0 3-8-0 10-6-0 LI&-0 13-5-0 2-8-0 1-0-0 6-10-0 1-0-0 1-11-0 11 3x4 II 5x5 = 5x5 = 3x4 II 5.00 12 2-0-0 2-8-0 3-8-0 10.6-0 11-0-0 13-5-0 2-0-0 0-8-0 1-0-0 6-10-0 1-0-0 1-11-0 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/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-11: 2x6 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 7=546/Mechanical, 11=913/0-8-0 Max Horz 11=442(LC 7) Max Uplift 7=-225(LC 5), 11=417(1_C 8) Max Grav 7=574(LC 13), 11=913(LC 1) CSI. DEFL. in (loc) I/defl Lid TC 0.53 Vert(LL) -0.06 9-10 >999 240 BC 0.37 Vert(CT) -0.13 9-10 >999 180 WB 0.35 Horz(CT) -0.01 7 n/a n/a Matrix -AS Scale = 1:34.8 R PLATES GRIP MT20 244/190 Weight: 90 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=158/271, 3-4=-365/106, 4-5=-483/158, 5-6=-312/226, 6-7=-535/255 BOT CHORD 10-11=-593/200, 9-10=-494/547, 8-9=-243/446 WEBS 3-11=-727/227, 3-10=-240/814, 4-10=-547/297, 4-9=-202/279, 5-9=126/355, 5-8=-783/325, 6-8=301/578 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 7=225, 11=417. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Palace East Blvd. Tampa FL 33610 Date: April 10,2018 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 �qq�' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing r1/� iTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job r r Truss Truss Type Qty Ply Fraser Addition T13736034 J35342_PE_LM D07G Half Hip Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Tue Apr 10 09:32:24 2018 Page 1 I D:oo4Zg7PrsBXpelJHBdHJNgzlxmb-hOiSs2azhZ9sx2sSWBQg3mkDp6ZO2xLERjmd3FzS9e5 4-0-0 7-8-8 11-5-0 16-8-0 4-0-0 3-8-8 3-8-8 5-3-0 12 11 HUS26 V HUS26 HUS26 U24 7x8 = U24 HUS26 6 6x8 M18SHS II 7x8 8x8 = tOx10 — = 5x14 M18SHS II HUS26 U24 HUS26 U24 HUS26 U24 HUS26 i 4-0-0 7-8-8 11-5-0 164-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.47 TCDL 15.0 Lumber DOL 1.33 BC 0.47 BCLL 0.0 Rep Stress Incr NO WB 0.90 BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP SS WEBS 2x4 SP No.3 *Except* 5-6,1-11: 2x8 SP No.2, 5-7,1-10: 2x4 SP No.2 REACTIONS. (lb/size) 6=825010-8-0, 11=7761/0-8-0 Max Horz 11=436(LC 5) Max Uplift 6=3092(LC 5), 11=2855(LC 8) DEFL. in (loc) I/deft L/d Vert(LL) 0.12 9-10 >999 240 Verl(CT) -0.20 9-10 >988 180 Horz(CT) 0.02 6 n/a n/a Scale = 1:38.8 PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 286 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-14 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=10191/3823, 2-3=9480/3595, 3-4=-5999/2324, 4-5=5519/2195, 5-6=-6736/2538, 1-11=-6661/2502 BOT CHORD 10-11=814/1221, 9-10=-3651/9330, 7-9=-3361/8714 WEBS 2-10=-393/609, 2-9=-763/365, 3-9=-1724/4546, 3-7=-4829/1899, 4-7=-865/1950, 5-7=-3144/8424, 1-10=3140/8502 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=3092, 11=2855. 11) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-1 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 U24 (4-10d Girder, 2-10dxl 1/2 Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-0-12 from the left end to 15-0-12 to connect truss(es) to front face of bottom chord. 13) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-1 Od Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-4-12 from the left Thomas A. Albani PE No.39390 MiTek USA, Inc, FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 April 10,2018 Job v Truss Truss Type Qty Ply Fraser Addition T13736034 J35342_PE_LM D07G Half Hip Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, tm 3u s mar i i zults ml I etc inausmes, Inc. i ue /Apr I u ua:az:z,t zu i o rage z I D:oo4Zg7PrsBXpelJHBdHJNgzlxmb-hOiSs2azhZ9sx2sSWBQg3mkDp6Z02xLERjmd3FzS9e5 NOTES- 14) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 10-4-12 from the left end to 14-4-12 to connect truss(es) to back face of bottom chord. 15) 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) Vert: 1-4=90, 4-5=-90, 6-11=20 Concentrated Loads (lb) Vert: 13=-1626(B) 14=-1626(B) 15=-670(F) 16=-1626(B) 17=-526(F) 18=-1626(B) 19=-526(F) 20=-1480(B) 21=-526(F) 22=-1480(B) 23=-526(F) 24=-1480(B) 25=-526(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7479 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 T ek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M i Y 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 r Truss Truss Type Qty Ply Fraser Addition T13736035 J35342_PE_LM MV1 Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 2x3 b.I3U S Mar I I ZUIts N11I eK Inuustnes, Inc. t ue Apr lu uu:oz;zO zv to rays t ID:oo4Zg7PrsBXpelJHBdHJNgzlxmb-9bGg4ObbSsHjZCRe3ux3czHVNVONncgOfNVAbhzS9e4 1-8-10 1-8-10 Scale = 1:6.3 5.00 12 2 E LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) , -0.00 2 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 4 lb FT = 0% LUMBER- TOP CHORD 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-8-10 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=54/1-8-10, 2=44/1-8-10, 3=10/1-8-10 Max Horz 1=25(LC 8) Max Uplift 1=-13(LC 8), 2=-26(LC 8) Max Grav 1=54(LC 1), 2=44(LC 1), 3=20(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; 6CDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using 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) 1, 2. v Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6034 69D4 Parke fast Blvd. Tampa FL 33610 Date: April 10,2018 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 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 ANSII7PI1 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 Fraser Addition T13736036 J35342_PE_LM MV10 Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, ts.19U s mar 11 zuits mi I etc Inousines, Inc. I ue Apr "IU uv:3z:zo zul n rage I ID:oo4Zg7PrsBXpelJHBdHJNgzlxmll-dngCHkcEDAPaBMOgdcTl8BgV8vH_W2SXu1 Fk87zSge3 10-6-8 10.6-8 Scale = 1:25.1 3 2x4 1x4 51 42x4 II 1 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.38 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 40 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 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. REACTIONS. (lb/size) 1=191/10-6-8, 4=230110-6-8, 5=642/10-6-8 Max Horz 1=307(LC 5) Max Uplift 1=22(1_C 8), 4=-85(LC 5), 5=-274(LC 8) Max Grav 1=194(LC 14), 4=235(LC 13), 5=642(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=518/296 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (it=lb) 5=274. 1 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6034 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 A 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 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 ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 9 1 Truss Truss Type Qty Ply Fraser Addition l T13736037 J35342_PE_LM MV12 Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 12-6-8 m i,% s mar i i Zulu NII I eK Inoustrles, Inc. I ue tApr iu uu;oZ:Z/ cu to raye I I D:oo4Zg7PrsBXpelJH BdHJNgzlxmb-5ZOaV4CS_UXRoWbOBJ_XhOMktJfJFVYg7h_HgazS9e2 Scale = 1:29.1 4 3x4 % 7 6 8 5 1x4 II 1x4 II 2x4 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/TPI2014 CSI. DEFL. in (]cc) 1/defi Ud TC 0.48 Vert(LL) n/a - n/a 999 BC 0.24 Vert(CT) n/a - n/a 999 WB 0.10 Horz(CT) -0.00 5 n/a n/a Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-6-8. (lb)- Max Horz 1=371(LC 5) Max Uplift All uplift 100lb or less atjoint(s) 1, 5 except 6=-217(LC 8), 7=-204(LC 8) Max Grav All reactions 250lb or less atjoint(s) 1, 5 except 6=529(LC 13), 7=477(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=298/132 WEBS 3-6= 417/230, 2-7=384/229 PLATES GRIP MT20 244/190 Weight: 51 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=217. 7=204. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1-7473 rev. 1010312015 BEFORE USE. k® Design valid for use only with MiTeconnectors. This design is based only upon parameters shown, 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!TPII Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job , r Truss Truss Type Qty Ply Fraser Addition T13736038 J35342_PE_LM MV13 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.130 s Mar 112018 MiTek Industries, Inc. Tue Apr 10 09:32:27 2018 Page 1 I D:oo4Zg7PrsBXpelJHBdHJNgzixmb-5ZOaV4cs_UXRo WbOBJ_XhOMigJeKFU5g7h_HgazS9e2 13-4-13 13-4-13 Scale = 1:30.9 3x4 i 7 6 8 5 2x4 11 I 1x4 11 1x4 II 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 0.61 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.30 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix-S Weight: 54 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-4-13. (lb) - Max Horz 1=398(LC 5) Max Uplift All uplift 100 lb or less atjoint(s) 1, 5 except 6=244(LC 8), 7=-232(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=611(LC 13), 7=544(LC 1) • FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-322/147, 2-3=251/137 WEBS 3-6=467/258, 2-7=442/264 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between'the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except Qt=lb) 6=244, 7=232. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ��• 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 Fraser Addition T13736039 J35342_PE_LM MV14 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 14-6-8 3x4 i t1.1Ju s Mar 11 zu16 MI I ex Inausines, inc. I ue Apr 1U Uy:3z:zu zulo rage i I D:oo4Zg7 PrsBXp e I J H Bd HJNgzlxmb-2M W Lwme6 W5n92glPl k07 mpS21711j0 Qza1TOISZS9eO 52x4 II Scale = 1:33.9 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 0.61 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.37 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 60 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc jiurlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-6-8. (lb) - Max Horz 1=434(LC 7) Max Uplift All uplift 100lb or less atjoint(s) 1, 5 except 6=239(LC 8), 7=-242(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1 except 5=268(LC 13), 6=624(LC 13), 7=567(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-345/157, 2-3=-268/131 WEBS 3-6=460/252, 2-7=454/270 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except Qt=lb) 6=239, 7=242. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 10,2018 ®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 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 Qty Ply Fraser Addition T73736040 J35342_PE LM MV15 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Tue Apr 10 09:32:30 2018 Page 1 ID:oo4Zg7PrsBXpeIJHBdHJNgzlxmb-WY3j76fkHPvOf7.KbsRXEJ 1_DNWbCSrd7pfDxHvzS9e? 8-8-0 15-1-8 _ 8-8-0 6-5-8 2x4 11 Scale = 1:27.8 10 9 8 7 6 3x4 = 1x4 II 1x4 II 1x4 II 2x4 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/TPI2014 CSI. DEFL. in (too) I/dell Ud TC 0.59 Vert(LL) n/a n/a 999 BC 0.55 Vert(CT) n/a n/a 999 WB 0.08 Horz(CT) -0.00 6 n/a n/a Matrix-R PLATES GRIP MT20 244/190 Weight: 62 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 15-1-8. (lb) - Max Horz 10=319(LC 7) Max Uplift All uplift 100 lb or less at joints) 10, 6, 8 except 7=-164(LC 8), 9=311(LC 5) Max Grav All reactions 250 lb or less atjoint(s) 10, 6 except 7=385(LC 1), 9=568(LC 1), 8=356(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-7=-322/178, 2-9=-463/273, 3-8=-287/121 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6, 8 except Qt=lb) 7=164, 9=311. Thomas A. Albani PE No.3938D MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 Fraser Addition T13736041 J35342_PE_LM MV16 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 10 09:32:31 2018 Page 1 ID:oo4Zg7PrsBXpeIJHBdHJNgzlxmb_kd5LRgM2i1tH7voQ92TrEXNsw?5BHJG2JyVPLzS9e_ 15-10-8 16-6-Q r 15-10-8 Ir8-0 , 5x5 = 3x4 11 Scale = 1:38.6 5 6 3x4 i 12 11 1013 9 8 73x4 11 tx4 II 1x4 II 3x4 = 1x4 I 1x4 II 5 0-8 6-6- 15-10-8 -8-0 Plate Offsets KY)- 15.0-2-8 0-2-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.32 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WE 0.18 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 81 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3 10-0-0 oc bracing: 7-8. REACTIONS. All bearings 16-6-8. (lb) - Max Horz 1=482(LC 5) Max Uplift All uplift 100lb or less atjoint(s) 1, 7, 8 except 11=-207(LC 8), 9=-183(LC 8), 12=196(LC 8) ' Max Grav All reactions 250 lb or less atjoint(s) 1, 7 except 11=493(LC 13), 9=555(LC 13), 12=458(LC 1), 8=299(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=399/172, 2-3=324/156, 3-4=-270/137 WEBS 3-11=-393/234, 4-9=-367/211, 2-12=-369/215 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 8 except (jt=lb) 11=207, 9=183, 12=196. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 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 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 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 f r Truss Truss Type Qty Ply Fraser Addition T13736042 J35342-PE_LM MV17 Valley 1 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.13U s mar 11 zu1ti Nil I eK inaustnes, Inc. I ue Apr 1u ud:3z:3z zUlb rage 1 I D:oo4Zg7 PrsBXpelJH BdHJNgzlxmb-SxBTYng_p09jvHU_saiOS4Y WKADvAj Q Gzi2KnzS9dz 12-8-0 17-1-B 12-8-0 4-5-8 5.00 12 Scale = 1:32.4 1 5 4x8 t 11 10 9 8 7 15 6 3x4 = 4x8 M18SHS II 1x4 II 1x4 II 3x4 = 1x4 II i 12-M 17-1-8 12-8-0 4-5-8 Plate Offsets (X Y)— 16:Edge 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.96 Vert(CT) n/a n/a 999 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-R Weight: 77 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 `Except' 1-11: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. All bearings 17-1-8. (lb) - Max Horz 11=374(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 11=-135(LC 4), 6=-148(LC 5). 9=-175(LC 4), 10=-359(LC 5), 7=162(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 11=265(LC 14), 6=320(LC 13), 9=487(LC 1), 10=566(LC 13), 7=513(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-9=405/198, 2-10=419/272, 4-7=376/188 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint 11, 148 lb uplift at joint 6, 175 lb uplift at joint 9, 359 lb uplift at joint 10 and 162 lb uplift at joint 7. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with 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 p �Nt building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA,22314. Tampa, FL 36610 Job K Truss Truss Type Qty Ply 11'raserAddition T13736043 J35342 PE_LM MV79 Valley 1 1 — Job Reference (optional) tasc coasi +toss, ri. meme, rL a 40 �.,,. ...,..�� .. �.. �.. ..,.. ..._. . __..r.._ .... __._ . ID:oo4Zg7PrsBXpelJHBdHJNgzixmti-kXNOmCBDg 128TfU1 Pj_9G6ME280CZHgfgpxsS2zS8pc 16-8-0 19-1-8 16-8-0 2-5-8 5.00 12 2x4 II Scale = 1:37.2 7 14 13 12 11 10 2x4 II 3x4 = 1x4 II 3x4 = 1x4 II 82x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 'TC 0.54 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.32 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(CT) -0.00 13 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 110 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-1-8. (lb) - Max Horz 14=58(LC 8) Max Uplift All uplift 100 lb or less at joints) 14, 8 except 10=-189(LC 5), 13=-240(LC 8), 12=143(LC 4). 9=-112(LC 8) \ Max Grav All reactions 250 lb or less at joint(s) 14, 8 except 10=582(LC 14), 13=505(LC 13), 12=498(LC 13), 9=468(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 5-10=-427/216, 2-13=-390/209, 4-12=-344/166, 6-9=-312/136 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8 except Qt=lb) 10=189, 13=240, 12=143, 9=112. rJ Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Left 6634 6904 Parke East Blvd. Tampa FL 33810 Date; April 10,2018 A 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 ,� �qViTe k� buildingdesign. 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 IV I 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 , i Truss Truss Type Qty Ply Fraser Addition T13736044 J35342_PE_LM MV2 Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 2x3 8.130 s Mar 11 ZU1a MI I eK maustnes, Inc. I ue Apr 1U U9:32:34 ZU18 Page 1 I D:oo4Zg7Prs BXpelJ H Bd H J N gzlxmb-OJJ EzTiF LdQR8bd N5HcATt90485zOgvi kH B9 PgzSgdx 2-6-8 2x3 11 2 3 Scale: 1.5"=1' I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 7 lb FT = 0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-6-8 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=9212-6-8, 3=92/2-6-8 Max Horz 1=53(LC 7) Max Uplift 1=-29(LC 8), 3=-32(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.1B; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall 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 r r Truss Truss Type Qty Ply Fraser Addition T13736045 J35342 PE_LM MV2A Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 3494b, 0.-1 su s miar -i -i ZV I a wn I en muubmeb, urc. I ue MPi I ua.0ca4 a IQ rayc i ID:oo4Zg7PrsBXpeIJHBdHJNgzixmb-OJJ EzTiFLdQR8bdN5HcATt91 m85lOgvikHB9PgzS9dx 2-0-0 2-0-0 Scale = 1:6.9 5 nnri—q- 2 3 I 2z3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n1a 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 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=7012-0-0, 2=57/2-0-0, 3=13/2-0-0 Max Horz 1=32(LC 8) Max Uplift 1=-17(LC 8), 2=-34(LC 8) Max Grav 1=70(LC 1), 2=57(LC 1), 3=25(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. ~ NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber _ DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using 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 atjoint(s) 1, 2. Thomas A. Albani PE No.38380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®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 property incorporate this design into the overall building design. Bracing indicated -is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 r Truss Truss Type Qty Ply Fraser Addition T13736046 J35342_PE_LM MV3 Valley 1 1 Job Reference (optional) East Coast -I russ, Ft. Fierce, FL - 34V46, 2x3 l 3-8-10 o. wV S Mar I I GV IO Iwll l UR rlluuazuw, It I- I D:oo4Zg7 P rsBXpelJ H BdHJNgzlxmb-s WlcApjt6xYl mICZf?7 PO4i8PXOY779szxwix6zS9dw 2x3 II 2 3 Scale = 1:10.5 I ; LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 12 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-8-10 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=156/3-8-10, 3=156/3-8-10 Max Horz 1=90(LC 7) Max Uplift 1=49(LC 8), 3=55(LC 8) 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; B6DL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date; April 10,2018 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 m qr building design. Bracing indicated is to prevent buckling ofindividual truss web and/or chord members only. Additional temporary and permanent bracing f V I iTe ka is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPit quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply Fraser Addition T13736047 J35342_PE_LM MV3A Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 3-2-8 O, WVSWIGHI 11 Lu 1O Ivil I un r I---, ncry ID:oo4Zg7PrsBXdHJNgzlxmb-sWtcApjtxYlmICZf17 PO4j9w7X�aPN77.n9sszwxw,i�x6,zSy9cdw, 2 3 Scale = 1:9.5 2x3 2x3 II r I 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 0.21 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.10 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 10 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-2-8 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=128/3-2-8, 3=128/3-2-8 Max Horz 1=74(LC 7) Max Uplift 1=-40(LC 8), 3=-45(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Thomas A. Alban! PE No.39380 MlTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-M73 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 MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Fraser Addition T13736048 J35342_PE_LM MV4 Valley 1 1 Job Reference (notional) East Coast Truss, Ft. Pierce, FL - 34946, i I 2x3 4-6-8 d.73V s Mar I -I LU 10 NII I eK IUUU5Irle5, Ills. I ue HIn lu uv:a4:Ju cu to rayu i ID:oo4Zg7PrsBXpelJHBdHJNgzlxmb-LiR_09jVlFg9NunlDieeYl EFVxi_saP?BbgFTYzS9dv 2x3 11 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) n/a n/a 999 TCDL 15,0 Lumber DOL 1.33 BC 0.27 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P. LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=202/4-6-8, 3=202/4-6-8 Max Horz 1=116(LC 5) Max Uplift 1=-64(LC 8), 3=-70(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown 2 3 Scale = 1:12.2 PLATES GRIP MT20 244/190 Weight: 15 lb FT = 0% Structural wood sheathing directly applied or 4-6-8 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=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber _ DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ® 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 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 Mi 9ek� Is always required for stability and to prevent collapse 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/TPit 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 d Job f Truss Truss Type Qty Ply Fraser Addition T13736049 J35342_PE_LM MV4A Valley 1 1 Job Reference (optional) East coast Truss, Ft. Pierce, FL - 3494b. 2x3 a. I OV 5twat I I Lut o IVn t CR r rn1u5u1C5, n 16. IUCHpt I ua.oc.or —o ryc, ID:oo4Zg7PrsBXpelJHBdHJNgzlxmb-pu?MbVk7eYo0?2MxmPgt5VnSmL4Sb1 e9QFPp0?zS9du 4-0-0 4.0-0 Scale = 1:11.1 2x3 II 2 3 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 0.39 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.19 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 13 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=172/4-0-0, 3=172/4-0-0 Max Horz 1=99(LC 7) Max Uplift 1=-54(LC 8), 3=-60(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. • NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Thomas A. Albani PE No.39390 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; April 10,2018 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 i Job # Truss Truss Type Qty Ply Fraser Addition T13736050 J35342_PE_LM MV5 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 1U U9:3Z:3/ ZU15 Page 1 -, ID:oo4Zg7PrsBXpeIJHBdHJNgzlxmb-pu?MbVk7eYoO?2MxmP9t5VnPZL?Ib1 e9QFPpO?zS9du 5-8-10 5-8-10 2x3 II ,2 3 2x3 2x3 II i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). I/deft Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.49 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=266/5-8-10, 3=266/5-8-10 Max Horz 1=154(LC 7) Max Uplift 1=84(LC 8), 3=-93(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:15.5 PLATES GRIP, MT20 244/190 Weight: 19 lb FT = 0% Structural wood sheathing directly applied or 5-8-10 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=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Thomas A. Albani PE No.38380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p �y �• building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing i�i iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracinglof trusses and truss systems, see ANSIITP,11 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 Fraser Addition T73736051 J35342_PE_LM MV5A Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 5-8-0 8.130 s Mar 11 2018 MI I eK InrlustrleS, Inc. I ue Apr I UV:JZ:JB ZU16 I'age I I D:oo4Zg7PrsBXp eIJH B dHJNgzlxmb-H5YkpnlOswtdCx8K7g6djKU DIL9 KUulfv9 MYRzS9dt 2x3 11 2 Scale = 1:15.4 3 2x3 i�- 2x3 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 0.99 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.48 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a TIM BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 19 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=264/5-8-0, 3=264/5-8-0 Max Horz 1=152(LC 5) Max Uplift 1=83(LC 8), 3=-92(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. s NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerancesjor rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply Fraser Addition T13736052 J35342_PE_LM MV5B Valley 1 1 1 Job Reference (optional) East GOast 1 russ, ht. Nlefce, t-L - 3484U, 0.10V J Ividr I I Zu IO IVII I Cn uiuuau rca, nn.. I D:oo4Zg7PrsBXpelJHBdHJNgzlxmb-IH67OBmN9A2kEM WKugCLAwsi_9is3x8StZuw4tzS9ds 5.2-8 5-2-8 2x3 11 2 3 2x3 2x3 II Scale=1:14.4 I LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.79 I Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.39 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a' BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 17 lb FT = 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=238/5-2-8, 3=238/5-2-8 Max Horz 1=138(LC 7) Max Uplift 1=75(LC 8), 3=-83(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 5-2-8 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=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; April 10,2018 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 �y�• 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 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 Fraser Addition T13736053 J35342 PE LM MV6 Valley 1 1 Job Reference (optional) East Coast -I russ, Ft. vierce, FL - -54W), ID:oo4Zg7PrsBXpeIJHBdHJNgzlxmb IH670BmN9A2kEMWKugCLAwsgMgmq3xKStZuw4tzS9ds 6-6-8 6-6-8 2x3 II 3 5 4 2X3 % 1x4 II 2x3 II Scale = 1:17.7 I LOADING (psf) TCLL 30.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.26 DEFL. in (loc) Udefl Ud Vert(LL) n/a n/a 999 PLATES GRIP MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WEI 0.05 i Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 23 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=104/6-6-8, 4=143/6-6-8, 5=376/6-6-8 Max Horz 1=180(LC 7) Max Uplift 1=-1O(LC 8), 4=-52(LC 5), 5=-160(LC 8) Max Grav 1=108(LC 14), 4=146(LC 13), 5=376(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-305/174 1 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- ; 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=160. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL 33610 Date: April 10,2018 ®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 MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job : Truss Truss Type ` Qty Ply Fraser Addition T13736054 J35342_PE_LM MV7 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. a.1 su s mar r1 zuits ml i eK maustrles, inc. I ue Apr i u ua:az:4u zu i o rage i I D:oo4Zg7 PrsBXpelJ HB dHJNgzlxmb-DTgVDWnOwTAbsW5 WSYjaj8P? BY6koOUb6 D eTcJzS9dr 6-3.4 6-3-4 s rn N M 1 2x3 11 Scale = 1:20.5 3 1 x4 12x3 I I 3x6 I I 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 0.32 BC 0.15 I WB 0.06 Matrix-S DEFL. in Vert(LL) n/a Vert(CT) n/a Horz(CT) -0.00 (loc) I/defl Ud n/a 999 n/a 999 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 27 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 I TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 4=127/6-3-4, 5=409/6-3-4, 1=137/6-3-4 • Max Horz 1=217(LC 7) j Max Uplift 4=51(1_C 5), 5=-186(LC 8), 1=14(LC 8) Max Grav 4=132(LC 13), 5=409(LC 1), 1=146(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-327/195 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; 6=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 1 except Qt=lb) . 5=186. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; April 10,2018 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 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 ■ o• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing fy1 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 ANSIfTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ; r Truss Truss Type City Ply Fraser Addition T13736055 J35342_PE_LM MV7A Valley 1 1 Job Reference optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 10 09:32:41 2018 Page 1 I D: oo4Zg7 P rsBXpelJHB dH J N gzlxmb-hg EtRsnehn I S Uggj? FEpFLyAtyRpXrkkLsN 09mzS9dq 7-2-8 7-2-8 2x3 11 Scale = 1:18.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.16 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 26lb 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 OTHERS 2x4 SP No.3 I REACTIONS. (lb/size) 1=119/7-2-8, 4=157/7-2-8, 5=421/7-2-8 Max Horz 1=201(LC 7) Max Uplift 1=-12(LC 8), 4=-58(LC 5). 5=-179(LC 8) Max Grav 1=122(LC 14), 4=161(LC 13), 5=421(LC 1) ' FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-340/194 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=179. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; April 10,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall 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 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 i Job t r Truss Truss Type Qty Ply Fraser Addition T13736056 J35342_PE_LM MV8 Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34y46, m i.iu s Mar -1 1 41Jl6 wll I eK InUUbUle5, Inc. I Lie Fipr I U UU:04:41 N 10 rdye I ID:oo4Zg7PrsBXpelJHBdHJNgzlxmb-hgEtRsnehnlSUggj?FEpFLy7byQeXgXkLsNO9mzS9dq B-6-8 8.6-8 2x4 11 Scale=1:21.3 3 5 4 2x4 i 1x4 II 2x4 II I , LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deFl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.24 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 32 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=148/8-6-8, 4=186/8-6-8, 5=509/8-6-8 Max Horz 1=244(LC 7) Max Uplift 1=16(LC 8), 4=-69(LC 5), 5=-217(LC 8) Max Grav 1=151(LC 14), 4=191(LC 13), 5=509(LC 1) . FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-411/235 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 i 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except Qt=lb) 5=217. Thomas A. Albani PE No:39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 AL WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 , tI Truss Truss Type Qty Ply Fraser Addition T13736057 J35342_PE_LM MV9 Valley 1 1 Job Reference o tional East Coast I Russ, H. Fierce, t-L - 3494d, tu.1 sU S Mar 11 ZU"I d MI I eK Inaustries, mG. I ue Fipr t V uu:O[:9G ZU i o raye i I D:oo4Zg7PrsBXpelJH BdHJNgzlxmb-9soFeCoGS5QJ5pFvZzl3oZUG4MIkGHauaW7ahCzS9dp 9.8-0 9-8-0 2x4 11 Scale: 12"=1' 3 2x4 �- � 1x4 I 4 2x4 11 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 0.61 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.31 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 36 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=172/9-8-0, 4=211/9-8-0, 5=584/9-8-0 Max Horz 1=279(LC 5) Max Uplift 1=-19(LC 8), 4=-78(LC 5), 5=-250(LC 8) Max Grav 1=175(LC 14), 4=216(LC 13), 5=584(LC 1) • FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=471/269 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; 6=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except Qt=lb) 5=250. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®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 ontyupon parameters shown, 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 ANSgiPll 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 t Job r r Truss Truss Type Qty Ply Fraser Addition � T13736058 J35342_PE_LM MV9A Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, ts.13U s mar i l zuits MI i eK Inousines, Inc. we Apr -iv Uy:bz:4d zu io rage I I D:oo4Zg7PrsBXpelJHBdHJNgzlxmb-d2MdsYpuDOYAjzp57gGIKm I Snm5S?kv1 oAs7DezS9do 9-2-8 9-2-8 2x4 11 Scale = 1:22.7 3 2x4 % I 5 i 1x4 II 42x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.28 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 34 lb FT = 0% TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=162/9-2-8, 4=201/9-2-8, 5=554/9-2-8 Max Horz 1=265(LC 7) Max Uplift 1=-18(LC 8), 4=-74(LC 5), 5=-236(LC 8) Max Grav 1=165(LC 14), 4=206(LC 13), 5=554(LC 1) • FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-447/255 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 4 except (jt=lb) 5=236. Thomas A, Albani PE No.39380 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®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 MTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIRPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job I Truss Truss Type Qty Ply Addition IFraser T13736059 J35342 PE LM V27 Valley 1 1 — — Job Reference (optional) I D:oo4Zg7PrsBXpelJ H Bd H J Ngzlxmb-VcwaZhZnxKB W6h6tXk?zz5Lg3L8P D3gU L64wdzS8oy 5-0-0 9-7-2 12-5-8 17-5-8 22-5-8 27-1-3 5-0-0 4-7-2 2-10� 5-0-0 5 0-0 4-7-11 5.00 1Scale = 1:46.92 4x4 = 1x4 II 4x4 = 4 17 5 18 6 15 14 13 12 11 10 9 8 2x4 II 3x4 = 1x4 II 1x4 II 3x4 = 1x4 II 1x4 II 2x4 II i i i 5-0-0 9-7-2 12-5.8 17-5-8 22-5.8 27-1-3 5-0-0 4-7-2 2-10-6 5-0-0 _ 5-0-0 4-7-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) WellUd TCLL 30.0 Plate Grip DOL 1.25 TC 0.78. Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.44 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.40 , Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 146 lb FT = O% BRACING - TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 27-1-3. (lb) - Max Horz 15=-59(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 12 except 15=-123(LC 4), 8=-106(LC 8), 14=-172(LC 4), 13=-154(LC 8), 9=138(LC 8), 10=-213(LC 5) Max Grav All reactions 250 lb or less at joint(s) 15 except 8=300(LC 14), 14=645(LC 13), 13=442(LC 15), 12=497(LC 13), 9=616(LC 14), 10=684(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-14=-499/249, 3-13=-300/174, 4-12=-320/121, 6-9=-404/170, 5-10=-522/242 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=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 15=123,8=106,14=172,13=154,9=138,10=213. Thomas A. Albani PE No.39380 MiTek USA; Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall AiTek• 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 A fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job - r Truss Truss Type Qty, Ply Fraser Addition T13736060 J35342_PE LM ZCJ1 Jack -Open 6 1 Job Reference (optional) East coast I russ, Ft. Pierce, FL - "S4y4b, 1 4 o. wvsmai ii c�io rvuion nwwuwa,uw. I D:oo4Zg7PrsBXpelJHBdHJNgzlxmb-aRTOHEg6lDotyHzUE5lmQB6tLZooTfdKGULEIXzS9dm 1-0-0 Scale = 1:8.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 4 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.22 Vert(CT) -0.01 4 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Weight: 4 lb 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 6-0-0 oc bracing. REACTIONS. (lb/size) 2=-0/Mechanical, 3=93/Mechanical Max Horz 2=50(LC 1). 3=57(LC 8) Max Uplift 3=-67(LC 8) Max Grav 3=93(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. Thomas A, Albani PE No.39390 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 10,2018 A WARNING -Verity design parameters and READ NOTES ON MIS 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 ivi iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job , L Truss Truss Type Qty Ply Fraser Addition T73736061 J35342_PE_LM ZCJ1A Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 10 09:32:46 2018 Page 1 ID:oo4Zg7PrsBXpeIJHBdHJNgzlxmb-2d 1 mUarmWJwkaRYgooq7yPfx8z7ZC6tTU85ngzzS9dl 4-0-0 4-0-0 1� LOADING (psi) 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 CSI. DEFL. in (loc) I/deft Ud TC 0.67 Vert(LL) 0.00 7 >999 240 BC 0.32 Vert(CT) 0.00 5 >999 180 WB 0.00 Horz(CT) 0.00 2 n/a n/a Matrix -MP Scale = 1:13.5 PLATES GRIP MT20 244/190 Weight: 15 lb FT = O% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 1-0-0 except Qt=length) 3=Mechanical. (lb) - Max Horz 2=179(LC 8) Max Uplift All uplift 100 lb or less atjoint(s) except 3=-414(LC 1), 2=-1290(LC 8), 4=-525(LC 1) Max Grav All reactions 250 lb or less at joints) except 3=420(LC 8), 2=1402(LC 1), 4=534(LC 8), 2=1402(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 414 lb uplift at joint 3, 1290 lb uplift at joint 2, 525 lb uplift at joint 4 and 1290 lb uplift at joint 2. Thomas A, Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; April 10,2018 AWARNING - 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 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 ivi iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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, Alexandda, VA 22314. Tampa, FL 36610 Job r r Truss Truss Type Qty Ply Fraser Addition T13736062 J35342_PE_LM ZCJ1B Jack -Open 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Tue Apr 10 09:32:47 2018 Page 1 I D:oo4Zg7PrsBXpelJHBdHJNgzlxmb-WpbBhwsPHd2bCb7sM WLEVcB7kNUixZ7djogLMPzS9dk -2-0-0 1-0-0 2-M 1-0-0 Scale = 1:9.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.00 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.20 Vert(CT) 0.00 8 >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 FBC2017lrP12014 Matrix -MP — Weight: r8 lb 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x2-0/16 SP Stud REACTIONS. (lb/size) 3=-50/Mechanical, 2=417/0-8-0, 4=-78/Mechanical Max Horz 2=102(LC 8) Max Uplift 3=-50(LC 1), 2=-325(LC 8), 4=78(LC 1) Max Grav 3=58(LC 8). 2=417(LC 1), 4=82(LC 8) • FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; 6=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ;'end vertical left and right exposed; 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 50 lb uplift at joint 3, 325 lb uplift at joint 2 and 78 lb uplift at joint 4. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, notNat a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall e' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS.IITPII 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 r r Truss Truss Type City Ply Fraser Addition T13736063 J35342 PE LM ZCJ3 Jack -Open 4 1 i Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 1 o. 1 ov b mdr r r cv i o vn i cn a iuumuca, a ice. "c -F' � . , I ID:oo4Zg7PrsBXpeIJHBdHJNgzlxmb-Wpb8hwsPHd2bCb7sMWLEVcB7kNW1xZ7djogLMPzS9dk 2-0-0 1 3-0-0 Scale = 1:13.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.01 4-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.11 Vert(CT) -0.01 4-8 >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/TP12014 Matrix -MP Weight: 14 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x2-0/16 SP Stud REACTIONS. (lb/size) 3=86/Mechanical, 2=403/0-8-0, 4=14/Mechanical Max Horz 2=151(LC 8) Max Uplift 3=-40(LC 8), 2=-239(LC 8) Max Grav 3=88(LC 13), 2=403(LC 1), 4=47(LC 3) i 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=132ni TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 40 lb uplift at joint 3 and 239 lb uplift at joint 2. Thomas A, Albani PE No.39380 MiTek USA, Inc, FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 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 parametersshown, 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 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, Alexandda,,VA 22314. Tampa, FL 36610 Job r r Truss Truss Type Qty Ply Fraser Addition T13736064 J35342 PE LM ZCJ3S Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL-34945, a,oub,vm,,,cu,own,ennwumuP w,11— , c ,,v a.I, y I-�, ID:oo4Zg7PrsBXpelJHBdHJNgzlxmb-_09WvFt12xASpki3wDsT1 gkOknrzg7nmySauuszS9dj 2-4-0 2-8-0 3-M 2-0-0 0-0-0 0.4-0 Ia 1x4 II 5 4 Scale = 1:12.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.07 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 13 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=0/Mechanical, 4=-235/0-8-0, 4=-235/0-8-0, 5=552/0-8=0 Max Horz 3=135(LC 1), 5=-135(LC 1) Max Uplift 4=-235(LC 1), 4=-235(LC 1), 5=-409(LC 8) Max Grav 4=198(LC 8), 5=552(LC 1) • 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=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 235 Ito uplift at joint 4 and 409 Ito uplift at joint 5. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II-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 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 1 W Truss Truss Type Qty Ply Fraser Addition T13736065 J35342 PE LM ZCJ3T Jack -Open 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 1 8.130 s Mar 112018 MiTek Industries, Inc. Tue Apr 10 09:32:49 2018 Page 1 ID:oo4Zg7PrsBXpeIJHBdHJNgzlxmb-SCjv6btfpEJJRuHFTxNia1 HZUBBCPS1wB6JRRIzS9di 3-0-0 2x4 II 5 4 2-0-0 2 8-0 I� Scale = 1:12.5 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 0.21 Vert(LL) 0.00 5 >999 240 MT20 / 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.07 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 HOrz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix -MP Weight: 13 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=-O/Mechanical, 4=-235/0-8-0, 4=-235/0-8-0, 5=552/0-8-0 Max Horz 3=135(LC 1), 5=-135(LC 1) Max Uplift 4=235(LC 1), 4=-235(LC 1), 5=-409(LC 8) Max Grav 4=198(LC 8), 5=552(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=151t; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 pet bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 235 lb uplift at joint 4 and 409 Ito uplift at joint 5. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; April 10,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. �� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 r 1 Truss Truss Type Qty Ply Fraser Addition T13736066 J35342_PE_LM ZCJ5S Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34945, 8.1JU 5 Ividr 11 4uIo IVII I CR IIIuu5uwb' ulu. I ue r P1 I V vD. 4— GU Io aga I ID:oo4Zg7PrsBXpeIJHBdHJNgzlxmb-SCjv6btfpEJJRuHFTxNia1 HTJB2uPSFwB6JRRIzS9di 2-6-0 i 2-4-0 5 4x6 Scale = 1:16.5 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.66 Vert(CT) 0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.11 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 19 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 2-5: 2x6 SP No.2 REACTIONS. (lb/size) 3=29/Mechanical, 5=556/0-8-0, 4=-58/Mechanical Max Horz 5=142(LC 8) Max Uplift 3=-44(LC 5), 5=-278(LC 8), 4=-58(LC 1) Max Grav 3=53(LC 13), 5=556(LC 1), 4=29(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-359/190 i NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 We 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 44 lb uplift at joint 3, 278 lb uplift at joint 5 and 5B lb uplift at joint 4. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A, Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with 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 r Truss Truss Type City Ply Fraser Addition T13736067 J35342 PE UM ZCJ5T Jack -Open 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Tue Apr 10 09:32:50 2018 Page 1 I D:oo4Zg7PfsBXpelJHBdHJNgzlxmb-wOHHKxuHaYRA32sR1 eux7Fpd_aOC8vU3Pm3?zkzS9dh 2-8.0 5-0-0 _ 2-8-0 24-0 54X67�— 4 0 Scale = 1:16.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Ildefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.66 Vert(CT) 0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(CT) -0.11 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 19 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 `Except` 2-5: 2x6 SP No.2 REACTIONS. (lb/size) 3=28/Mechanical, 5=556/0-8-0, 4=-57/Mechanical Max Horz 5=142(LC 8) Max Uplift 3=-44(LC 5), 5=-278(LC 8), 4=-57(LC 1) Max Grav 3=53(LC 13), 5=556(LC 1), 4=29(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-361/191 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS�(directional); cantilever left and right exposed ; end vertical left and right exposed; 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 44 lb uplift at joint 3, 278 lb uplift at joint 5 and 57 lb uplift at joint 4. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. �� Design valid for use only with 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 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,Alexandrta, VA 22314. Tampa, FL 36610 Job , r Truss Truss Type Qty Ply Fraser Addition T73736068 J35342_PE_LM ZEJ2 Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 10 09:32:51 2018 Page 1 I D:oo4Zg7PrsBXpeIJHBdHJNgzlxmb-ObrfXHvvKrZ1 gCRebMPAfSMoj_rztJRDeQoYVBzS9dg -2-M 1-3-D 2.6-14 _ 2-0-0 1-3-0 1-3-14 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.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x2-0/16 SP Stud 1-0-0 �1-3-2-6-14 1-0-0 Uoo 1-3-14 CSI. DEFL. in (loc) Vdefl L/d TC 0.62 Vert(LL) 0.00 6 >999 240 BC 0.24 Vert(CT) 0.00 6 >999 180 WB 0.24 Horz(CT) -0.00 4 n/a n/a Matrix -MP REACTIONS. (lb/size) 4=28/Mechanical, 5=-331/Mechanical, 6=76010-6-0 Max Horz 6=140(LC 8) Max Uplift 4=-15(LC 5), 5=331(LC 1), 6=-552(LC 8) Max Grav 4=32(LC 13), 5=270(LC 8), 6=760(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-535/643 BOT CHORD 2-6=-578/589, 5-6=-578/449 WEBS 3-6=-682/504, 3-5=-510/658 Scale = 1:12.4 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-14 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=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 I 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 15 lb uplift at joint 4, 331 lb uplift at joint 5 and 552 lb uplift at joint 6. Thomas A. Alberti PE No.39380 MiTek USA, Inc. FL Cert 6634 699 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11711.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 J. Job r Truss Truss Type Qty Ply Fraser Addition T73736069 J35342_PE_LM ZEJ2A Jack -Open 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34846, a. wu s Mar 1 1 LU 10 IVII I ere 1nrlUbaleb, IrIG. 1 Ue Min rU UW;04. G — 10 rd9B 1 I D:oo4Zg7PrsBXpeIJHBdHJNgzlxmb-tnP11dWX59hul M?gg3wPCgv4FOAicpmMt4Y62dzS9df 2-0-0 6 5 US II 1x4 II Scale = 1:10.4 PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN. 2-0-0 2-0-0 4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 5 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.27 Vert(CT) -0.00 5 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 8 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 3=O/Mechanical, 4=203/Mechanical Max Horz 3=157(LC 1), 4=-157(LC 1) Max Uplift 4=-148(LC 8) Max Grav 4=203(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 148 lb uplift at joint 4. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®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 i•Yi building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek' Is always required for stability and to prevent collapse with possible personal injury,and property carnage. 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 t Truss Truss Type Qty Ply Fraser Addition T13736070 J35342_PE_LM ZEJ5 Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 10 09:32:53 2018 Page 1 I D: oo4Zg7 Prs BXpelJH BdHJNgzlxmb-LzyPyzx9sTptwWaOi n SektRBxo W YLGcV5kHfa3zS9d e 4-0-0 5-M R n N Scale = 1:21.6 5-M 5-0-0 Plate Offsets (X Y)— 12.0-1-14 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.04 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC , 0.30 Vert(CT) -0.04 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 31 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=105/Mechanical, 2=777/0-8-0, 4=20/Mechanical Max Horz 2=279(LC 8) Max Uplift 3=-50(LC 5), 2=-503(LC 8) Max Grav 3=117(LC 13), 2=777(LC 1), 4=66(LC 3) • FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 50 lb uplift at joint 3 and 503 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 e�• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ■•Y■ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 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 Job t r Truss Truss Type City Ply Fraser Addition T13736071 J35342_PE_LM ZEJ5A Jack -Open 14 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Tue Apr 10 09:32:54 2018 Page 1 ID:oo4Zg7PrsBXpeIJHBdHJNgzlxmb-pAWo9JxodmxcXf9DGUztH5_J6Cp34jsfK01 C6WzS9dd 2-0-0 1 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 TCDL 15.0 Lumber DOL 1.33 BC 0.41 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x2-0/16 SP Stud REACTIONS. (lb/size) 3=181/Mechanical, 2=488/0-8-0, 4=55/Mechanical Max Horz 2=202(LC 8) Max Uplift 3=96(LC 8), 2=242(LC 8) Max Grav 3=181(LC 1), 2=488(LC 1), 4=88(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) I/deft Ud Vert(LL) -0.03 4-8 >999 240 Vert(CT) -0.06 4-8 >999 180 Horz(CT) 0.01 3 n/a n/a Scale = 1:17.4 PLATES GRIP MT20 244/190 Weight: 21 lb FT = 0% BRACING - TOP CHORD Structural wood, sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 96 lb uplift at joint 3 and 242 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 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 FIVE' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 , 1 Truss Truss Type Qty Ply Fraser Addition T13736072 135342_PE_LM ZEJ7 Jack -Open 5 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 10 09:32:54 2018 Page 1 ID:oo4Zg7PrsBXpelJHBdHJNgzlxmb-pAWo9JxodmxcXf9DGUztH5_J7Cq_4igfKO1 C6WZS9dd 7-0-0 7-0-0 �I0 3x6 11 5 4 1x4 II 0:0 7-0-0 -0 2-0-0 4-8-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.60 TCDL 15.0 Lumber DOL 1.33 BC 0.35 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 BCDL 10.0 Code FBC2017rrP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=164/Mechanical, 4=32/Mechanical, 5=551/0-8-0 Max Horz 5=192(LC 8) Max Uplift 3=-112(LC 8), 4=-5(LC 5), 5=-232(LC 8) Max Grav 3=173(LC 13), 4=72(LC 3), 5=551(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-444/233 DEFL. in (loc) I/deft Ud Vert(LL) -0.03 4-5 >999 240 Vert(CT) -0.04 4-5 >999 180 Horz(CT) -0.07 3 n/a n/a Scale = 1:22.0 PLATES GRIP MT20 244/190 Weight: 24 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 112 lb uplift at joint 3, 5 lb uplift at joint 4 and 232 lb uplift at joint 5. 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. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date; April 10,2018 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 q�• 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 irn 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 ANStfTPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job t t Truss Truss Type Qty Ply Fraser Addition T13736073 J35342_PE_LM ZEJ7S Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Tue Apr 10 09:32:55 2018 Page 1 I D:oo4Zg7 P rsBXpelJH BdHJNgzlxmb-HM4ANfyQ 043T9pkP q B U6q IXPYb9tpAcoZ2mmeyzS9dc 2-8-0 7-0-0 2-8-0 4-4-0 6I — u 54x6 = i 2-0-0 2-8-0 7-0-0 N Ol Scale = 1:20.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.02 4-5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.43 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.12 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 26 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-5: 2x6 SP No.2 REACTIONS. (lb/size) 3=138/Mechanical, 5=594/0-8-0, 4=16/Mechanical Max Horz 5=192(LC 8) Max Uplift 3=102(LC 8), 5=-265(LC 8), 4=3(LC 5) Max Grav 3=154(LC 13), 5=594(LC 1), 4=60(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-470/238 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 3, 265 lb uplift at joint 5 and 3 Ito uplift at joint 4. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 AWARNING - 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 t building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication• storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 36610 Job, r Truss Truss Type Qly Ply Fraser Addi T13736074tion J35342_PE_LM ZEJ7S1 Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Tue Apr 10 09:32:56 2018 Page 1 I D:oo4Zg7PrsBXpelJHBdHJNgzlxmb4YeYa?z29OBJnzJbOv?LM W3ei?T2Ydxyoi WJBOzS9db 2-8-0 5-2-D 7-0-0 , 2-8-0 2-6-D 1-10-0 aI 74x6 -, m 19 N Scale = 1:20.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.03 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.57 Vert(CT) -0.04 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(CT) -0.10 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 27 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 `Except* 2-7: 2x6 SP No.2 REACTIONS. (lb/size) 4=91/Mechanical, 7=594/0-8-0, 5=62/Mechanical Max Horz 7=192(LC 8) Max Uplift 4=-72(LC 8), 7=265(LC 8), 5=22(LC 8) Max Grav 4=118(LC 13), 7=594(LC 1), 5=68(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-7=493/194 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 72 lb uplift at joint 4, 265 lb uplift at joint 7 and 22 lb uplift at joint 5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; April 10,2018 WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 piq.� 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 ANSVTPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA.22314. Tampa, FL 36610 Job t t Truss Truss Type Qry Ply Fraser Addition T13736075 J35342 PE_LM ZEJ7S2 Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 10 09:32:56 2018 Page 1 I D:oo4Zg7P rs BXpelJ H Bd H J Ngzlxmb-IYeYa?z290 BJ nzJbOv?LM W3gT?S5Ydwyoi WJBOzS9d b 2-8-0 3-2-0 7-M i 2-8-0 0-M 3-10-0 �I vxo 5.00 12 Scale = 1:20.5 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 0.55 BC 0.63 WB 0.05 Matrix -AS DEFL. in Vert(LL) -0.02 Vert(CT) -0.03 Horz(CT) 0.08 (loc) I/defl L/d 5-6 >999 240 5-6 >999 180 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 27 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 2-7: 2x6 SP No.2 REACTIONS. (lb/size) 4=118/Mechanical, 7=594/0-8-0, 5=35/Mechanical Max Horz 7=192(LC 8) Max Uplift 4=-95(LC 8), 7=-265(LC 8), 5=-4(LC 5) Max Grav 4=140(LC 13), 7=594(LC 1), 5=65(LC 3) . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-306/98 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 95 lb uplift at joint 4, 265 lb uplift at joint 7 and 4 lb uplift at joint 5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A, Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; April 10,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, notB 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 �y� iTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-99 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 . y Truss Truss Type Qty Ply Fraser Addition T13736076 J35342_PE_LM ZEJ7T Jack -Open 6 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 10 09:32:57 2018 Page 1 ID:oo4Zg7PrsBXpeIJHBdHJNgzlxmb-DICwoK_gwhJAP7unxcWavjcpl PpIH4A50MFtjgzSgda 2-8-0 5-8-0 7-0-0 2-8-0 3-0-0 1 4-0 — 1. 74x6 % _ 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.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-7: 2x6 SP No.2 �2-8-0 7-0-0 CSI. DEFL. in (loc) I/deft L/d TC 0.69 Vert(LL) 0.03 6-7 >999 240 BC 0.54 Vert(CT) -0.03 6-7 >999 180 WB 0.03 Horz(CT) -0.10 4 n/a n/a Matrix -AS REACTIONS. (lb/size) 4=73/Mechanical, 7=594/0-8-0, 5=81/Mechanical Max Horz 7=192(LC 8) Max Uplift 4=66(LC 5), 7=265(LC 8), 5=30(LC 8) Max Grav 4=107(LC 13), 7=594(LC 1), 5=81(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-7=-408/205 Scale = 1:20.5 PLATES GRIP MT20 244/190 Weight: 27 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 4, 265 lb uplift at joint 7 and 30 lb uplift at joint 5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date; April 10,2018 WARNING . Verify design paramefers 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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I iTek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the VI fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r y Truss Truss Type Qty Ply Fraser Addition T73736077 J35342_PE_LM ZEJ7T1 Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.130 s Mar 112018 MiTek Industries, Inc. Tue Apr 10 09:32:58 2018 Page 1 ID:oo4Zg7PrsBXpeIJHBdHJNgzlxmb-hxml?g_Ih?R10HT_VK1pRx9?5p8y0XTFFO?QFHzS9dZ 2-8-0 4-6-8 7-0-0 2-8-0 1-10-8 2-5-8 �Id - 74x6 li Scale = 1:20.5 2-0-0 2-0-0 2-8-0 0 8-0 4-6-8 1-10 8 7-0-0 2-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.03 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.60 Vert(CT) -0.04 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Hcrz(CT) -0.10 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 27 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 `Except* 2-7: 2x6 SP No.2 REACTIONS. (lb/size) 4=103/Mechanical, 7=594/0-8-0, 5=50/Mechanical Max Horz 7=192(LC 8) Max Uplift 4=80(LC 8), 7=265(LC 8), 5=-13(LC 8) Max Grav 4=127(LC 13), 7=594(LC 1), 5=59(LC 3) + FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-361/180 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 80 lb uplift at joint 4, 265 lb uplift at joint 7 and 13 lb uplift at joint 5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 10,2018 ®WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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, Suhe 312, Alexandria, VA 22314. Tampa, FL 36610 Job , Truss Truss Type Qly Ply Fraser Addition T13736078 J35342_PE_LM ZEJ7T2 Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Tue Apr 10 09:33:00 2018 Page 1 ID:oo4Zg7PrsBXpeIJHBdHJNgzlxmb-eJl3QM0YDchIGbdMdl4HWMELycpwU RzXiKUXK9zS9dX 2-8-0 4-0-0 _ 7-0-0 2-8-0 1-4-0 3-0-0 ' , �Id Jxo 11 v.w I is 74X6 m N M I� Scale = 1:20.5 2-0-0 2-0-0 8-0 2-4-0-0 0.8, 1-4-0 7-0-0 31-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.03 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.63 Vert(CT) -0.03 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.09 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 27 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 `Except' 2-7: 2x6 SP No.2 REACTIONS. (Ib/size) 4=110/Mechanical, 7=594/0-8-0, 5=43/Mechanical Max Horz 7=192(LC 8) Max Uplift 4=86(1_C 8), 7=-265(LC 8), 5=-9(LC 5) Max Grav 4=133(LC 13), 7=594(LC 1), 5=61(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-7=-318/165 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 fot 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 86 lb uplift at joint 4, 265 lb uplift at joint 7 and 9 lb uplift at joint 5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6034 6904 Parke East Blvd. Tampa. FL 33610 Date: April 10,2018 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 iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p 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, PJexandda, VA 22314. Tampa, FL 36610 Job g 1 Truss Truss Type Qty Ply Fraser Addition T13736079 J35342_PE_LM ZHJ2 Diagonal Hip Girder 1 ,, 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Tue Apr 10 09:33:00 2018 Page 1 I D:oo4Zg7PrsBXpelJHBdHJNgzlxmb-eJt3QMOYDchIGbdMdl4HWMEHdcoDURLXi KUXK9zS9dX 4-9-15 3-6-15 2-9-15 ' 3.6-15 Scale = 1:12.2 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.09 4-7 >483 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.68 Vert(CT) 0.07 4-7 >568 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 15 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=13/Mechanical, 2=379/0-10-9, 4=37/Mechanical Max Harz 2=140(LC 8) Max Uplift 3=-133(LC 17), 2=-467(LC 8), 4=-108(LC 17) Max Grav 3=174(LC 22), 2=630(LC 28), 4=130(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load noriconcurrent 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 133 lb uplift at joint 3, 467 lb uplift at joint 2 and 108 lb uplift at joint 4. 9) "NAILED" indicates 3-1 Old (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NOS guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 4-5=-20 Concentrated Loads (lb) - Vert: 8=237(F=179, B=58) 9=49(B) Thomas A. Albani PE No.3938D MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ® 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 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, Alexandra, VA 22314. Tampa, FL 36610 Job , 1 Truss Truss Type Qty Ply Fraser Addition T13736080 J35342_PE_LM ZHJ5 Diagonal Hip Girder 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Tue Apr 10 09:33:01 2018 Page 1 ID:oo4Zg7PrsBXpeIJHBdHJNgzlxmb-6WRRdi1B_wpctkBZASbW3ZnSIOAMDs7hx D4sczS9dW -2-9-15 3-6-4 7-0-2 2-9-15 3-6-4 3-5-14 LOADING (pso SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.86 TCDL 15.0 Lumber DOL 1.33 BC 0.56 BCLL 0.0 Rep Stress Incr NO WB 0.16 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2-0/16 SP Stud REACTIONS. (lb/size) 4=164/Mechanical, 2=513/0-10-15, 6=119/Mechanical Max Horz 2=201(LC 8) Max Uplift 4=85(LC 8), 2=443(LC 8), 6=49(LC 5) Max Grav 4=182(LC 17), 2=661(LC 28), 6=236(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-622/138 BOT CHORD 2-6=-190/516 WEBS 3-6=-542/200 Scale = 1:18.3 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.18 6-10 >462 240 MT20 244/190 Vert(CT) -0.18 ,6-10 >447 180 Horz(CT) 0.02 2 n/a n/a Weight: 34 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrenl 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 85 lb uplift at joint 4, 443 lb uplift at joint 2 and 49 lb uplift at joint 6. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=90, 5-8=-20 Concentrated Loads (lb) Vert: 11=116(F=58, B=58) 13=98(F=49, B=49) 14=1l(F=5, B=5) Thomas A, Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; April 10,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall MiTek* TIt 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 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VX22314. Tampa, FL 36610 Job y t Truss Truss Type Qty Ply Fraser Addition T13736081 J35342_PE_LM ZHJ7S Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, �I Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 10 09:33:02 2018 Page 1 I D:oo4Zg7 PrsBXpelJH BdHJNgzlxmb-ai?pr22 pIExT Vu mlkA6lcnJj_QZIyJwgAezeO2zS9dV 3-7-12 6-7-2 9-10-1 3-7-12 2-11-6 3-2-14 NAILED LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOLL 1.25 TC 0.48 TCDL 15.0 Lumber DOL 1.33 BC 0.38 BCLL 0.0 Rep Stress Incr NO WB 0.19 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS 3x4 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.01 6 >999 240 MT20 244/190 Vert(CT) -0.01 6-7 >999 180 Horz(CT) -0.01 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 2-7: 2x8 SP No.2 REACTIONS. (lb/size) 4=119/Mechanical, 5=-8/Mechanical, 7=968/0-10-3 Max Horz 7=177(LC 5) Max Uplift 4=-54(LC 8), 5=-17(LC 5), 7=-518(LC 8) Max Grav 4=119(LC 1), 5=138(LC 26), 7=968(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-281/523 BOT CHORD 7-8=-438/298, 6-7=-617/272, 5-6=-66/255 WEBS 2-7=-624/335, 2-6=-258/576, 3-6=-295/114 Scale = 1:21.8 Weight: 46 lb FT = O% Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. 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=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 4, 17 lb uplift at joint 5 and 518 lb uplift at joint 7. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-90, 7-8=-20, 5-7=-20 Concentrated Loads (lb) Vert: 10=-132(F=-66, B=-66) 11=89(F=44, B=44) Thomas A, Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 10,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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+ iTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 1,4 r Truss Truss Type City Ply Fraser Addition T13736082 J35342_PE_LM ZHJ7T Diagonal Hip Girder 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.130 s Mar 11 2015 MiTek Industries, Inc. I ue Apr 1U U9:33:U3 ZU1t$ Nage 1 ID:oo4Zg7 Prs BXpeIJ H Bd H J Ngzlxmb-2uZB202 R WX3K72 Lxl td_8_ssl gvlh IX_PI i BwUzS9d U 3-7-12 7-10-11 9-10-1 3-7-12 4-2-15 1-11-6 Scale = 1:21.8 3x4 II NAILED i 2-9-9 3-7-12 7-10-11 9-10-1 2-9-9 0-10-3 4-2-15 1-11-6 Plate Offsets (X Y)— f4:0-3-0 0-0-81 LOADING (psf) SPACING- 2-0-0 . CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.58 Vert(ILL) -0.02 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.37 Vert(CT) -0.02 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.23 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 47lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-8: 2x8 SP No.2 REACTIONS. (lb/size) 4=-1/Mechanical, 6=117/Mechanical, 8=968/0-10-3 Max Horz 8=185(LC 5) Max Uplift 4=-62(LC 24), 6=-65(LC 8), 8=-521(LC 8) Max Grav 4=24(LC 10), 6=247(LC 30), 8=968(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-265/489, 2-3=-314/70 BOT CHORD 8-9=-402/278, 7-8=-621/279, 6-7=-92/286 WEBS 2-8=-628/333, 2-7=-297/658, 3-7=-258/101, 3-6=-349/115 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; 6=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 4, 65 lb uplift at joint 6 and 521 lb uplift at joint 8. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-90, 8-9=-20, 7-8=-20, 5-7=-20 Concentrated Loads (lb) Vert: 11 =-1 32(F=-66, B=-66) 12=88(F=44, B=44) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 WARNING - Verily 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 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 ANSTITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 223114 Tampa, FL 36610 t` Symbols Numbering System A General safety Notes PLATE LOCATION AND ORIENTATION 14_13/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. O'yT1fi' I For 4 x 2 orientation, locate plates 0- "A' 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 1+ ■ Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 O 2 U EL O I— 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TnP CHnRnS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek® MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIITPI 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 after truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.