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Home My WebLink AboutTrussf� RE: J39381-J39381A MiTek USA, Inc. JUREK RECEIVE 904-Par eEastBlvd. Pampa, L33610-4115 Site Information: MNy j ,2� Customer: Dave Golden Homes Project Name: J39381-J39 81A Lot/Block: Model: Custom Address: Tree Top Trail Subdivision: sT. Lucle county, Permitting City: Fort Pierce State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC20171TP12014 Design Program: MiTek 20/20 8.3 Wind Code: Wind Speed: 160 mph Roof Load: 55.0 psf Floor Load: N/A psf This package includes 54 individual, dated Truss Design Drawings and 12 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# I Truss Name Date No. Seal# Truss Name Date 1 T19830681 a01 3/31/2020 21 T19830701 b17 3/31/2020 2 T19830682 aO2 3/31/2020 22 T19830702 b18g 3/31/2020 3 T19830683 a03g 3/31/2020 23 T19830703 c01 3/31/2020 4 T19830684 a04g 3/31/2020 24 T19830704 c02 3/31/2020 5 T19830685 b01g 3/31/2020 25 T19830705 c03 3/31/2020 6 T19830686 b02 3/31/2020 26 T19830706 c04 3/31/2020 7 T19830687 bO3 3/31/2020 27 T19830707 d01 3/31/2020 8 T19830688 bO4 3/31/2020 28 T19830708 dO2 3/31/2020 9 T19830689 b05 3/31/2020 29 T19830709 c103g 3/31/2020 10 T19830690 b06 3/31/2020 30 T19830710 eO1 3/31/2020 11 T19830691 b07 3/31/2020 31 T19830711 e02 3/31/2020 12 T19830692 b08g 3/31/2020 32 T19830712 e03g 3/31/2020 13 T19830693 b09 3/31/2020 33 T19830713 m01g 3/31/2020 14 T19830694 b10 3/31/2020 34 T19830714 mv2 3/31/2020 15 T19830695 b11 3/31/2020 35 T19830715 mv4 3/31/2020 16 T19830696 b12 3/31/2020 36 T19830716 mv6 3/31/2020 17 T19830697 b13 3/31/2020 37 T19830717 mv8 3/31/2020 18 T19830698 b14 3/31/2020 38 T19830718 mv10 3/31/2020 19 T19830699 b15 3/31/2020 39 T19830719 mvl2 3/31/2020 20 T19830700 b16 3/31/2020 40 T19830720 mv14 3/31/2020 This item has been electronically signed and sealed by Magid, Michael using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 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 Engineers Name: Magid, Michael My license renewal date for the state of Florida is February 28, 2021. Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a cergficagon that the engineer named is licensed In the jurisdiction(s) idenfified and that the designs comply with ANSIfrPI 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 MMek customers file reference purpose only, and was not taken into account in the preparation of these designs. Mrrek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verity applicability of design parameters and propedy incorporate these designs into the overall building design per ANSVTPI 1, Chapter 2. 020 1 of2 RE: J39381-J39381A-JUREK MITek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Project Customer: Dave Golden Homes Project Name: J39381-J39381A Lot/Block: Subdivision: Address: Tree Top Trail City, County: Fort Pierce State: FL No. Seal# Truss Name Date 41 T19830721 v4 3/31/2020 42 T19830722 v8 3/31/2020 43 T19830723 zcjl 3/31/2020 44 T19830724 zc13 3/31/2020 45 T19830725 zcj3a 3/31/2020 46 T19830726 zcj5 3/31/2020 47 T19830727 zcj5b 3/31/2020 48 T19830728 zej5 3/31/2020 49 T19830729 zej7 3/31/2020 50 T19830730 zej7a 3/31/2020 51 T19830731 zhj4 3/31/2020 52 T19830732 zhj5 3/31/2020 53 T19830733 zhj7 3/31/2020 54 T19830734 zhj10 3/31/2020 2 of 2 k Job Truss Truss Type Oty Ply T7983W81 J39381-J39381A 01 ROOFSPECIAL 1 7 �JUREK Job Reference o 8onal eass wars oats, r, rlarca, rL dleVe WIND DESIGN USING MWFRS ONLY, PER FOR REQUEST. TYPICAL FOR ALL TRUSS DESIGNS IN THIS JOB. area = Sz5 J = 8.00 12 5x5 Us 5 8 4 Bey„ 31 7 32 tl.33U s Maz 23 2U-N MI I eK 3eS = 34 = 44 = 8 9 33 10 34 Inc. Mon Mar 3010:19:16 2020 Page 1 Scale=1:94.5 Mo 14 24 23 22 20 19 18 16 15 21 35 36 37 17 5x5 = 3x8 = 2.4 II 54 = Sx5 = axe = 4z6 = 4x8 = 3x8 = 4x6 34 I 44 = 1410 5 80 6d i�ddLLl I d d31] M]B 4]28L ]-0 52A0 T. I IdD I I Plate Offsets (X,Y)— 14:0-0.12,0-2-81,15:0-3-0,Edge).17:03-4,034).111:0-3-0,0-2-81 118:0-2-4,0-3-0) f19:0-2-80-3.0) LOADING (pso SPACING. 2-0-0 CSI. DEFL. in floc) Vdeg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Ven(LL) 0.2815-16 >738 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.51 20-22 >782 180 BCLL 10.0 ' Rep Stress Incr YES We 1.00 Horz(CT) 0.07 18 rule n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -AS Weight: 3D41b FT-0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3*Except* 2-24,10-18,13-15:2x6 SP No.3 REACTIONS. (size) 18=0-8-0, 24=D-8-0, 15=0-8-0 Max Hom 24=268(1_13 6) Max Uplift 18=1444(LC 8), 24=613(LC 8), 15=517(LC 8) Max Grev 18=3116(LC 2), 24=1682(LC 13), 15=562(LC 20) BRACING - TOP CHORD Structural mod sheathing directly applied. BOTCHORD Rigid calling directly applied. WEBS 1 Raw at midpt 7-19, 8-18, 10.16, 7-22 FORCES. (Ib)-Max. CompJMax.Ten.-All farces 250(Ib) or less except when shown. TOP CHORD 2-3=-2139/692, 3-4=-2065/737, 4-6=1915/815, 6-7=-1861f727, 7-8=-692/330, 8-10=-310/1306, 10-11=0/455, 11-12=72/511, 12-13=238/336, 13-14=-271/289 BOT CHORD 23-24=-188/384, 22-23=-492/2011, 20-22=-439/1956, 19.20=-439/1963, 18-19=-30/731, 16-18=-1259/610,15-16=-335/280 WEBS 7-20=0/457, 7-19=1538/510,8-19=246/1160, 8-16=-2501/817, 10A6=.873/1447, 11-16=-527/88,12-16=-422/271,2-24=1521/625,4-22=-3/388,2-23=-512/1669, 10.18=-1353/839 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf BCDL=3.Opsf. h=16ft; B=52ft; L=6411t; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch 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 par bottom chord live load noncancument with any other live loads. 6) ' This truss has been designed for a live load of I O.Opsf an the bottom chord in 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 = I0.0ps1. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) except Qt=lb) 18=1444,24=613,15=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 chard. 9) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.53031 MiTek USA, Inc. FL Cert 66M 6904 Padre East Blvd. Tampa FL 33610 Data: March 30,2020 ®WARNING -Verily u.1iyn parameters mid READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 0103/2015 BEFORE USE Design valid for use colleen MITeMoveremors. This design Is based only upon parameters shown, and Is for an Individual building component, not a Imss system. Berm use, the holding designer must vedry the applicability of tlesign parameters and properly Inc4 The design Into the overall e4rme buildingdesign. Blaring Indicated lsto prevent buckling oflndlvldual truss web andeor chord members ony. Additio Itemporery and permanent eredng MiTek' Is always required for Mutiny and to prevent collapse with possible personal lnlury and property damage, For general guidance standing the fabricator,storage, dellvery,eremlon and bredng of trusses and truss systems, see ANSITTPII ouallry Wiwi., DS8419 end BCSI Building Component 6M4 Parke East Blvd. Seferyfnfonna04n available from Truss Plate Inuffide, 218 N. Lee Street, Suite 312, Acc andria, VA 22314, Tampa, FL 36610 Job Truss Type Oty Ply JUREK r028S T79830682 J39381-J39381A ROOFSPECIAL 1 1 Job Reference o 8onal east s,oasr rma.. n. rumen. rr. AR. 5x5 = 6.00 12 4 Axe C 3 2x4 II 2 1 25 44 = 5x5 = 24 36 3723 22 34 = 3x8 = 3x8 emu s mar z3 zum mu But 34 = 3x8 = 3xe = 34 = 2x4 II axe = 336 7 8 934 10 11 35 as 21 20 19 axe = 3xe = 6x10 = IRa. Mon Mar UUlU:19:162um Scale = 194.5 5.5 = 12 44,1 13 2x4 II d 4 y 5 [1 to 17 16 d 3x6 = 3xB = 4xe = 4xe = w 3Be i0 B80 15-0U �21350U 4460 53-0a 52AO II sloe I a-1oo I s.too I atoo I see I 74-0 S� Plate Offsets (X,Y)— t12:0.2-e,D-2a), (25:D-2-4,D-2-121 LOADING (psQ SPACING- 1-11-4 CSI. DEFL. in (loc) Vde8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Verti 0.37 17-19 s,548 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Veri(OT) 0,3417-19 >607 180 BCLL 10.0 Rep Stress Ina YES We 0.63 HoR(CT) 0.06 19 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 294 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-25,10-19,14-16: 2x6 SP No.3 REACTIONS. (size) 19=0-". 25=0-", 16=0-8-0 Max Hom 25=259(LC 6) Max Uplift 19=1451(LC 8), 25=576(LC 8), 16=466(LC 8) Max Grav 19=3064(LC 2), 25=1565(LC 13), 16=i73(LC 20) BRACING. TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 8-191 FORCES. (IC) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-284/72, 3-4=-19671721, 4-5=-2485/957, 5.6=-2168/792, 6-8=1158/408, 8.10-583/1836, 10-11-583/1836, 11-12=-16/472, 12-13=-86/529 BOT CHORD 24-25-485/1882, 22-24=-325/1585, 21-22=-398/1671, 17-1 9i 272/479,16.17=-311/193 WEBS 4-20-114/414,4-22=-522/1543,5-22=-1352/600, 6-22-185/661, 6-21=-957/474, B-21=-083/1738,8-19=.2327/864, 11-19=-1247/749, 11-17=784/1381, 12-17=-502/49, 13-17=301/131,3-25=-18431654, 2-25=-300/219, 13-16=265/319 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3opsf; h=16fl; 13=5211; L-64ft; eaveri Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (direaiona0; cantilever left and right exposed ; end vertical left and right exposed; poach right exposed; Lumber DOL=1.60 plate grip DOL=1:60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 TO bottom chord live load nonconcurrenl with any Omer live loads. 6) - This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rn 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 In uplift at joints) except 01=11b) 19=1451,25=576,16=466. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chord and 112" gypsum sheetrock be applied directly to the bottom chord. This item has been ) electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.63681 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 30,2020 WARNING -Verdi Jesmn paramolers antl READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGEMII-0473 rev. 1 We]QefS BEFORE USE. weeir Design valM for use only with MTeMoconnectom. Tfds design is based only upon parameters shown, and Is farm Individual bidding component, not a truss system. Before use, ine building designer must Wdythe applicability of design parameters and properly incorporate ells design lntothe overall ��-��.YYY bulldingdruign. BracingindkMedislopmv nlbucklIngollndiAduallrmswebanWorchoNmembemony. AcUmal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal lnlury and property damage. For general guidance regarding to fabrication, Storage, dellvery,erecllon and bracing 0 trusses one Was systems, see ANSM11 QualifyCdfeda, DSB49 and SCSI Building Component 61 Parke East BIM. Sayeylnr4rmaflors evallable ham Truss Plate Indfule, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, 1 36510 k Job Truss Truss Type Qty Ply JUREK T79830fi8.9 J39381-J39381A A03G ROOF SPECIAL GIRDER 1 1 Job Reference (optional) ---• ----• • • • •-• - ••-•-- Nm es cm.a es, no. men mar 4u w:1g:z1 2ueu rage 1 26s14 ID:kOL Nea9ioZdslllVgWggzzxPWWdHzAyAQJsCdZGPxCJaw5_vDx4ejVFp9J3mGW5zVn_4 aaW2rz .swn 12924 570 fze-w 3aa 2-26 1 -]a WL13 1 3540 3 4s1s0 4a49.to12 2.3e-0gs1< ago scale: 1/8-=I. am 12 3x6 i m 14x8 3 i2 35 34 4x6 = Sx8 = 34 II Sx5 = 3x4 II 5 3.4 II 4x8 = 4x8M18SHS = 5x8M18SHS = 4 Bids= aids = 4x10 = 3x6 = 2x4 II ass 8 7 428 43 9 1011 4445 561� 1�650 49 14 52535a 15 x8 = 30 29 28 W� l 33 5ya = 2x4 II 26 25 24 a32 27 55 58 57 23 6659 3x4 II 6x12M18SHS = 6x8 = aide = Salo 3x4 II Axe = 60 6162 21 6so 84 1@5 34 = 4x6 = 34 = 140 few Saco CL 5-]-12 10.w 1 O t408 17s0 iBbO 22-30 a108 30.313 3500 3310.H 4L2, 2-45 46$0 52Dg 52 0 -0-0 3-1t-12 49-0 0 338 33A 2-1-0 2-110 2-26 556 4dJ 310.11 2df5 d-12 310.11 58-0 0 Plate Offsets (%,Y)- 16:0-5d,0-3-01 f8:0-3-B 0-1-8] 111:0-3-8 0-2-0] (13:0-4-0 Edge] 114:0-3-B D-1-8) 115:0-8-0 0-2-81 [31:0.2-12 0-2-81 LOADING (psf) SPACING- 1-11-4 DEL DEFL. in (too) gde0 Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Ven(LL) 0.48 27 >833 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Ven(CT) -0.80 27 >500 180 M185HS 2441190 BOLL 10.0 Rep Stress Ina NO WB 0.91 Horz(CT) 0.22 22 n/a nta BCDL 10.0 Code FBC2017/TPI2014 Matfli Weight: 315 Is FT=0% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purling. 13-15,10-13: 2x4 SP 270OF 2.2E BOTCHORD Rigid ceiling directly applied or 3-7-1 oc bracing. Except: BOTCHORD 2x4 SP No.2 *Except' 6-0-0 oc bracing: 26-28 4-33,7-26: 2x4 SP No.3, 28-31: 2x4 SP No.1 10-i oc bracing: 31-33 WEBS 2x4 SP NOS *Except- WEBS 1 Row at midpt 6-30, 11-22, 15.21, 9-24 25-28,8-28,11-24,11-22,15-19,14-22,14-21,8-25,9-25,9-24:2x4 SP 2Rows at 1/3 pis 14-22 No.2 12-22,2-35,16.18: 216 SP No.3 REACTIONS. (size) 35=0-8-0, 22=0-8-0, 18=08-0 Max Horz 35=259(LC 7) Max Uplift 35=668(LC 8), 22=3174(LC 8), 18=469(LC 6) Max Grant, 35=1685(LC 29), 22=6554(LC 29), 18-114(LC 30) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=.2166/785, 3.4=.2948/1084, 4-5=2942/1155, 6-6=3414/1311, 6-7=-5380/2149, 7-8=-5300/2120,8-9=-2926/1271,9-11=687/l884, 11-12=2490/6228, 12-14=2490/6228, 14-15=-005/2310, 15.16=316/983 BOTCHORD 34-35=233/325, 4-31=256/151, 30-31=633/2362, 29-30=2009/5635, 28-29=-2008/5640, 24-25=3791803, 22-24=1852/873, 21-22=-2271/590, 19-21=-784/392 WEBS 3-34=-898/363,31-34=-577/1994,3-31=189/769, 5-31=279/897,5.30=-731/1968, 6-30=-3124/1298,6-28=-813/609,25-28=-1163i'3180,8-28=-1057/3016, 11-24=1042/2840, 11-22=6453/2263, 12-22=733/500, 15-19=-167/421,2.34=-652/1819, 2-35=1535/643, 14-22=-4514/2402, 14-21=669/l517, 15-21=2217/913, 16-18=229/374, 16-19=818/531, 8-25=2093/827, 9.25=1094/2946, 9-24=360211580 This item has been electronically signed and NOTES- sealed by Magid, Michael, PE 1) Unbalanced roof live loads have been considered for this design. using a Digital Signature. 2) Wind; ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsh, h=16ft; B=52ft; L=640; eave=7ft; Cat. Exp C; Encl., GCpi=0.18; MWFRS Printed copies of this 11; (directional); Cantilever left and right exposed ; end vertical left and right exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 document are not considered 3) Provide adequate drainage to prevent water ponding. Signed and Sealed and the 4) All plates are MT20 plates unless otherwise Indicated. signature must be Verified 5) Plates checked for a plus or minus 0 degree rotation about its center. On any electronic copies. 6) This truss has been designed fora 10.0 par bottom chord live load nonwnwinenl with any other live loads. 7) - This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0wide Wished S. Magid PE ND53881 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Wait USA, Inc. FL Cad 6634 8) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=16) 6004 Parke East Blvd. Tampa FL 33810 35=688, 22=3174, 18=469. Data: March 30,2020 ®WARNING -Verde Jesign yaoniml- andREAD NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev. Id0312015 BEFORE USE. asseas Design valid for use any witb limeoOrt nnectors. The design Is based ony upon parameters ahawn, and is for an Inuchwual building component, not a trues system. Betee use, the others designer must veny the applicability of design parameters and property lnexp0mle this design Into the overall buildingdosign. Bracing indicated is to prevent bucklingofIndivdualtmeawesindoor chord membersonly, Additionaltamporayandpe nenembmcing MiTek' Is aresp required for stability and to provent collapse with possible personal lNury and properly damage, For general guldrnce regarding 0e Memories,storage, derNery,election and bracing oftrosses and truss systems, see ANSI?P/l guably Were, DSBAB and SCSI Building Component 6904 Parka East BNd. Seletylnhom ion ermines train Truss Plate Institute, 218 N.Lee Street, Suite 312 Nexandrla. VA22314. Tampa. FL 36610 Job TNsa Nss Type Cry Ply JUREK ' T79830683 139381-J39381A 03G ROOF SPECIAL GIRDER 1 t Job Reference (optional) East CoastTNss, Ft. Pierre, FL 34946 8.330 a Mar 232020 MTek Industries. Inc. Man Mar 30 10:19:22 2020 Page ID:kOL NeagiOZdsIIIVQWggzzXPWW-STXV9WRcdW10kZWOsHRKW7m5g23k_FPSHbfp2X2Vr_3 NOTES- 9) Hanger(s) or other connection clericals) shall be provided sufficient to support concentrated load(s) 192 Ib down and 161 lb up at 24-8-0, 192 lb down and 161 Ib up at 26-8-0, 192 in down and 161 Ib up at 28-8-0, 192 lb down and 16111, up at 30-8-0, 192 lb down and 161 lb up at 32-8-0, 192 lb dawn antl 161 Ib up at 34-6-0, 192 lb down and 161 lb up at 36-8-0, 192 Ib down and 161 lb up at 38-8-0, 1921b down and 161 Ib up at 40-8-0. 1921b down and 161 Ib up at 42-8-0, and 1921b down and 161 lb up at 44-8.0, and 442 lb dam and 407 Ib up at 46-8-0 on top chord, and 1156 Ib dawn and 509 lb up at 22-8-0. 59 Ib down and 19 Ib up at 24-8-0. 59 Ib dawn and 19 Ib up at 26-8-0, 591b down and 19 lb up at 28-8.0, 59 Ib down and 191b up at 30-8-0, 59 Ib down and 19 Ito up at 32-8-0, 68 Ib down and 10 lb up at 34-6-0, 97 Ib down and 5 lb up at 36-8.0, 97 lb down and 5 Ib up at 38-8-0, 97 lb dawn and 5I11 up at 40-8-0. 97 lb down and 51b up at 42-8-0, and 97 Ib down and 6lb up at 44-8-0, and 236 lb down and 131b up at 46-7-4 on bottom chord. The design/selection of such connectlon device(s) is the responsibility of others. 10) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Undomt Loads (pIq Vert: 1-5=68, 5.6=68, 6-15-68, 15-17=68, 33_36=19, 32-33=19, 28-31=19, 26-27=19, 2639-19 Concentrated Loads (lb) Vert: 15=191(F) 25=111l(F) 19=56(F) 9=92(F) 43=92(F) 44=92(F) 45=92(F) 47=92(F) 48=-92(F) 49=92(F) 51=92(F) 52=92(1`) 53=92(F) 54=92(F) 55=34(F) 56=-34(F) 57=34(F) 58=34(F) 59=-34(F) 60=34(F) 61=34(F) 62=34(F) 63=34(F) 64=-34(F) 65=34(F) ®WARNING -Vwify d-111 paramNers antl READ NOiE3 ON THIS AND INCLUDED MITER REFERENCE PAGE Ml47473 rev. W030015 BEFORE USE. Design valid far use only with MTehlDcon rectors, This design is based only upon pammetem shown, and Is far an individual building component, nit �• a tress system. Before use, the building designer must wily the applicability of design parameters and properly lncoriumare Nis design Into the overall bulldingdesign.. Bmdng Indicated is to prevent bucklingof Individual house web andlorobord members only. Arkansas temporary and permanent bracing M!Tek' is always required for statellityand to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage, del.,% erection end bracing of losses and Man systems, See ANSITPIi Dually Crawn, DSB49 and BCSl Building Component Sareylnrormrtion le from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexantltla, VA22314. 6904 Parke East Blvd. availab Tampa, FL assio o toss toss ype City y JUREK T1B830684 3938W36381A A04G He1IHip Girder 1 2 Job Reference (optional) East Caesl Truss, Ft. Pierce, FL M94B lox Rua: 9.3209 Mar 7202o Print:8.330 a Mar 102020 MRek lndus0les, Inc. Mon Mar 30 12:00:24 2020 Pagel ID:kOL NeagioZdS111VgWggv.XPWW-FBK9hb03o8d2CANvt4bZcpktZU L8gNr0e25SaVmNb 9012 13-0-12 4-0-9 7Al2 4a-s 62-it-0a12rl eau 1 Yradu12 1 3Wl 2-8-3 1dd-1�-0 4au1 1 ba<0 I1 zoo Du 21 0-tP2 1a-1 Scale: 3/16r=1' 6xe M18SHS = 2.4 II 2.4 II W II 4x8 = 4x8 = Sx10 = 2x4 II 7,18 = 4 5 6 28 7 8 9 10 11 29 12 4x8 = 6x8M18SHS = 5x8M18SHS = 8x8 = 30 II Bx8 = We II 10xIOM18SHS = 3x8Mt8SHS Tire = Sx8M185H5 = 5x8M18SHS = tE0 t3At2 M1<0 6106 )Qi29At2 tt-0.12 t,xOt lal2 13P12 1aI2 2LQ:12 3)012 3540 H s k zau 1 zT11-1�� zua 1 4au 1 4uu 1 4au 4ao 439 oao 1u-1 Plate Offsets (X,Y)-- [1:0-6-2,0-0-0], [l:0-4-4,0.3-4], [7:0-5-7,0-5-14], [5:D4-0,0.2-12], [12:0-4-0,0-2-0], (13:0-0-12,0-3-6], 114:0-3-0,0-5.01, [77:0-4-0,0-4-121, [19:0.48,0-1-8], 120:0-4-0 D-4-81 122:0-1-12 0-4-121 123:0-3-8,0-3-01 124:0-2-7,D-1-41 LOADING (psry SPACING- 1-11-4 Cat. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.36 19-20 c,999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.6219-20 >643 180 M18SHS 244/190 BCLL 10.0 ' Rep Stress Incr NO WB 0.91 Horz(CT) 0.18 13 n/a true BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 6371b FT=0% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-5: 2x6 SP SS BOT CHORD 2x6 SP SS BOT CHORD WEBS 2x4 SP No.3'Fxcept' VVEBS 12-13: 2xe SP No.3, 2-24: 2x6 SP No.3 2-23,12-14: 2x4 SP 270OF 2.2E, 7-20,7-17,10-17,10-14: 2x4 SP NoA REACTIONS. lb/size) 13=12164/0-8-0, 24=11276/0-8-0 Max Horz 24=392(LC 7) Max Uplift 13=-4854(LC 8), 24=4813(LC 8) Max Grav 13=13389(LC 2), 24=12217(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3888/1464, 2-3=-20866/8150, 3-4=-20137i7670, 4-5=-1987W7637, 5-6=19503/7370, 6-28=-1950317370, 7-28=-19503/7370, 7-8=-18635/6940, 8-9=-18635/6940, 9-10=-18635/6940,10-11=-8478/3202,11-29=-8478/3202,12-29=-8478/3202, 12-13=-12631/4626 BOT CHORD 1-24=-1327/3484, 23-24=-1634/3566, 23-30=-7240/18478, 22-30=7240/18478, 21-22=-6500/17342,21-31=-6500/17342,20-31=-6500/17342, 20-32=-7410/20255, 19-32=-7410/20255,19-33=7410/20255,18-33=-7410/20255,17-18=-7410/20255, 17-34=-5345/14628,16-34=5345/14628,15-16=-5345/14628,14-15=-5345/14628 WEBS 2-24=-9927/4036, 3.23=-730/1158,2-23=-5844/15118,5-20=-1584/4774, 5-22=-1671/3876, 4-22=-260/356,3-22=-1034/660,6-20=252/321,7-19=-1066/3159,7-20=-1341/391, 7-17=-2891/1151,10-17=-2653/7156, 10-16=-96212904, 10-14=-10981/4022, 11-14=-262/214, 12-14=-5436/14987 Structural wood sheathing directly applied or 2-9-2 oc pudins, except end verticals. Rigid ceiling directly applied orb-7-11 oc bracing. 1 Row at midpt 12-13, 10-14 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xW) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x8 - 2 rows staggered at D-9-0 Go. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-3-0 Go, 2x4 - 1 row at 0-9-0 Go. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.OpsY h=16ft; B=52ft; L=64ft; eave=7ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water pending. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its Center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.53661 MiTek USA, Inc, FL Cart 66M 6904 Paden East Blvd. Tampa FL 33610 Date: March 30,2020 __..,..._-_ _.. ,.... _ff, AND MIh;show TER EF PAGE Mlf)4)3 rev. fCom15BEFORE USE. READ NOTES 0N THISbased DeWARNING-useot, �� ■� lyuponINCLUDED with MRhhAs(cnaud valid for hMRek®g This uponand is individual Nil' thisbuildingesicomponent,nor erifytebasedoily Befoilye, designer design AB Incorporate this design e truss system. Before the building designermustverify the appliwNlAy sign paamshown,andpfor In the overall a three endbers ane nt bredng g ho atnAlo Wsawabandanr chord them Permanent prevent Wckengh b ol lempmaryaading MiTek' is always helgn.BraolnatnAy pordmemmage, Fr geneal guidance regarding are retllor anAto proved possible personal property damage, isalwayon. mucase andbr sing oewahpossd Quality Cdroda, OSBd9 and BCal Building Component fabrication. all systjury ems. see B al delNelg, ANSIDIAlexandra, Placing alute,21 6904 rke Eest BIM. 2Bvepry vailab,eremTruss N, Lee ats,Sure 31 aoterylnMrmetlon available from Tense Plate Institute, 218 N. Lee Street, Suite J12, Alexantlda, VA 22314. Tampa, FL Jfi610 Tampa, 0 Nss Riseype ty y JUREK T18830G84 393a1J]9]81A G Half Hip GMdPer 1 .y L cab Reference (optional) East Coast Truss, Ft. Pierce, FL Mesa Run: &WO s Mar 7=0 Prim: e.330 a Mar 102020 shrink announce, Inc Mon Mar 30 12:00:24 2020 Page 2 ID:kOL Nea9io7Asl11VgWggss%PVMFBK9hbQ3o8d2CANW4bZWktZULBgkQe25SaVmNb NOTES- 8)' This truss has been designed for alive load of IO.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fd between the bottom chord and any other members, with BCDL=10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 4854 lb uplift at joint 13 and 4813 lb uplift at joint 24. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 2670 IS down and 1365 lb up at 7-0-12, 1507 lb down and 578 lb up at 9.0-12, 1679 lb down and 580 lb up at 11-0.12, 1589 IS down and 581 lb up at 13-0-12, 1602 to down and 581 to up at 15-0-12, 15651b down and 581 Ib up at 17-0-12, 1599 to down and 581 Ib up at 19-0-12, 159616 dawn and 587 lb up at 21-0-12, 1521 Ib drown and 553 IS up at 23-0-12, 1461 Ib down and 530 lb up at 25-0-12, 1461 to down and 530 lb up at 27-0-12, 1461 to down and 530 lb up at 29-0.12, and 1461 It, down and 530 to up at 31-0-12, and 1492 lb down and 547 lb up at 33-0-12 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(p8) Vert: 1-5=68, 5-12=68, 13-25=19 Concentrated Loads (lb) Vert: 23=2395(13) 20=1440(113) 22=1440(13) 19=1440(B) W7 1362(13) 16-130114=1308(B) 15=1308(B) 30=-1440(B) 31-1440(B) 32=1440(13) 33=1434(S) 34=1308(B) 35=1350(113) ®WARNING -Verity dosiyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE fell 7473 rev. 10/03/2015 BEFORE USE. Design valid for use any with MiToW connectors. This design Is based only upon parameters shown, and is for an individual bolding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate INS design Into the overall building design, Basing Indicated is to prevent bucking of lnchAdual truss web andror chord members Cry.. Additional temporary and permanent bracing WOW 'y' OW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fabrication, storage, delivery, crection and Insert, Or Muses and Muss systems, see ANSUTPH Deeply,CrlNrle, DSB49 and SCSI Building Component gon 6904 Parke East Bad. Smisfylnrorm available from Tana Plate Institute.218 N. Us Sharon, Suite 312, Alexandra, VA 22314. Tampa, FL 36810 Scala=1:ri0.3 4x6 = 31 = 1.4 II 5x5 M = 3xB = 1x4 II 4x8 = 6.o0 12 3 22 23 4 24 25 26 27 5 26 6 729 30 31 8 32 33 34 9 3x4 =3x8 II 6.12 = '4.8 M18SHS =1x4 11 Pc '= 31= e ~ , tx4 II ~, Ye 4x12 = .a 3x8 M18SHS 11 3XBM18SHS = 14-0 1i-0 )-0U t2.6t0 ts-0 H sao Sato I 9t5 sA4 Y1M2+6934h0 sa16 Plate Offsets (X Y)- 16:0-2-8 Edgel LOADING (pat) SPACING- 1-11-4 CSI. DEFL. in (too) gdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.46 14 S853 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.63 12-14 >624 180 M18SHS 244/190 BCLL 10.0 Rep Stress Incr NO We 0.90 Hom(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 1881b FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP ND.1'Exoept' TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x4 SP 270OF 2.2E *Except* SOT CHORD 1-16: 2x4 SP No.1 WEBS WEBS 2x4 SP No.2 *Except* 9-10,3-17,4-15,5-14,7-12,8-11: 2x4 SP No.3, 2-18: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=Mechanical, 18=0-8-0 Max Hog: 18=235(LC 7) Max Uplift 10=1346(LC 8), 18=-1313(LC 8) Max Gran, 10=2952(LC 29), 18=2883(LC 29) FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-27lf78; 2-3=4271/1912, 3-4=3875/1799, 4-5=-6869/3204, 5-7=-6869/3204, 7-8=-3921/1854,8-9=-3921/1854,9-10=2801/1344 BOT CHORD 1-18=-78/293, 17-18=-312/387, 15.17=2717/6179, 14-15=-2717/6179, 12-14=-2772/6163, 11-12=-2772/6163 WEBS 2-17=-1532/3511, 3-17=-502f1368,4-17=2804/1292,4-15=-2/365,4-14=410/905, 5-14=-638f445,7-14=-388/882,7-12=-2/354,7-11=-2694/1227, 8-11=-707/498, 9-11=-2096/4597, 2-18=-2707/1315 Structural wood sheathing directly applied or 1-10-10 oc purlins, except end verticals. Rigid ceiling directly applied or.3-9-15 oc brecing. 1 Raw at midpt 9-10, 4-17, 7-11, 9-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsry BCDL=3.Opsf; h=16ft; B=52ft; L=64ft; eave=7ft; 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 pointing. 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 nonconcunent with any other live loads. 7) - This truss has been designed for a live load of 10.01 on the bottom chord in 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 Is uplift at JDinds) except Qt=lb) 10=1346,18=1313. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.63631 MiTak USA, Inc. FL East 6634 6904 Parke East Blvd. Tampa FL 3300 Date: March 30,2020 ®WARNING - Verify Jesiyn P-t-1we and READNOTES ON THIS AND INCLUDED MUCK REFERENCE PAGErVI iev. 10/0312015 BEFORE USE. Dealgn valid for use onlywhh MITekli ca erectors. This Eesign a based ony upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must vent, the applicability of design parameters end properly Incoryomte this design Imo the overall buildingdesign. Shaelog Indicated Is to prevent buckling of indwIdualtrume web andion chord members only. Addhlonaltemperaryand permenerdbracing M!Tek' is always required for stability and to prevent Collapse with possible personal injury and propeM damage. For general guidance regarding the fabrlcatlon,storage, delivery, assistant and bravng of trusses and truss systems, see ANSIRP110uetly Crash., DSB49 end SCSI Building Component 691M Parke East BAN. Saferylnformarked available from Tmss Plata Institute, 218 N. Lee Street Suee 312, Alexandra, VA22314. Tampa, FL 31 Job Truss Truss Type Oty Ply JUREK T19630685 J393B1-J39381A 801G Half Hip Girder 1 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 a Mar 232020 MiTek Industries, Inc. Mon Mar 3010:19:292020 Page ID:kOL_Nea9ioZAsll l Vq WggzzXPWW.OgSBdv W KzgdR4eVknF3zlbV IOsSj7RPUuBshndzVmzy NOTES- 10) Hangers) or other connection devices) shall be provided sufficient to support concentrated loads) 192 lb down and 172 Ib up at 7-0-0. 192 lb down and 161 Ib up at 9-0.0, 192 Ib down and 161 to up at 11-0-0, 192 Ib down and 161 Ib up at 13-0-0, 192 to down and 161 Its up at 15-0-0, 1921b down and 16l lb up at 17-0-0. 192 Ib down and 161 Ib up at 19-D-0, 192 ID down and 161 Ib up at 21-0-0, 1921b down and 161 Ib up at 23-0-0, 192 Its down and 161 to up at 25-0-0. 192 Its down and 161111 up at 27-0.0, 192 to down and 161 Ib up at 29-0-0, and 192 to down and 161 Ib up at 31-0-0. and 192 lb down and 161 Ito up at 33.0-0 on top chord, and 144 Ib tlown and 59 Ib up at 7-0-0. 59 Ito down and 19 lb up at 9-0-0, 591b down and 19 Ito up at 11-0-0, 59 Ib down and 19 Ib up at 13-D-0, 591b down and 19 lb up at 15-0-0. 59111 down and 19 to up at 17-0-0, 591b down and 1916 up at 19-0-0, 59 to down and 19 lb up at 21-0-0. 69 lb down and 19 to up at 23-0-0, 59 Ho down and 19 Ito up at 25-0-0, 59 Ib down and 191b up at 27-0-0, 59 Ito down and 191b up at 29-0-0, and 59 Ito down and 19 lb up at 31-0.0. and 59 Ito down and 19 lb up at 33-0-0 on bottom chord. The design/selection of such connection devices) 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). LOADCASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loatls(pll) Vert: 1-3=68, 3-9=68, 10-19=-19 Concentrated Loads (Ib) Vert: 3=92(F) 6=92(F) 17=56(F) 8=92(F) 11=34(F) 22=-92(F) 23=-92(F) 24=-92(F) 25=-92(F) 271ii 28=-92(F) 29=-92(F) 30=-92(F) 31=92(F) 32=92(F) 34=-92(F) 35=34(F) 36iii 37=-34(F) 38=-34(F) 39=-34(F) 40=-34(F) 41 iiii 42=-34(F) 43=-34(F) 44=-34(F) 45=34(F) 46=34(F) ®WARNING-weiify0asl9„paramet—a,tl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI4I<>bev. 1WO312015 BEFORE USE. Design valid for use enly with MITeMBcannedom. This assign is based only upon parameters shown, and Is for an Individual building component, not ��• a Imes system. Before use, the building designer must vehfy the applicablldy of design parameters and properly Innocenti Nis design WO the overall buildingdesign. BmcingindkatedlstopmventbucklingoflndMduallmsswebandlorchokmembemonN. Additional temporary and permanent bracing MiTek' Is eMraya required for stability and to prevent collapse with possible personal mi and property damage. For general guidance regaraing the febdsagon,storage, delivery Region and bracing of trusses and buss systems,see ANS11711 Duality Canada, DSB49 and SCSI Building COmponenf 6904 Parke East Blvd. Sefery/nMTmeflon available from Truss Plate Institute, 218 N. Lee Streit, Suite 312, A Somme da, VA22314. Tampa, FL 36610 Job Truss Truss Type Cry Ply JUREK T79830686 J39381J39381A 802 Hag Hip 1 1 Job Reference o Cronal East Coast Truss, FL Pierce, FL 34946 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Mar 3010:19:30 2020 Page 1 Style=1:SS2 3x4 = 4xe 3x4 = 3.4 = 3x4 = 3x4 = 3x4 = Sx5 = 3x8 = 4x4 = 3x4 = 4x4 = 3x4 = 5.6 = Plate Offsets (%,Y)— (9:Edge,0.1-81,f10:0-2-4,0-2-121,116:0-2-4,0.2-121 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (toe) Udeg Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.18 13-15 -999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.3813-15 -999 160 BCLL 10.0 ' Rep Stress Incr YES WB 0.74 Hom(CT) 0.12 10 me Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 185 Ib FT=0% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except- 2-16: 2x6 SP No.3 REACTIONS. (size) 10=1ifiechanical, 16=0-8-0 Max Hoa 16=311(LC 7) Max Uplift 10=559(LC 8). 16=681(LC 8) Max Gran, 10=1583(LC 13), 16=1814(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS f Row at midpt 5-15, 8-10 FORCES. (lb) -Max. Comp./Max. Ten. -Aft forces 250 (Ib) or less except when shown. TOP CHORD 3-4=2385/850, 4.5=-2128/815, 5-7=2864/1080, 7.8=2213/854 SOT CHORD 15-16=-652/1948, 13-15=-899/2853, 11-13=-882/2746, 10-11=653/1854 WEBS 3-15=-88/368,4-15=-164/682,5-15=-949/359,7-11=-740/334, 8-11=.214/941, 8-10=-2191/799,3-16=-2152/830 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf, BCDL=3.Opsf, h=16ft; B=52ft; L=64ft; eave=7ft; 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 pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 6) - This truss has been designed for a live load of 10.Opsf on the bottom chord in 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 in 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to heading plate Capable of withstanding 1001b uplift at Joint(¢) except gt=lb) 10=559,16=681. 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. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.63681 MiTek USA, Inc. FL Can 6634 6004 Parke East Blvd. Tampa FL 33610 Date: March 30,2020 WARNING -Verily tlesiyn y i—nwe a and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PACE &1147473 rev, 10/03,2015 BEFORE USE. weres Design even torus¢ by with MRaccaesnectom. To, bar gn Is based only upon parameters Shown, antl Is for an IndMduat building Component, net ��• a trues systemre . Befouse, the budding designer must verify the appeomilay of design parameters and propeM incorporate this design Into��.��•YYY the overall building design. Bracing Increased Is to prevent buckling of Individual truss web andlor chord members, only. AtWeAral temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldince regarding the fabdcaaan,storage, deliveryry detlbeand bracintruss of lmases end ss syatemL see ANSWRIquality Canaria, DSB49 and SCSI Building Component Geed Parke East Bad. Safety Information ..,Isb1. hem True, Plate Instead, 218 N Lea Sh4ell Suite 312; Alexandra, VA 22314. Tampa, FL 361610 ob TrussTruss Type Chi Ply JUREKT79830687 39 Ij1 B03 Hag Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 44 = 8.330 s Mar 23 2020 MiTek Industi DL_Nea9ioZds111 VgWgquXP%AWoP8KGxZDGb1 26a-1 7-&3 ass = 3x4 = 1x4 It 19 6 6 7 Inc. Man Mar 30 10:19:32 2020 Pagel 20 Scale=1:58.2 3x6 = 3z4 = 5x5 = BxB = 1x4 II 4X4 = 4x6 = 5x6 II 1-0-0t$p t1-0-0 t8S15 '1a61 All EF Ad-0 I 7315 ]d3 ]A15 I Plate Offsets (X Y)— 14:01 [9:Edge,D-3-81, [13:0-2-4,Edge], [14:0-2-4,0-2-121 LOADING (psi) SPACING- 2-0.0 Cat. Di in (too) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Ven(LL) -0.15 13-14 1999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Ved(OT) -0.34 13-14 >999 180 BCLL 10D Rep Stress Incr YES WB 0.98 Horz(CT) 0.09 9 Na file BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 1931b FT-0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Excepl' 2-14: 2x6 SP No.3 REACTIONS. (size) 9=Mechanical, 14=0-8-0 Max Holz 14=380(LC 7) Max Uplift 9=-560(LC 8), 14=-680(LC 8) Max Grav 9=1669(LC 13), 14=1870(LC 13) FORCES. (Ib) -Max. Camp./Max. Ten, -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-344/0, 2-3=412/53, 3-4=-2406/843, 4-5=2132/816, 5-7=-1838/747, 7-8=-1838/747, 8-9=1514/585 BOT CHORD 1-14=0/298, 13-14=-742/2173, 12-13=-796/2584, 10-12=796/2584 WEBS 4-13=111/604,5-13=646/198, 5-12=0/375, 5-10=-877/283,7-10=-570/352, 8-10=-751/2228,2-14=-252/232,3-14=-2134/853 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 8-9,5-13.5-10.8-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vug=160mph (3-second gust) Vasd=124mph; TCDL=ZOpsfl BCDL=3.Opsf; h=16tt; B=528; Lei eave=7ft; Cat. II; Exp C; Encl., GCp1=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 pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 6) - This truss has been designed for a live load of 10.01 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 = I0.0ps1. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10011h uplift at joint(s) except (jt=lb) 9=560,14=680. 9) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/1 gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Micheal S. Magid PE No.63s81 MiTak USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 30,2020 AWARNING -Verily Jusign ya w mr— antl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-0Cr3 ree.1N0312015 BEFORE USE.. aawaa Deslgn vast for use only with M,7.W tarmac This design is based only upon paremmem shown, and Is for an individual building coa ponenr no a truss system. Before use, the building designer must verify the appiicabllgy of design parameters and properly Incorporate this design Into the overall 131, building design. Bracing Indicated is to prevent buckling of individual truss web anNor chord members only, Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal lryury and property damage. For general guidance regarding No fabrication, storage, delN ruction and bretruss Witnesses and ss systems, see ANS1yrPB Dually Criteria, DSB419 and BCSl Building Component 6904 Parke East BW. Sa/eylnformwmar awileryb from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type cry Ply JUREK T19B30ra88 J39381J39381A B04 Roof Special 1 1 . Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 44 = Asia — 4x4 = 6 21 8.330 a Mar 23 2020 MTek Intl. Nea9ioZdslll VgWggzzXPVJW-D_pSuyb5Z Wl 2,11 2a0-0 2.11 1 4.9.5 ~ 3x4 = 3.4 =1x4 11 22 7 8 9 Inc. Mon Mar 3010:19:35 2020 Pagel Scale = 159.2 3X4 Q Boa = 23 1011 3x4 = 5x5 = Sx8 = 3x8 = Axis = 3x10 = 6.5 = 1-0-01 11-zb 1ixA 1s80 za64 z6U0 a4-0-0 14-00 968 '140 1-98 9bi 1S1i 8-0d Plate Offsets(XY)— (10:0-3-00-2-0] 112:0-2-8,0-2-121 r16:0-4-0,0-3-01,ry7:0-2-4,0-2-121 LOADING (psp SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(-L) .0.44 13-15 >886 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.78 13-15 >503 180 BCLL 10.0 Rep Stress Ina YES WB 0.72 Holz(CT) 0.07 12 We n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 223 Ib FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.i'Except* 1-16: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-17: 2x6 SP No.3 REACTIONS. (size) 12=Mechanical, 17=0-8-0 Max Holz 17=441(LC 7) Max Uplift 12=-561(LC 8). 17=678(LC 8) Max Grav 12=1705(LC 13), 17=1883(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-15, 10-13, 10-12, 3-17 FORCES. (Ib) - Max. Camp./Max. Ten. - All farces 250 (lb) or less except when shown. TOP CHORD 1-2=-396/0, 2-3=-456/49, 3.4=-2400/836, 4-5=2118/808, 5-6=-2327/876, 6-7=-2131/833,7-9=-1657/691, 9-10=1657/691, 10-11=264/235, 11-12=-336/233 BOT CHORD 1-17=0/335, 16-17=-795/2222, 15-16=734/2337. 13-15=715/2044 WEBS 4-16=162/671,5-15=-528/228,6-15=1771675,7-13=-572/252, 9-13=-472/279, 10-13=-640/1997, 5-16=579/146, 10-12=-1748/860,3-17=-2112/866 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10: Vuh=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf BCDL=3.Opsf, h=16ft; B=528; L=64ft; eave=71t; 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 pontling. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 10,Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except IJIFb) 12=561,17=678. 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. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE NG.63681 MITsk USA, Inc. FL Can 8634 6904 Parke East Blvd. Tampa FL 33010 Bab: March 30,2020 ®WARNING-Veri/y tle519^Pvarnelers antl READ NOTES ON THIS AND INCLUDEDMITEK REFERENCE PAGE MlId4I3rev. IWOV2015 BEFORE USE. Oeslgn valid far use ony with MiTek® connectore. This design Is based only upon parameters shown, and Is for an individual building component, not a tress system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and pennanant bracing WOW Is always required for slabiltty and to prevent collapse with possible personal injury and property damage. For general guidance regarding vie fabrication, storii delivery, erection and bracing otfluces and Was systems, See ANSMIhat Quarter crowds, DS949 and SCSI Building Component 6904 Parke East Blvd. Sareylnroraw a as available from Tmss Plate Instnute, 218 N. Lee greet, Suite 312, Plexandrla, VA22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply JUREK T19830689 J39381-J39381A 805 Roof Special 1 1 Job Reference (optional) Truss, Ft. Pierce, FL 34946 4x6 = 6 20 8.330 s Mar 232020 MiTek Industries, Inc. Mon Mar 3010:19:36 2020 3x4 = Sx5 = Scale =1:61.8 5x5 3x8 = 4x4 Us = 3x4 = 3x4 = 6x8M18SHS = 3x4 = 1A 14-0 4]Ai 11.2A 1]49 '14La 3180 34J-0 1140 11 Tee 2M S40 ]<A I "o H 2AA__I oaa Plate Offsets (X,Y)— [B:0-2-8,0-2-41, I16:0-2-4,0.2-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.61 Vert(LL) -0.36 10-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.6110-11 >637 180 M18SHS 244/190 BCLL 10.0 ' Rep Stress Ina YES We 0.93 Horz(CT) 0.07 10 n/a nm BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 21616 FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 12-14: 2x4 SP No.2 WEBS 2x4 SP No.3'Exci 2-16: 2x6 SP No.3, SAO: 2x4 SP No.2 BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid tailing directly applied. WEBS 1 Row at mildly! 8-10, 8-11 REACTIONS. (size) 16=04-0, 10=11fiechanical Max Hom 16=485(LC 7) Max Uplift 16=-678(LC 8), 10=561(LC 8) Max Grev 16=1888(LC 13), 10=1698(LC 13) FORCES. (Ib)-Max. CompJMax.Ten.-Allforces 250(lb) or less except when shown. TOP CHORD 3-4=-2506/840, 4-5=2233/805, 5.6=2158/815, 6.7=-19031796, 7-8=-1631/716, 8-9=-25V210 BOT CHORD 15-16=788/2157, 13-15=828/2638, 11-13=594/1705, 10.11=.274/573 WEBS 4-15=-261/878, 5-13=853/364, 6-13=97/497, 7-13=-118/395, 7-11-782/411, 5-15=748/321, 3-15=20/313, 3-16=2269/839, 8-10=1561/610, 8-11=506/1648 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsf h=16ft; B=52ft; L=64111; eave=7ft; Cal. 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 pending. 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 par bottom chard live load nonconcument with any other live loads. 7) - This truss has been designed for a live load of 10.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.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 1001b uplift at Joints) except (t=1b) 16=678.10=561. 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. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.63681 MiTek USA, Inc. FL Cent 6834 0904 Parke East Blvd. Tampa FL 311610 Data: March 30,2020 ®WARNING-Verilyd-111,1-1-1—.d READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE M1IIIJ473rev. 103/2015 BEFORE USE. seem � � Design valid for use only with MTek®connecters.This design is based only upon parameters Shown. and is for an lMlNdual Wilding component. net mal. re a Imes system. Before use, the bull designer must verify d eppncablNy of tlesign parameters end proper properly Incorporate this design Into the overall bulidingdesign. Bracing Indicated is to prevent buckling of lndlvneal truss web and/or choal members ony. Additbnal temporary and permanent bracing MiTek' Is always required for shm,iiy and to prevent collapse with possible personal Injury and prepeny demand. For general guidance regarding the fabrestlon, storage, delivery, emejon and bract; of truss.$ and truss Systems, Sea ANSUTIM Dually Cmada, DSB49 and Best Building Component 6904 Parke Fast Blvd. SaferylnermaDon maWbie from Truss Plate marine,218 N.Lee Street, Sure 312. Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Cry Ply JUREK T79B30690 J39381-J39381A BO6 Roof Special 7 1 Job Reference (optional) East Coast Truss, Ft. Marc., FL 34946 8,330 s Mar 23 2020 MiTek Industries, Inc. Mon Mar 30 10:19:38 2020 Page 1 OL Nea9ioZds111VgWgq=XPWW-dYVbW dzrRm9fOkToek4AV0ueUc5kYZpz5Ygb=Vmzp 240-0 ]9a0 34J-o 1 5+0 S40 4&0 4x8 = state=1:60.0 ix4 I 48 = 3x4 = 5x8 = 4x4 = 3x4 = 3x8 = 3x4 = 3.6 I 3x6 II 3x4 = 3x4 = 1i01 ]-2b &2A 1}3D 1a80 2q-0-0 2980 3q-0-0 tiD 588 2L-0 4DA SSD s-0-0 5-0-0 4E-0 Plate Offsets (X Y)— 16:0-5.4 0-2-0] 18:0-54,0-2-0] LOADING (psp SPACING- 2-0.0 CSI. DEFL. In (lot) I/de0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Ven(LL) 0.13 15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Ven(CT) -0.2514-15 1999 180 SCLL 10.0 Rep Stress Incr YES WS 0.71 Horz(CT) 0.06 10 Na n1a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 239111 FT=0% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SO No.3 *Except* 2-18: 2x6 SIG No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid telling directly applied. WEBS 1 Row at mldpl 5-14, 6-13, 7-13. 8-11, 9-10 REACTIONS. (size) 10=Mechanical, 18=0-8-0 Max Harz 18=529(LC 7) Max Uplift 10=-561(LC 8), 18=.678(LC 8) Max Gray, 10=1662(LC 13), 18=1890(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2559/822, 34=-2287/800, 4-5=2619/927, 5-6=-1925/771, 6.7=-1391/671, 7-8=-1391/671, 8-9=-1002/486, 9-10=15891593 BOT CHORD 1-18=-28/254, 17-18=-500/512, 15.17=869/2899, 14-15=-76412491, 13-14=-58811777, 11-13=-320/844 WEBS 3-17=-186/799,4-17--993/346,5-14=1011/410, 6-14=253/928, 6-13=-563/155, 7-13=4051232, 8-13=-374/1200, 8-11=894/366, 9-11=394/1377, 2-18=1737/711, 2-17=-570/1936, 4-15=-551/233, 5-15=122/577 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCD1_=7.0psf BCDL=3.Opsh h=16ft; B=52ft; L=6411; eave=7ft; Cal. 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 pounding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 list bottom chord live load noncencument with any other live loads. 6) - This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-D-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except 01=11b) 10=561,18=678. 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. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.59581 MiTek USA, Inc. FL Cod el 6904 Parka East Blvd. Tampa FL 33010 Date: March 30,2020 WARNING-Verif, do.iyn yaranmlers and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MIIJ473 rev. IOM312075 BEFORE USE: ' Design valid for use only with MRekabconneclors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the bulkling designer must very the applicability of design parameters and properly incorporate this design into the overall buildingdesign.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. AddtlionallemporaryerMpermanembmdng MiTek- balwaysrequiredforstabilityendtoprevemcollapsewithpassiblepersonalInjuryandpropertydamage. For general guidance regarding the rabrcation, storage, deliveryrY, erection and bracing oftrusses and truss systems, see ANSUTPII costly, around, OSB49 and SCSI Building Component GINA Parke East Slid.SaleylnbfineNon availetle from Truss Plate Institute,218 N. Lee Street, suite 312, Alexandra. VA=314. Tampa, FL 36610 Job mss Truss Type cry Ply JUREK T19830691 J393SW39381A 807 Roof Special 1 1 Job Reference (optional) Truss, FL Pierce, FL 34946 1.9 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Mar 30 10:19:39 2020 4x8 = 5x5 - 3x4 = suits; If 6x8 = 54 = 3x4 = 3x4 = Us = 4xe II lZo It<u Fi sae I zoo 1 oleo I atel2 sa-a I sea scale: T1B-=l' Plate Offsets (X,Y)- 16:0-5-8.0-2-0L I7:030,0.2-81, 19:Edge,0-3-81, ry3:0-2-8,0-3-41 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. In (too) gdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.18 13-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 ec 0.96 Vert(CT) -0.3913-14 1994 180 BCLL 10.0 ' Rep Stress Incr YES We 0.86 Horz(CT) 0.08 9 his nla BCOL 10.0 Cade FBC2017/rP12014 Matrix -AS Weight: 2201b FT=O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except' 2-15: 2x6 SP NILS REACTIONS. (size) 9=Mechanical, 15=0-8-0 Max Hors 15=573(LC 7) Max Uplift 9=-561(LC 8), 15=678(LC 8) Max Grav 9=1701(LC 13), 15=1908(LC 13) BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1Row at midpt 5-12. 6.10. 7-10. 8.9 FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250(I1g) or less except when shown. TOP CHORD 2-3=-2458/745, 3.4=-2242/721, 4-5=2670/897, 5.6=-1727/717, 6-7-1006/563, 7-8=-1177/552, 8-9=-1564/589 BOT CHORD 14-1 5=-548/414,13-14=.946/3281, 12-13=708/2512, 10-12=-492/1600 WEBS 3-14=-275/975,4-14=-1459/557,4-13=814/354, 5-13=82/624, 5.12--1227/482, 6.12=274/1074, 6-10=-971/266, 8-10=34811376, 2-15=18501642, 2-14-60412121 NOTES- 1) Unbalanced mot live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vutl=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsf, h=16ft; B=52tt; L=64ft; eave=7ft; 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 pending. 4) Plates checked for a plus or minus 0 degree rotation about its Center. 5) This truss has been designed for a 10.0 par bottom chord live load noncencurrent with any other live loads. 6) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding Iao Ib uplift at joint(s) except gt=11S) 9=561,15=678. 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. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No,63881 MiTek USA, Inc. FL Can 68]6 6904 Parke East Blvd. Tampa FL 31810 Date: March 30,2020 ®WARNING - Verify designpara1110— anal READ NOTES ON THISANO INCLUDED MITEK REFERENCE PAGE 01-7413 rev. 16/0312015 BEFORE WE. Design valid for use onlywen MiTek® connenoo. This design Is based only open parameters shown, and Is for an InOivIUUL butting component, not abusssystem. Before use, the building designer must ved"e, applicability of design parameters and property incorporate this design into the overall buffiingdeslgn. Bracing Indicated is to prevent buckling ofindividual truss web another chord members only. Addhonal temporary and permanent bracing y..1�} OW Is always required for stable, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricator, Storage. delivery. session and bracing ofbusses and Was systems. see ANSVTPIf Quality Counts, DS949 and Beal Building Component 69W Parke East Bhd. SannyleformeBon aweabie from Truss Plrte InMdWe, 218 N Lea Street. Suite 312, Alexandria, VA22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply JUREK T19830692 J39381J39381A B08G Roof Special Girder 1 1 Job Reference (optional) i russ, r1. Pierce, rL d4a4e 8.330 s Mar 23 2020 MiTek Industries, Inc.. Mon Mar 30 10:19:41 2020 Page 1 ID:kOL Nea9o2dslll VRWgg22XPWW-17Ak90fsBMBkVVUS2UmHro72JliylxvEFf3mKCx Vmzm 1-a0 32-0 5.2.0 10.04 1]-0-0 23D-0 29-104 3C-1-0 1410 la0 2a0 b314 all-10 6a0 610d 4512 1-9 55= 44= 11 3x4 5x8 = 3x4 = eat = ass = 3x4 = 3x8 = 4xe II ass II 4a 1+0 11J-0 F2SI 2.21" 4I W3-2-8 szb 1046 1ae 2a414 za0 nd.n h Scala=169.4 Plate Offsets (X,Y)- 18:0-2-8,0-2-41,19:0-3-8,0-2-01,110:Edge,0-1-121,111:Edge,0-3-81 LOADING (psl) SPACING. 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Ven(LL) -0.22 12-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT)-0.3812-14 >999 180 BCLL 10.0 Rep Stress Ina NO WE 0.65 Horz(CT) 0.07 11 n/a Na BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight: 225 Is FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 *Except' TOP CHORD 9.10: 2x4 SP 270OF 2.2E BOT CHORD 2x4 SP No.2'ExcepSV BOT CHORD 11-13: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3*Except' 2-19: 2x6 SP No.3 REACTIONS. (size) ll=Mechanical, 18=0-8-0 Max Holz 18=617(LC 7) Max Uplift 11=567(LC 8), 18=787(LC 8) Max Grav 11=1717(LC 36), 18=1909(LC 36) FORCES. (lb) -Max, Comp./Max. Ten. -All farces 250 fib) or less except when shown. TOP CHORD 2-3=-1842/646, 3-4=-1683/603, 4-5=-3114/1053, 5-7=2256/835, 7-8=-2337/1046, 8-9=-1076/623,9-10=-1335/594, 10-11=-1551/594 BOT CHORD 17-18=-025/398, 16-17=-1117/3527, 14-16-849/3027, 12-14=386/1341 WEBS 3-17=218/743, 4-17=-2113/749, 2-18=1848/693, 2-17=647/1857, 10-12=29211386, 8-12=-681/248, 7-14=597/387, 8-14=640/1624, 4-16=529/283, 5-16=54f405, 5-14=1022/432 Structural wood sheathing directly applied or 2-10-13 oc purling, except end verticals. Rigid ceiling directly applied or 5-7-4 oc bracing. 1 Row at midpt 10-11, 9-12, 8-12. 8-14, 5-14 NOTES - I) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.0psf; BCDL=3.0psf h=16ft; B=52tt; L=84ft; eave=7tt; Cat. II; Exp C; Encl., GCpl=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 painting. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This buss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Ol between the bottom chard and any other members, with BCDL = 1o.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 Ot=lb) 11=567, 18=787. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 130lb down and 1601b up at 3-2-8 on top chord, and 661b down and 131 Ib up at 3-1-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.63681 Well USA, Inc. FL Can 6834 0904 Parka East Blvd. Tampa FL 33918 Date: March 30,2020 ®WARNING- VwJydssgnparanwue and READ NOTES ON THIS ANDINCLUCEO MITEK REFERENCE PAGEAM7473rev. 10.'OV2015BEFORE USE. Design valid for use alywdb MTek®oonnetlars. This design is based only upon parameters shown, and is furan ink ividual bu ring component, am lye F a Imaa system. Before use, Ire building designer must very Me appllcablNy mdesl6n parameters and properly incOMOme Nis design Intothe overall buildingdesign. BredraIndicatedIstopreventbucklingofMcMldualWsswebandlorohortlmembersony Mellower temporary and permanent bracing MiTek' is aware required for stable, and to prevent Collapse with possible personal injury and property damage. For general guidance egardIng the fabrication, storage. delivery, areclon and bracing of tresses and Voss systems, see ANSVTPH Quality C4reda, DSB49 and BC51 Building Component aged Parka East BNd. Safeylnfa m alon avagable from Tmss Plate Ins0u e, 218 N. Lea Street, Suae 312. NexandM, VAM14. Tamps. FL 36610 Job Truss Truss Type Cy Ply JUREK T19830692 J39381-J39381A 808G Roof Special Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.26, Plate Increase=1.28 Uniform Loads (pip Vert: 1-3ii 3.4iii 4-8=70, 8-9-70. 9-10=-70,11-19=-20 Concentrated Loads (Ili Vert: 3cyi 17=66(B) 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Mar 30 10:19:412020 Page 2 ID:kOL Nee9ioZds111VgWgq=XPWW-17Ak90fs8M8kVVUS2UmHno72JIiYlxvEFf3mKCuVmm ®WARNING - Verityd ignparametersantlREADNOTESONTHISANDINCLUDEDMITENREFERENCEPAGEMIL7473rev,1010312015BEFOREUSE. Design valid for use only with MRok®connectors. This design is based only upon parameters shown, and Is for an Individual building component, net � a truss system. Before use, the building designer must Wriy the applicability of design parameters and propery Incorporate his design Into the overall bulldingdeslgn. Bracing Indicated is to prevent buckling of Individual India web ani chord members onry. Additional temporary and permanent bracing MiTek' Is always required for stabil0y and to prevem Collapse with possible personal Injury and property damage. For genmai guidance regarding the Iabdoati0n, storage, delivery, erection and bracing of Moses and Voss systems, me ANSUTPif Duality Choose,DSB-09 and BCSI Building Component 6904 Parka East Blvd. seyerylnrmmatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alaxandna, VA22314. Tampa. FL 36610 Jab Truss Truss Type Oty Ply JUREK T19830693 J393Bt-J393B1A B09 Common 1 i Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 a Mar 23 2020 MiTek 4x4 = Inc. Mon Mar 30 10:19:42 2020 lox10 = 6x5 = 4x4 = 3x4 = 3x8 = 3x4 = 6XSM18SHS = 7-25 14-1.3 21-0-0 31-0 1 ass e-m.1a I B.1D.1a 10`0-n goals=1:85.7 Plate Offsets (X,Y) - fl4:0-1-12,0-0-01, 114:Edge,0-9-01 LOADING (psQ SPACING- 2-0-0 Cat. DEFL. in (loc) gde0 L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.79 Ved(LL) -0.44 8-10 >839 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.69 8-10 >532 180 M18SHS 2441190 BCLL 10.0 ' Rep Stress Inv YES WB 0.86 Horz(CT) 0.05 8 nia Na BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 207111 FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'ExcePt' 9-12: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except' 7-8: 2x4 SP No.2 BRACING. TOP CHORD Structural mod sheathing directly applied, except end vedlcals. BOTCHORD Rigid ceiling directly applied. WEBS i Row at midpt 4-10, 6-8 REACTIONS. (size) 14=0-8-0, 8=Mechanical Maxi 14=641(LC 7) Max Uplift 14=521(LC 8), 8=534(LC 8) Max Gray 14=1670(LC 13), 8=1634(LC 13) FORCES. (Ib)-Maw. Comp./Max.Ten.-All forces 250(lb) or less except when shown. TOP CHORD 1-2=-2544/823, 2-4=-1966/748, 4-5=1241/612, 6-6=-1226/627, 6-7=278/256, 1-14=-1547/538,7-8=-289/210 BOT CHORD 13-14=-591/835, 11-13=.682/2483, 10-11=.503/1901, 8-10=-237/818 WEBS 2-11=686/306, 4-11=-124/601, 4-10=1121/474, 5-10=306/664, 6-10=.117/688, 1-13=418/1658, 6-8=1522/410 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.0psf, h=1611; B=52ft; L=6411; eave=7ft; 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) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 par bottom chord live load nonconwnent with any other live loads. 6) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in 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.Ops1. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) except at=lb) 14=521,8=534. 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. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.63661 MiTek USA, Inc. FL Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Date: March 30,2020 ®WARNING-Vmitld-ignpann,el—.,,J READ NOTES ON THIS AND INCLUDED MBEx REFERENCE PAGE hIII-04731— INU33015 BEFORE USE. Design valid for use only wM MiTek® Ce electurs. This design is based only open parameters shown, and is for an Individual buading component, net a Imes sysem. Before use. Ike Wild, deferrer must verify the applicability of design parameters and Property MacRorets Nis design Into the overall buil4ingdachm. Bracog indicated Is to pronent buckling of Indimdual man; web andlorchoal members drift. Mddionaltempamry.ndpormanaMbmC[ng MiTek' (aafways required for stability and to prevent collapse with possible personal Injury and properly damage. For general guldance, regarding the fatencence.storage, calNery, erection and bracing of trusses and truss system, see ANS17PH dually attend, DSB49 and SCSI Building Component Ism Parke Past Blvd. Safetylnformditon avarabie from Truss Plate Institute,218 N. Lee StreM, Su0e 312, Alexandra, VA22314. Tampa, FL Goals x Job Truss Truss Type cry Ply JUREK T19830694 J39381J39381A B10 Common 4 1 Jab Reference"of ... 1 o.JOu s mar Ls 2u,u ml 4x4 = 15 14 m 12 m 11 1a y4 = Sx5 = 4x4 = 3x4 = 3x8 = sad = 34 II LOADING (pat) SPACING- 1-11-4 CSI. DEFL. in (too) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TO 0.63 Vert(LL) -0.43 9-11 '>862 240 TCOL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.67 9-11 >547 too SCLL 10.0 ' Rep Stress mar YES WE 0.74 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' 10-13: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 2.15: 2x6 SP No.3, 8-9: 2x4 SP No.2 REACTIONS. (size) 15=0-8-0, 9=Mechanical Max Horz 15=626(LC 7) Max Uplift 15=-624(LC 8), 9=511(LC 8) Max Grav 15=1748(LC 13), 9=1570(LC 13) Inc. Mon Mar AD iu:1tl:" 2uzu Scala =1:73 2 11 eu e ISx8M18SHS = PLATES GRIP MT20 2441190 M18SHS 244/190 Weight: 210111 FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS IRow at midst 3-12,5-11,7-9 FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2381/759, 3-5=-1917/712, 5-6=1199/585, 6.7=-1175/601, 7-8=-270/249, 8-9=-281/204 BOT CHORD 14-15=-531/595, 12-14=-661/2344, 11-12=-495/1858, 9.11=-228/784 WEBS 3-12=-553/251, 5.12=-80/519,5-11-1084/456, 6.11=-284/627, 7-11=-113/660, 2-15=-1602/652, 7-9=-1458/389, 2-14=52911806 ' NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.OpsF BCDL=3.Opsh h=16ft; B=52ft; L=64ft; save=7ft; 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) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcunent with any other live loads. 6) • This truss has been designed for a live load of IO.Opsf on the bottom chord in 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 1001b uplift at joint(s) except (it=1b) 15=624,9=511. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrack be applied directly to the bottom chord. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE Nd.53681 li USA, Inc. FL Curt 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 30,2020 ®WARNING- Verily deSlyrrYarI weirs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PA GE M11-I4I3 rev. IMN2016 BEFORE USE. Design valid for use only with MDek® connectors. This design Is based only upon parameters shown, and Is for an Individual building Component, not a Was systan. Before Use,the building deslgner must verify the appllcabllity of design parameters and property Incorporate this design Into the overall buildingdeslgn.. Bracing Indicated Is topho edtbuckungoflndlNdualtresswebandforchordmembersonly. AE4iGonaltempararyand permanembracing MiTek' be always replied for stability and to prevent collapse with possible personal Injury and property damage. For generel guidance regareing the labrtrsgan,storage, deavery, erecten and brecing of lessee and tress systems, see ANSVTFI1 DueIHy Crash., DSB49 and SCSI Building Component 6904 Parke East Blvd. Sayetylnyormmlon available from Tess Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA=14, Tampa, FL 36610 Job Truss Truss Type Ply T19830695 J39381-J39361A 611 Hip Joy 1 1 �JUREK Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 AEG r 8,330 s Mar 23 2020 MiTek 4x8 = 4x4 = Inc. Mon Mar 30 10:19:45 2020 Sx5 = 4x4 = 3x4 = 4x4 = 3xB = 5x5 3x4 3x4 = 1410 1d-0 11-1d 2488 30.1A INN td-0 18.5d &5d I 1]-0 I BQ-8 I 04-0 Scale =1:65.3 Plate Offsets (X,Y)— [6:0-5-4,0-2.01, f10:0-2-0,0-2.12] f16:0-2-00-2-12] LOADING (psp SPACING- 2-0-0 Cat. DEFL. In (fee) gde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.32 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.6613-15 >667 180 BCLL 10.0 ' Rep Stress Incr YES We 0.65 Horz(CT) 0.06 10 mat Na BCDL 10.0 Code FBC20171TPI2014 Malrlx-AS Weight: 2261b FT-0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2'Excepl' 1-14: 2x4 SP No.1 WEBS 2x4 SP No.3'Except' 2-16: 2x6 SP No.3 REACTIONS. (size) 16=0-8-0, 10=11lechanical Max Hom 16=607(LC 7) Max Uplift 16=644(LC 8), 10=527(LC 8) Max Grant 16=1815(LC 13), 10=1594(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpl 6-13, 6-11, 3-16, 8-10 FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-335/0, 2-3=484/115, 3-5=-2293/794, 5-6=1380/637, 6-7=962/572, 7-8=-1118/592,8-9=-258/241,9.10=-253/191 BOT CHORD 1-16=0/329, 15-16=-735/2344, 13-15=585/1971, 11-13=390/1299, 10-11=-245/716 WEBS 5-15=90/579, 5-13=982(434, 6-13=266/941, 6-11=783/234, 7-11=-131/315, 8-11=1577746, 3.16=2048/722, 2-16=395/302, 8-10=1497/411 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd-124mph; TCDL=7.OpsY BCDL=3.Opsf; h=16ft; B=52ft; L=64ft; eave=lift; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directions]); 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 pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed fare 10.0 par bottom chord live load nonconcomem with any other live loads. 6) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (t=lb) 16=644,10=527. 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. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE Nd.531131 MiTek USA, Inc. FL Cott 6634 69114 Parke East Blvd. Tampa FL 33613 Dam: March 30,2020 ®WARNING -VuBy d—gn parameters andREAD NOTES ON THIS AND INCLNDEOMITEx REFERENCE PAGE AIII-T473 rev. I00"015 BEFORE USE. SSSSSS Design valid mruce onlywilh MTek® Connectors. This design Is based only upon parameters show, and Is for an Individual hulding component, not a truss system.Bo/om use, the balding designer must vedy the applicability of design parameters and properly Inoprpomte his design into the overall bulMingdeslgn. Bracing Indicated IS to Favors buckling ofNONldualWhisweb and/or chord members only. Additional temporary and permanent trading MiTek' Is always required for stablliyand to prevent collapse with possible personal injury and property damage. For general guidance regarding me fabrication. Storage, delivery, erection and bracing M tresses and truss systems, see ANSITFV quality Mmlm, DSBAS and Best Building Component 6964 Parke East Blvd. Sayelylnrormallon availablehem Tmss Plate Instdute,21BN.LeeS 0,Suae312,Alexandria,VA22314. Tampa, FL Settle Jab Truss Truss Type Oty Ply JUREK T79830696 J39381-J39381A B12 Hip 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.330s Mar232020M7ekindustdes,tm. Mon Mar3010:19:462020 Scale: 3/16'=1' 5x8 = 4x8M18SHS = 6.00 12 5x5 = sail = sad = 3x4 = 3.4 coc 3x8 = 4x6 11 3x4 _11 Plate Offsets (X,Y)— 14:0.2-8,0.3-01, 15:0-6-0,0-2-81 [6:0-SO 0-2-01 [B:Edge 0-3-8][14:0-2-0 0.2-121 LOADING (psf) SPACING. 2-D-0 CSI. DEFL. in (loc) gdeff L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(L-) -0.18 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.3411-13 >999 180 M18SHS 2441190 BCLL 10.0 Rep Stress Ina YES WB 0.63 Hor(CT) 0.06 8 n1a We BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 205 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 *Except' 2-14: 2x6 SP No.3 REACTIONS. (size) 8=0.3.8, 14=0-8-0 Max Hoa 14=564(LC 7) Max Uplift 8=526(LC 8), 14=-642(LC 8) Max Grant 8=1596(LC 13),14=1824(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midst 4-11, 5-9, 6-9, 7-8, 3-14 FORCES. (lb) -Max. CompJMax.Ten.-All forces 250(Ib) or less except when shown. TOP CHORD 1-2=272/0, 2-3=398/90, 34=-2347n95, 4-5=1616/675, 5-6=915/521, 6-7=1069/511, 7-8=1473/554 BOT CHORD 1-14=0/261, 13.14=-768/2300, 11-13-653/2066, 9-11=-492/1509 WEBS 4-13=-60/432, 4-11=-811/366, 5-11-2101928, 5-9=907/257, 7-9=350/1292, 2-14=3411261, 3-14=21381743 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsf, h=16ft; B=52ft; L=64ft; eave=7ft; Cat. II; Exp C; Encl.. GCpl=0.18; MWFRS (directional); cantilever left and right exposed; and vertical left and right exposed; Lumber DOL-1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water pending. 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 nonconcument with any other live loads. 7) ' This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fa 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 atjolnt(s) except (jt=lb) 8=526,14=642. 9) This truss design requires that a minimum of 7/is'structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chard. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE Nd.63681 MITek USA, Inc. FL Cart 6636 6904 Parka East Blvd. Tampa FL 33610 Date: March 30,2020 ®WARNING - Verily Jesiyn Paramelen entl READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE AIII-7473 rev. IM312015 BEFORE USE. Design wait for use only wan M7eW connectors. Tbis design is based only upon parameters shown, and Is for an md!Muel building component not a truss system. Befare use, the building designer must verily the applicabny of design parameters and prosody incorporate Ml. design No the overall � baldlogdesign. Bracing IndIsmard Is to prevent buciding V AdNidual truss web ardlor chord members oni,I. Addulonaltemperaq and permanent braclag MiTek' Is always requhod far mabl ty.nd to prevent collapse with Pourable personal Injury and property damage. For general guidance regarding me fabrication, storage, delivery, eremlanand brmomg oltmssesmactrsssystems,see ANSI 110ualky CMd.,DSB49and BC91BUIIWng Compomf 6904 PaM1x East elr9. SaMayfnrombefem ava0able man Thies Pima InsNute. 218 N. Lee ahem, Suse 31Z Nexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Oy Ply JUREK T19B30697 J3938W39381A B13 Roof Special 3 1 Job Reference (optional) I rubs, rs, riece, rL.rlaao h.33u s Mar 232uzu MI I ex lnausines,Inc. Mon Mar 3010:19:482020 Pagel ID:kOL-Nea9io2dslll VgWgq=xPIAW.KUSN4P[FWOksYVOOlvOacrY8W4w40EHGezBylzVmzf &11-11 11-0.13 1810.0 =-90 2aBo 32.4e sn-n I sss I ss3 I Mill 5-11.0 3-ao Seale: W18-=r 4x4 = 2x4 I e.0o 1z e 7 3x4 G 1�x4 I 3x4 i 5 8 Ox4 C 4 g 4x4 i Bx10 M18SHS = 3 S 4x8 C 2x4 11 0 3,12 J 2 11 3x4 12 1 g 9 7 28 8 17 I¢ S 4x10M18SHS = 23 = 21 20 1514 Say = aide= 3118 I 3a4 = 3x4 = 3x4 = 5x8 = 3,10 = A-0 30S0 td-0 11� I 92-0 16A-0 t48A Y1-9-0 3a80 2A0.0 ]be )-2-0 f41-0 I 5-fl-0 12WU 1-11-0 I Plate Offsets ((,Y)- (9:0.2-0,Edne] 115:0-0-00-1-8] 117:0-7-80-4-41 f19:0-2-120-2.8] 121:0.0.80.1-81123:0.2-40.2-12] LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) gdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.38 17-18 >976 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.7017-18 >520 180 M18SHS 2441190 BCLL 10.0 Rep Stress lncr YES We 0.95 Hoa(CT) 0.45 13 n/a Na BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 2081b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Excepr BOT CHORD 6-21: 2x4 SP No.3, 17-19: 2x4 SP 270OF 2.2E WEBS 2x4 SP No.3 *Except* 2-23: 2x5 SP No.3, 11-17: 2x4 SP No.2 WEBS REACTIONS. (size) 13=0-8-0, 23=0.8-0 Max Hors 23=390(LC 7) Max Uplift 13=517(LC 8). 23=648(LC 8) Max Gray 13=1614(LC 14). 23=1743(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-322/69, 3.5=2220/806, 5.6=-2077/807, 6.7=1992/824, 7-8=-3118/1213, 8-10=-3006/1017, 10-11=6774/2125, 11-12=-17951591. 12-13=-1606/497 BOT CHORD 22-23=573/2152, 18-19=-306/1839, 17-18=1993/6457, 10-17=558/2120, 14-15=129/381 WEBS 19.22=-50512118, 5-19=335/233, 8-18=6241374, 10-18=3911/1304, 3-23=2051/766, 2-23=294/225,7-19=-253/1008, 7-18=596/1646, 11-14=2353/723, 14-17=551/1920, 11-17=-1324/4382, 12-14=460/1511 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 2.2.0 oC bracing: 15-17 10-0-0 oc bracing: 19-21 1 Row at midpt 10-18. 3-23 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=7.Opst; BCDL=3.OpsY h=16ft; B=52f1; L=64tt; eave=7f1; Cat. II; Exp C; Encl., GCpl=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) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about 8s center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) ' This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = Ic0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except (jt=1b) 13=517,23=648. 8) This truss design requires that a minimum of 7116" structural woad sheathing be applied directly to the lop chord and 1IT gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE Nosiest 01rek USA, Inc. FL Deft 6634 6904 Parka East Blvd. Tampa FL 33610 Date: March 30,2020 ®WARNING- Verily design ParamelwS and READ NOTES ON THIS AND INCLUDED WEK REFERENCE PAGE MII-7p3 rev. I"N2015 BEFORE USE. Dmign valid for use any with MTeM Connectors. This dedgn is based any upon parameters Shown, and la for an individual building component, not a truss system. Before use, the bulking designer must vedy the appllwbi0y of design parameters and property koorymme his design into the overall bulliingdeslgn. Broolng Indicated Is to perwant budking Of lndiVdual truss web andror chord Members only. AddlionaltamporaryandpermeneMbmCing MiTek' Is always required for Mobility and to problem Collapse with possible personal Injury, and property damage, For general guidance regarding me fabrication. slorege,delivery, erection and bratllp afWsses and Wm systems, see ANSUF%1 Quality Cmda, D5B89 and SCSI Building Component was Period East Shia. safetylnlo]mNon available from Truss Fisher inskma,218 N. Lee Street Suite 312, Alexandria, VA=314. Tampa, FL 36610 Job mss Truss Type Oty Ply JUREK T19830698 J39381-J39381A B14 Hip 1 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 B.DO 12 4 19 Mar 23 2020 Mire, Industries, Inc. Mon Mar 30 10:19:512020 scale =T: a 11 I¢ 3x9 = 3x8 II 5x5 = 4x4 = 3x4 = sUg = 4x4 = 5x5 = 54 It 1�-p1Sp ]-9� 15aa 18-841 3N� 33aL 11d-00. 01 ]J.IJ I '1 Plate Offsets (X,Y)— (3:0-2-0,0-3-41,14:0-5-4,0.2-01,16:0-2-8,0-3.01.17:0-3-0,0-1-81 [S:Edge 0-3-e1 LOADING (psp SPACING. 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.1312-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.2812-14 >999 180 BCLL 10.0 Rep Stress Ina YES WB 0.87 Horz(CT) 0.06 8 FIB That BCDL 10.0 Code FSC2017/7P12014 Matrix -AS Weight: 190 lb FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 *Except' 2-15: 2x6 SP No.3 REACTIONS. (size) 15=0-8-0, 8=0-8-0 BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1Raw at mldpt 3-12,4-11 Max Horz 15=351(LC 7) Max Uplift 15-650(LC 8), 8=521(LC 8) Max Grev 15=1719(LC 13), 8=1573(LC 14) FORCES. (lb) - Max. Com idMax. Ten. -All forces 250 (Its) or less except when shown. TOP CHORD 2-3=-2315/796, 3.4=-17831737. 4-5=1540/731, 56=1783/746, 6-7=-2375/624, 7-8=-1454/536 BOTCHORD 14-15=-265/481, 12-14=-581/22D4, 11-12=-328/1646, 9-11=-597/1984, 8-9=-165/460 WEBS 3-12=649/291,4-12=-109/507,5-11-146/528,6-11=-719/321,2-14=-562/1759, 2-15=-1571/672,7-9=-432/1560 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL-3.Ops/; h=16fi; B=521t; L=640; eave=7ft; 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 8s center. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencunent with any other live loads. 6) ' This truss has been designed for a live load of 10.Opsf an the bottom chord in 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 1001b uplift at joint(s) except (it —lb) 15=650,8=521. 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. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.53881 MIT6x USA, Inc. FL Ced GBU 0904 Parka East Blvd. Tampa FL 33610 Date: March 30,2020 ®WARNING -Verily d-ign Paiamelern and READ NOrES ON THIS AND INCLUDED MIFEK REFERENCEPAGE All4lILev. 10/0I42015 BEFORE USE. weew Design valid far use onlywab MRekdoonnectam. This design Is based only upon parameters shown, and is for an Individual burdmi, component, not Not atruss System. Before Use, the building deslgner must verify the appllGbllay of design parameters and Property NCnrynrate this design Into the Overall building design, Bracing Indicated is to roast budling of lndrAdual truss web Uncut chord members only. Additional temporary and permanent gracing M!Tek' Is always required for stability and to prewst whapse with possible personal Injury and property damage. For general guidance regarding me fabrication, storage, delivery, erosion and bracing of trusses and truss systems, see ANSVTPll Quality CdMda, DIELB9 and SCSI Building Component 6W4 Parke East Bind. SeelyfnformWon avatieblefmm TmssPlateinstitute,218N.bee StMKSuite312,Ala dda,VA22314. Tampa, FL 3010 Job Truss Truss Type cry Ply JUREK T19830699 J393BW39381A B15 Hip 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.330 s Max 23 2020 MTek Industries, Inc. Mon Mar 3010:19:54 2020 Page 1 ID:k0L_Nea9ioZds111 VgWggmXPIAW-9dietSg04LnuaTyYk?Ogpt5atx3EUo6Aea0W9hzVmzZ 1-a0 fi-94 1000 20BCO 25110.12 320-0 33B4 1-ao 1 s1.4 6212 I 7-e-0 1 6z-u 1 s1.4 184 Scala =1:57.7 5x8 = Sus = 4 23 24 5 3x4 3x8 11 54 = 4x4 Sail= 3x8 = 3x4 - 54 = 3x8 II 3.4 = 3384 tdOl$D a.94 1300 M80 232-00 32.4A tco sue 1 az-tz I 73-0 .2-12 I az-tz I s1.a e Plate Offsets (X,Y)- 14:0.6-0,0.2-81,15:0.3-0,0-2-81 LOADING (psf) SPACING- 2-0.0 CSI. DEFL, in (loc) UdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.14 12-13 -999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.2612-13 -999 180 BCLL 10.0 Rep Stress Inns YES WB 0.67 Horz(CT) 0.06 9 rda Na BCDL 10.0 Code FBC20177rP12014 Matrix -AS Weight: 1851b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3•Except• 2-16,7-9: 2x6 SP No.3 REACTIONS. (size) 16=0.". 9=0-8-0 Max Holz 16=285(LC 6) Max Uplift 16=-646(LC 8), 9-645(LC 8) Max Grav 16=1732(LC 13), 9=1712(LC 14) BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling direly applied. WEBS 1Row at mldpt 4-12 FORCES. (Ih) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2293l770, 34=19921761, 4-5=1732/751, S-6=-1979/764, 6-7=2288(/84 BOT CHORD 15-16=-216/385, 13-15=-569/2169, 12-13=-398/1838, 10.12=-582/1952 WEBS 3-13=-389/195,4-13=-52/479,5-12--55/435,6.12=-396/207,2-16=-1577/644, 2-15=595/1838, 7-9=-15571601, 7-10=54811806 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.OpsY BCDL=3.OpsY h=16ft; B=52ft; L=64ft; eave=7ft; Cal. II; Exp C; Encl., GCpl=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 Fondling. 4) Plates checked for a plus or minus 0 degree rotation about Me 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 10.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will rd between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable o1 withstanding 100 Its uplift at joint(s) except (j1=11o) 16=646, 9=571. 8) This truss design requires that a minimum of Tit 6" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.53681 MiT6k USA, Inc. FL Ced 6634 6904 Parka East Blvd. Tampa FL 33610 Data: March 30,2020 ®WARNING -Verify design Parame,ers and READ NOTES ON THIS ANDINCLOOED MITEX REFERENCE PAGEMIId03 eee. I"MO15 BEFORE USE. sanas Design valid for use onywM MTek®commetors. Thus design is based any upon parameters shown, and is for an IMirfdual building component, not a Was system. Before use, the building designer must vetly the apptiwbitiy of design parameters and property [response Nis design into the overall buidirill asign. Bracing indicated is to preventbuckl'mgoflndiNduelMass web andlorchord members ony,AddhlonallemporaryendpemianentbraCing WOW is always requintl for stabilby, and to provide Collapse with possible personal Injury and property damage. For general guidance ngarding the fabricator. Comes. salary, erection and bracing of Musses and Mass systems, see ANSWPId Quagry, Cdnda, DSBAB and BCSt Building Component Saari Parke East BM. Sehrylarelmetton available ford Truss Plate Institute, 218 N. Lee Bared, soon 312, Alaxandda, VA22314. Tampa FL 36610 Job sTruss Type 0ty Ply JUREKT79830700 Isms J39361J39387A ib Hip 1 1 Job Reference clonal East Coast Truss, Ft. Pierce, FL 34946 8.330 s Mar 232020 MITek Aide = 1 A II Aide = Inc. Mon Mar3010:19:552020 Scale=1:56.9 3x4 = 5x5 = 3x4 = 3x8 = 3x4 = 5x5 = 31 = 3x4 = 3x4 = 33a0 1-0-01&0 LM_ VIV Yl$0 'Sl-0O 3g4,p I tso s+o I sloe I slog I sea te.o I Plate Offsets (%,Y)— (4:0.5-0,0-2-01,16:0.5-4,0-2-01,110:0-2-4,0-2-121, (16:0.2-4,0.2-121 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Ved(LL) -0.16 10-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.3410-12 >999 180 BCLL 10.0 Rep Stress Ina YES WB 0.86 Horz(CT) 0.08 10 Na Na BCDL 10.0 Code FBC20177rP12014 Matrix -AS Weight: 1851b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-16,8-10: 2x6 SP No.3 REACTIONS. (size) 16=043-0, 10=043-0 Max Ho¢ 16=243(LC 7) Max Uplift 16=-645(LC 8),1018) Max Gmv 16=1699(LC 13), 10=1699(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. FORCES. (Ib)-Miss. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 1-2=-343/0, 2-3=397/42, 3-4=2075/776, 4-5=2024/869, 5-6=-2024/869, 6-7=2075/780, 7-8=.396/78, 8.9=-343/0 BOT CHORD 1-16=0/290, 14-16=-566/1970, 13-14=450/1901, 12-13=-454/1760, 10-12=-580/1789, 9-10=01290 WEBS 4-14=81328, 4-13=1631473, 5-13=4441243, 6-13=-158/473, 6.12=-14/328, 3-16=1860/808, 7-m=-1861n61 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10: Vuft=160mph (3-second gust) Vasd=124mph; TCDL=7.OpsY BCDL=3.OpsY h=16ft; B=5211; L=64ft; eave=7ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (direc8onap; Cantilever left and right exposed ; end vertical left Bad right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about 8s center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconclument with any other live loads. 6) • This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at Joints) except 61=11s) 16=645. 10=577. 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 chard. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.63681 MiTex USA, Inc. FL Can 6634 6904 Pads East Blvd. Tampa FL 33010 Date: March 30,2020 ®WARNING- verily design parameers vntl READ NOTES ON TNIS AND INCLUDED MEEK REFERENCE PAGE M11.7473 rev, 1W0Qu20U BEFORE USE. Design valid for use only with MiTeMconnectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��• a Was Wstem. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall ��.��•YYY building design Bracing Indicated is to prevent booting of Individual truss web andlor chord members only. Additional temporary and permanent bracing WOW 7 Is always required for stability and to prevent collapse with possible personal Injury and popery damage. For general guidance regarded the fabdomor. storage. delivery, erection and beading of trusses and Was systems, see ANSIyTPIi Qualify Cantle, DSB49 and SCSI Building Component 6904 Parke East BIM. Serefylnlormafion avaitbte, from Truss Plata tnstute, 218 N. Lee Street, Bulls 312, Nexandda, VA U314. Tampa, FL 36810 Job Truss Truss Type City Ply JUREK T79830701 J39381J39381A B17 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 slave = 8.330 s Mar 232020 MiTek Industries, Inc Mon Mar 3010:19:582020 Pagel 4x8 = Scale = 1:56.9 3x4 = 5x5 = 3x4 = US = 3x4 = 5x5 = 3x4 — 3av4 3x4 = 3380 low eN I ts.tao I 2aao I 3240 2s-.4 .." I Plate Offsets(X,Y)— [4:0.5-4,0.2-0) [6:0-5-4,0.2-0) [10:0-2-40-2-12) [16:0-2-40-2-121 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (toe) War Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.1413-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.3013-15 >999 180 BCLL 10.0 Rep Stress Ina YES WB 0.57 HOrz(CT) 0.08 10 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 17616 FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-16.8-10: 2x6 SP NITS REACTIONS. (size) 16=04-0.10=0-8-0 Max Horz 16=199(LC 7) Max Uplift 16=-645(LC 8), 10=645(LC 8) Max Grav 16=1688(LC 13), 10=1688(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=2160/789, 4-5=2529/1021, "=m2529/1021, 6-7=2161/796 BOT CHORD iS16=-517/1809, 13-15=-512/1979, 11-13=-518/1836, 10.11=-535/1661 WEBS 3-15=-98/338,4-13=-305/876,5-13=-613/349,6.13=-297/876,7-ll=-98/339, 3-16=1946/772,7-10=-1947/728 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.OpsF BCDL=3.Opsf; h=16ft; B=52ft; L=64ft; eave=7ft; 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 Cording. 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 nonconcufrant with any other live loads. 6) ' This truss has been designed for a live load of 10.Ops1 on the bottom chord in 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 100111 uplift atjoint(s) except 61=16) 16=645,10=577. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chard and 1/2" gypsum sheetrock be applied directly to the bottom chard. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE Nd.53681 MiTek USA, Inc. FL Ceri 6904 Parke East Blvd. Tampa FL 33610 Bate: March 30,2020 ®WARNING VInly tlevgn parameters and READ NOTES ONTHIS AND INCLUDED full REFERENCE PAGE 111147073 re. 10/0312c S BEFORE USE. Design valid far use Chilean MTeM CMMWds. This design Is based only upon parameters shown, and is Ira an ndi fa nd building component, not l- Mal' �� atruss symbol. Before use, the building designer must verify the appresulity of design parameters and fall incorporate nb design Into the overall building design. Bracing Indicated is to prevent buckling of lndiNdual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stabildy and to prawns collapse with possible personal Injury and properly damage. For general guidance regarding Me fabdcabon,domes, drewhy,eredlon and bredng ofmisses and Was systems, we ANSUT%1 Quality Cdfede, DS049 and BCSl Building Component said Parke East Bind. Saftyln/drmeaon..UbNhom Truss Plate Inath,ne,21e N.Lee6 M.Suhe312,AlexendM,VA22314. Tampa,R 36810 Job Truss Truss Type .Oty Ply JUREK TISB30702 J39381-J39381A 818G Hip Giber 1 1 Job Reference o tional ��. a mar 1. �.'. .1, as meusmes, me. men mar 4u Tu:zu:ut lulu rage 1 ID:kOL Nea9io2dslll VgWggzzXPW-S_OILrvPRVIuwY ufzeTOLM6mNLdwgC FAcOvnzVmzS 3.9.4 7-ao n-11-14 to-to-h z1-az Wzsao zs-1a1z Sae-o aaa I aznz a11da alo-z i oral l a4144 aalz 3-a4 4x8 = 6.00 12 4 1.4 II Bids = 1.4 It 4xB = 27 28 5 29 30 31 6 32 33 34 7 35 36 8 Seats -1.56.9 Ell EEO t9d 20 19 37 18 38 17 39 40 16 41 42 1s 43 14 44 13 12 3x4 = 6x5 = 3x4 = 6x5 WB = 3x10 = 1x4 II 3x10 = Sx5 M = 3x4 - 5a5 = 3x4 = 33aO lea+ 74a 11.nna I 16-10.021ax I idea I L ..^ Plate Offsets (X,Y)- 14:0-5-12,0-2-01, 16:0-2-8,0-3-01, 18:0-5-8,0-2-01, i12:0.2-0,0301 120:0-2-0,0.3-01 LOADING (pat) SPACING. 2-0-0 CSI. DEFL. in (lot) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.38 16 >955 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Ven CT) -0.5215-16 >702 180 BCLL 10.0 Rep Stress Ina NO WB 0.81 Hoa(CT) 0.16 12 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1841b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 *Except' 6.8,4-0: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 •Except• 14-18: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 2-20,10-12: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 20=0-8-0, 12=0.8-0 Max Hole 20=155((-C 23) Max Uplift 20=-1259(LC 8), 12=1274(LC 8) Max Grant 20=2735(LC 29), 12=2818(LC 30) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-9 oc purling. BOT CHORD Rigid telling directly applied or 3-10-1 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 34=-3929/1808, 4-5=-5469/2599, 5-6=5469/2599, 6-7=-552212666, 7-8=5522/2666, 8-9=-4070/1961 BOT CHORD 19-20=108612667, 17-19=1459/3549, 16-17=2724/6147, 15.16=2724/6147, 13-15=-1595/3592, 12-13=1200/2641 WEBS 3-19=494/1106,4-17=-116412482, 5-17=-643/454, 6-17=838/393, 6-16=0/329, 6.15=-750/310, 7-15=.6431454,8-15=1080/2395,8-13=256/256,9-13=-54511161, -, 3-20=3364/1571, 2-20=-280/187, 9-12=347911648, 10-12=-284/178 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; SCDL=3.0psf; h=16ft; B=52ft; L=64ft; eave=7ft; 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 pending. 4) Plates checked for a plus or minus 0 degree rotation about its Center. 5) This truss has been designed fora 10.0 par bottom chord live load nonconcurrenl with any other live loads. 6)' This truss has been designed fora live load of 10.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 10016 uplift atjoinl(s) except Gt=lb) 20=1259,12=1274. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE Nc.63661 Miffs USA, Inc. FL Cad 6634 6604 Parker East Blvd. Tampa FL 33010 Data: March 30,2020 -ontinued on Does 2 ®WARNING -Verity Uevgn paramstela antl READ NOTES ON THIS AUD INCLUDEDATITEX REFERENCE PAGENF7473 rw. I0`030015 BEFORE USE. Design valid serves onywilh MTeWconnedom. This design Is based only upon parameters shown. and Is loran Indivdual b eking compment, net a truss system. Below use, the building designer must vent' the applicability of design parameters and properly incorporate this design into the overall buildingdeslgn. Bracing Indicated is to prevent bucklingof Individual truss web and/or chord members only AOdhlonal temporary and particulate aidng MIMIC Is always required for stabllay and to prawns collapse with posters personal Injury and property. .damage. For genaml guidance regarding me fabrication,stoma.dower, erection and bracing oftnsses and "as Systems, ue ANSU1701 Quality CModa, DSB49 and SCSI Building Componern 6904 Parka East BNd. SeleyleAsmunlien evocablefrom Truss PIs.Ingkul,218N.LeaI e.Su1.312,Alexandria,VA22314. Tampa,FL 36510 Job Truss Truss Type Oty Ply JUREK T19B30702 J39381J39381A 618G Hip Girder 1 1 Job Reference (optional) Fear ..sr. rues, "."arcs," vu. B.330 s Mar 23202U MITek Industries, Inc. Mon Mar 3010:20.01 2020 Page 2 ID:kOL Nea9ioZdslllVgWgq=XPWW-S O[UvPRVfmY ufzeTbLtm6mNLdwgCFAcOvnzVmzS NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 193 Ib down and 173 lb up at 7-0-0. 193 lb down and 162 lb up at 9-0-12, 193 US down and 162 lb up at 11-0.12. 1931b down and 162 lb up at 13.0.12, 193 lb tlown and 1621b up at 15-0-12, 193 lb down and 162 lb up at 16.10-0, 193 lb down and 162 He up at 18-7-4, 193 lb down and 162 Its up at 20-7-4, 193 It, down and 162 US up at 22-7.4. and 1931b down and 162 lb up at 24-7-4, and 445 No dawn and 409 lb up at 26.8-0 on top chord, and 1441b down and 59 Its up at 7-0-0, 59 Ito down and 19 IS up at 9.0-12. 59 to dawn and 19 Its up at 11-0-12, 59 It, down and 19 to up at 13-0-12, 59 Ib down and 19 Ito up at 15-0.12, 59 lb down and 19 Ill up at 16-10-0. 59 Is dawn and 19 IS up at 18-74, 591b tlown and 19 lb up at 20-7-0, 59 Its down and 191b up at 22-7-4, and 59 Its down and 191b up at 24-7-4. and 144 lb down and 59 lb up at 26-7-4 on bottom chord. The designfselection of such Connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 4.8=70, 8-11=70, 21-24=-20 Concentrated Loads (lb) Vert: 4=-90(B) 8=-186(8) 19=55(B) 6=90(B) 16=34(B) 13=-55(B) 27-90(B) 28=90(B) 29=-90(B) 30=90(B) 33=90(13) 34=90(B) 35=90(B) 36=-90(B) 37=-34(B) 381 39=-34(B) 40=-34(B) 41=34(B) 42=34(B) 43=-34(B) 44=34(B) WARNING- ONTHIS AND INCLUDED611TEKREFERENCEPA4EhV47473rev. 10/W4%S BEFORE USE. �* Design valid for use onlywiN Miele®wrmeclors. This Sedge IS based any upon parameters Shown, and Is far an Individual bugdlrg companem, nm �• pal* W a as System.Before use. the building designer must verity tee applicability of design parameters and propertylacoryuse s design Nto the overall buildingdesigo Bracing intlkated is to prevent buckling ofmcIvIdual truss web andlarchord members only. Addtlonal temporary and permanent bradng WOW always refused for stability and to prevent wllapse why possible personal Injury and property damage. For general guidance tagalong Me bastards. O.rage, degvery, erection and among of assets am truss Systems, See ANSIA711 Dualky Cdleda, DSB49 and BCS1 Building Component 6904 Parke East Blvd. saleylnlomlallon avabbbfr. TruesPlate]nWW..218N. Lea Bb Bu4.31ZPl.dru,VAM14. Tampa, FL 36610 Job Truss Truss Type cry Ply JUREK T79830703 J39381J39381A C01 Roof SpeGel 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 44 = 2.4 II 3 4 6.330 s Mar 23 2020 MRek Ix. Man Mar 3010.20:04 2020 Page 1 11 Ido axis II 3x8 = 2x4 II 3x4 _3xB = 34 II Axis = 2500 Sta4 tPttd 1i.3A 1]iL 23JA Yl]A '1611-0 slog solz e.w AH. 1d I 1-11.0 Scala =1:57.3 Plate Offsets (X,Y)- 16:0-1-8,0-1-81, rl l:0-0-0,0-1-8l, rl3:0-7-8,0.3-121,115:0.2-12,0-2-01 LOADING (ps0 SPACING- 2-0-0 CSI. DEFL. In (kc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Ven(LL) 0.31 13-14 -999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Ven(CT) -0.5913.14 >540 180 M18SHS 244/190 BCLL 10.0 ' Rep Stress Incr YES WE 0.92 Horz(CT) 0.37 9 his n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 185 to FT-0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Except' BOT CHORD 3-17: 2x4 SP No.3, 13-15: 2x4 SP 270OF 2.2E WEBS 2x4 SP No.3'Except' WEBS 7-13: 2x4 SP No.2 REACTIONS. (size) 19=0-7-0, 9=0.8-0 Max Hoa 19=-435(LC 6) Max Uplift 19=<57(LC 8), 9=-452(LC 8) Max Grav 19=1354(LC 13), 9-1432(LC 14) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1334/519, 2-3=-1562/634, 34=1493/658, 4-5=2634/1040, 5-6=-2526/845, 6-7=-5925/1821,7-8=1586/516, 1-19=-1259/471,8-9=1334/435 BOT CHORD 18-19=-335/410, 14-15=-163/1412, 13-14=-1714/5677, 6-13=472/1879, 10-11=412/334 WEBS 2-18=687/248, 15-18=-230/1362,2-15=0/336, 5-14=-617/371, 6.14=-3561/1178, 1-18=-319/1202,4-15=-165/630,4-14=578/1592,7-10-2060/619,10-13=468/1688, 7-13=-1124/3822,8-10=39411326 Structural wood sheathing directly applied, except end verticals. Rigid telling directly applied. Except: 10-0-0 oo bracing: 15-17, 11-13 1 Row at midpl 6-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL-7.Opsf, BCDL-3.Opsf. h-1611; B=528; L=64ft; eave=7h: Cat. II; Exp C; Encl., GCpi=0.18; M WFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate gap DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) This truss has been designed for a 10.0 par bottom chard live load nonconcurrenl with any other live loads. 6)' This truss has been designed for a live load of 10.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ID uplift at jolnt(s) except at=lb) 19=457,9=452. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheelruck be applied directly to the bottom chord. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. h9chad S. Magid PE No.63661 MITek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 30,2020 ®WARNING -Vmi1y 1—on Varan¢mn and READ NOES ON MIS AND INCLUDEDMI]Ex REFERENCE PAGE MIL7473 rev. 10103R015BEFORE. USE. Design valid for use any with MfreaR connectors. This design is based ony upon parameters shown. and Is for an Individual building component, net a truss system. Before use, the bulking designer must verify the applicability of tlesign parameters and property Incorporate this design Into the overall -•Y� bulldingdesign. Bracing Indicated is to prevent bucking or individual truss web and/or chord maintain 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 labdcatlon, storegd, delNery emotion and Insing of trusses and truss systems,see ANSIMPH Quality Canada, DS849 end SCSI Building Component 6904 Parke East Blvd. Safaylnformatlon wellss to fmm Truss Plate needs. 218 N. Lee Street SON, 312, Austria, VA22314. Tempd,FL 36610 Joe Truss Truss Type Cry Ply JUREK T79830704 J39381-J39381A CO2 Roof Special 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 4x4 = 2x4 II 3 4 sea 8.330 s Mar 232020 MiTek Inc. Mon Mar 30 10:20.07 2020 Pagel 11 131� 3x5 II 3x8 = 2x4 II 3x4 = 3xB = 3xe 11 4x8 = 25e0 2 11-0 S10< t0.11-0 lL3A lr4-0 23J0 238p slog 1 so-12 e1-0 1 5-114 1i0 t-so 1 oza Scale=1.57.3 Plate Offsets (X,Y)— f7:0-2-12,0-1-81, (11:0-M,0.1-81, 113:0.7-12,0-3.41, n5:0-2-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell IJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.31 12 a999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.5913-14 >543 180 M18SHS 244/190 BCLL 10.0 ' Rep Stress Incr YES WB 0.92 Hom(CT) 0.36 9 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 185 ib FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP ND.2'Except' 3-17: 2x4 SP No.3, 13.16: 2x4 SP 270OF 2.2E, 6-11: 2x4 SP No.t WEBS 2x4 SP No.3*Except* 7-13: 2x4 SP No.2 REACTIONS. (size) 19=0-7-0, 9=0-8-0 Max Ho¢ 19=435(LC 6) Max Uplift 19=457(LC 8), 9=452(LC 8) Max Grav 19=1355(LC 13), 9-1435(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1040-0 oc bracing: 15-17, 11-13 WEBS 1Row at midpt 6-14 FORCES. (Ib)- Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=1335/519, 2-3=-1563/634, 34=1494/658, 4-5=-2637/1041, 5.6=2530/845, 6-7=-5660/1728, 7-8=d474/479, 1-19=12591471, 8-9=1334/431 BOT CHORD 18-19=335/410, 14-15=-163/1412, 13-14=.1692/5604, 6-13=-418/1715, 10-11=-126/378 WEBS 2-18=-688/248, 15-18=230/1362,2-15=0/336,5-14=619/373,6-14=.3483/1155, 1-18=-319/1202,4-15=-165/630,4-14=579/1595,7-13=1074/3679,8-10=-388/1307, 10-13=-359/1316,7-10=-1749/527 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=7.OpsF BCDL=3.Opsf, h=161t, B=52ft; L=6411; eave=71 ; 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) All plates are MT20 plates unless otherwise Indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.01 bottom chord live load nonconcument with any other live loads. 6) - This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL-10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It=lb) 19=457,9=452, 8) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord, This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.53061 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 30,2020 ® WARNING -Verity design Pararn.Iw. and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114I1-7473 rev. 1010312015 BEFORE WE. asews Design valal for use only with MBeka connectors. This design Is based ony upon parameters shown, and is foram individual building compenem, net Not a truss system. Before use, the building designer must verify the epprodollity of design parameters and property incorporate this design into the carol] building design. Brecing Indicated is to prevent buckiing of lndiddual truss web andlor chord members only Additional temporary and permanent ending MiTek' Is always required for stability and to power collapse with possible personal Injury and proper damage. For general guidance regarding the Criterion, orange, defirary, erection and bradng M tosses and Was systems, see ANS11711 Quality Ctlnda, DSB419 and BCS/ Barlding Component 6914 PeIXe East B W. Saletylnbrmetlon eva6abla Imm Tmas Plate InaNNe, 218 N. Lea SVael, suao a12, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply JUREK T19830705 J393B1J39381A CO3 Common 1 1 Job Reference (Optional) Irass' FL Forms, FL3 Mib 8.330 a Mar 232020 ar Industries, Ind. Mon Mar 301020:092020 3x4 48 = Scale=1:54.1 5x5 = 3x4 = 3x4 = 3x4 = Sid = 94}13 I 17-10.3 I 26-11-013 { 94}13 &9-5 9-0. I¢ Plate Offsets (X,Y)— 14:0.2-4,Edgel.16:0-1-12,0-2-121, r10:0-2-8,0-2-121 LOADING (pso SPACING. 2-0-0 Cal. DEFL. In (too) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 VerbLL) -0.18 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.33 9-10 >972 180 BCLL 10.0 ' Rep Suess Incr YES WB 0.90 Horz(CT) 0.05 6 me Na BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 158111 FT=0% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS iRow at micipl 2-10,4-6 REACTIONS. (size) 10=0-7-0, 6=0-8-0 Max Hom 10=435(LC 8) Max Uplift 10=459(LC 8), 6= 456(LC 8) Max Grav 10-1391(LC 13), 6=1433(LC 14) FORCES. its) - Max. Comp./Max. Ten. -All forces 250 (lb) or leas except when shown. TOP CHORD 1-2=271/189, 2-3=1383/622, 3-0=2046/860, 4.5=841/379, 1-10=295/179, 5-6=621/303 BOT CHORD 9.10=-240/1320, 7-9=-144/1187, 6.7=-477/1709 WEBS 2-9=-148/264,3-9=99/445,3-7=-406/1087,4-7--542/390,2-10=-1448/430, 4.6=1358/344 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind; ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL-7.Opsf; BCDL=3.Opsf, h=16ft; B=52ft; L-64ft; save=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MVJFRS (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 par bottom chord live load nonconwrtent with any other live loads. 5)' This truss has been designed for a live load of IO.Opsf on the bottom chord in 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 It, uplift at joint(s) except (II=lb) 10=459,6=456. 7) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.sw MITek USA, Inc. FL Cod 6634 III Parke East Blvd. Tampa FL 33610 Data: March 30,2020 ®WARNING-VLA``,desin,p.,alersand READ NOFES ON FAS AND INCLUDED 611TEN REFERENCE PAGE AVI.7473rev. 10,101,2e15 BEFORE USE. �ww Design valid for use only with MTeka connectors. TNa design Is based only upon parameters shown, and is for an individual Wilding companerlL not a truss system. Before use, the building designer must very the epplicalukry of design parameters and properly incorporate Nis design Into the overall bulldingdesign. BraIndicated is to prevent buckling of Individual buss web end/or chord members only. Additional temporary antl permanent bracing ts�-�gq1/'YY Is always required for shroll and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me IVltTek fabrication, storage, Memory erection and bracing of trusses and vase esteems, we ANSg ll Qualify Cdteda, DSB419 and Best Building Component about parts Fan BAN. Sa/efylnfenneden avideble ham Truss Plata Intehme, 218 N. Lee Sheet Suhe 312 Alexandda, VA22314. Tampa. FL 36610 Job Truss Truss Type 0ry Ply JUREK T79830706 J39387-J39381A C04 Hip 1 1 Job Reference (optional) truss. Ft. Pierce, PL 34946 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Mar 30 10:20:10 2020 Page 1 I0*01. Nea9ioZds111VgWgquXPV✓W-0iRhEVA2JGOCVxACOMJaTFIM90S1E5gXK31MkIzVmzl 62-8 12-1: 16-11-0 21-8-8 2L .0 6-248 s-n-0 4-98 4.9a s-za 4x6 = 3x4 = 44 = 13 34 11 Scale =152.9 axe I 3x4 = yg = 3x4 = gas = 34 II 8-2.8 12-1-8 21-843 28-11-0 6-241 5-11-0 9d-0 I 5241 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.31 B-10 o999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Ved(CT) -0.49 B-10 >654 180 BCLL 10.0 ' Rep Stress Ina YES WB 0.43 Hom(CT) 0.03 7 n1a me BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 192 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 midpl 2-10.4-8. 5.8. 6-7 REACTIONS. (size) 12=0-7-0, 7=0-8-0 Max Hoa 12=522(LC 7) Max Uplift 12=-452(LC 8), 7=-463(LC 8) Max Grav 12=1417(LC 13), 7=1351(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 260 (11 or less except when shown. TOP CHORD 1-2=1424/526, 2-3=1325/577, 3-4=11321573, 4-5=7621442, 5.6=896/438, 11-12=1309/468, 6-7=-1307/487 BOT CHORD 11-12=483/393, 10.11=-565/1388, 8-10=-039/1066 WEBS 2-11--336/168,4-10=.68/340,4.8=673/300, 1-11=-317/1161,6.8=-326/1123 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=7.OpsY BCDL-3.Ops/; h=16ft; B=52ft; L=64111; eave-7h; Cal. It; Exp C; Encl., GCpi=0.18; MWFRS (directional); canWever 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 par bottom chord live load nondoncurrenl with any other live loads. 6) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-D-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 Joints) except (j1=1b) This Item has been 12=452, 7=463. electronically signed and 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sealed by Magid, Michael, PE sheetrock be applied directly to the bottom chord. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE Nd.83881 MiTek USA, Ind. FL out 6634 6904 Parke East Blvd. Tampa FL 33810 Data: March 30,2020 ®wARewNG -Vuily Jedyn parameersantl READ NO rES ON THIS AND INCLUDED MITEK REFERENCE PAGE M14 7473rvv 1W030015 BEFORE USE. sesees Design wild bases onlywlN hLTeklb comactore.Thls design is based only upon parameters shown, and Is bran Individual building Component, not ��• a Imes syatem.Bafare use, the building designer must very the epplicabllity of design parameters and properly inom,mate his design Into the overall bulloingdesign. Bracing Indicated IS to prevent buckling of lndMdual Imes web snare Chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabllily and to prevent Collapse with possible personal and propeM damage. For general guidance ageing the fabrication. storage, sell erection and bracing oftmsses and Was systems, see ANSVW Quality Cdteda, DS049 and BCSl Building Component Seoul Parke End Blvd. Safelyfnrofineron available ham Truss Plate lmnlule, 219 N. Lee street, Suite 312. Alexandria, VA22314. Tel FL 36610 Job Truss TrussType Oty Ply JUREK T79830707 J39381-J39381A 001 Hip 1 1 Job Reference (optional) �1 aruss, FL Prance, FL 34946 8.330 a Mar 23 2020 MITek Industries, Inc. Mon Mar 3010:20:12 2020 Page l I 5-ab lvaI ID:kOL-Nea9io2AslllVgWgqzzXPWWE5YSfc11rt2KkEK9onL2YggCCLi7GpnNnTonVmzH 4-0 I z2-0-0d22 12L 4 Sx5 = 2x4 II 5 4x4 = 3x4 = 3k6 II 4x8 = 2x4 II 3x4 = Ste; o Sees =141.6 Ida 1 S9d 1a5O 1 1a40 17-1-5 195-0 1 2b1-0 R74 EN; F 12 2-T-0 a45 2311 Ida 1S Plate Offsets (X,Y)- 15:0.2-8,0-2-41, (8:0-5-8,0-2-31. (16:0-2-12,0.2-01 LOADING (ps1) SPACING. 2-0-0 CSI. DEFL. .in (roc) I/de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.14 13 -999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Ven(OT) -0.26 13 >960 180 BCLL 10.0 Rep Stress Ina YES We 0.43 Hoa(CT) 0.18 10 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matr!*AS Weight: 141 lb FT-0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except- 4.18: 2x4 SP No.3, 8-16: 2x4 SP 270OF 2.2E WEBS 2x4 SP No.3 'Except' 2-20: 2x6 SP No.3 REACTIONS. (size) 20=0.8-0, 10=1ulechanical Max Hoa 20-268(LC 7) Max Uplift 20=482(LC 8). 10=-349(LC 8) Max Grav 20=1230(LC 13), 10=1084(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 0c bracing: 16-18. 14-15. 12-14 JOINTS 1 Brace at Jt(s): 14 FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1437/486, 34=1701/586, 4-5=1683/660. 5-6=-1307/537, 6-7=-15181557, 7-8=-2334f765 BOT CHORD 19-20=-231/287, 15-16=241/1421, 14-15=-550/2056, 12-14=550/2058, 8-12=568/2126, 10-11=-230f751 WEBS 6-15=129/527, 2-20=1094/470, 3-19=5401221, iG19=321/1334, 3.16=11/283, 2-19=385/1170,5-16=-271/760,7-15-996/354,7-14=69/463, 11-12=.289/1033, 8-11=-1233/377,8-10=-1122/382 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-16omph (3-second gust) Vasd=124mph; TCDL=7.0psV,, BCDL=3.Opsf h=16n; B=52ft; L=648; eave=7ft; 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 pending. 4) Plates checked for a plus or minus 0 degree rotailon about its center. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 6) a This truss has been designed for a live load of IO.Ops1 on the bottom chord in 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 = 1O.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 100111 uplift at joints) except (jt=lb) 20=482.10=349. 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 sheelrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE Nc.63681 MiTak USA, Inc. FL Con 6634 6904 Path East Blvd. Tampa FL 3361 D Date: March 30,2020 ®WARNING. Ve.ily Jesiyn ya,vr,alen ant HEAD NOTES ON THIS ANDINCLUDEO N/TEH REFERENCE PAGEM14I4I3 rev. 1"212015 BEFORE USE. Designvardforusegnywith Mmevoconnectors.Thlsdeslgn is baselonyuponparamelers shumn,andisforanintlMtlual bu0pingwmponent, not - , HT 21 a tmss system. Before use, the burning designer MunAveriy the au pscanlliy oOsslgn parameters and properlyh,wRarate Nis design lMo the overall bulld'mgdeslge. BracingIndicated Istoprevent buckling ofIndiid allmssweband/or chord members only, Additional temporary and permanent him ng M!Tek' Is ai nurtured for Mablldy and to prevent collapse with possible personal Injury and property damage. For generel guidance agareing 0e fabrication, storage, delivery, maction and heading of trusses and Was systems, see ANSgTPN Dually eMerls, DSB49 and Best Building connections 6904 Paine East BIW. Sarotylnyormmlon avacable Item Truss Rare Institute, 218 N. Lee abed, Suite 312, Alexandria, VA22.314. Temps, FL 36610 Job Truss Truss Type oty Ply T79830708 J39381J39381A D02 Hip 1 1 �JUREK Job Reference (optional) Truss, FL Pierce, FL 34946 8.330 a Mar 23 2020 Mi Inc. Mon Mar 3010:20:14 2020 Page 1 Scale =1:39.0 4.6 = 4x8M18SHS = 3x4 = 3x6 II Us = 2x4 II 3.4 = 3x8 = I110.9I1S241 311-1-15 I 0 19-0 141 41 4-0 9IJ 21-1-0 22-7-0 Plate Offsets (X,Y)- 14:0-5-4,0-1-121 [5:O r50,0-2-01 [6:0.7-4 0.2-3] 113:0-6-40-2-41 LOADING (pso SPACING- 2-0-0 C51. DEFL. in (roc) vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.36 10.12 >697 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.7710-12 >322 180 M18SHS 244/190 BCLL 10.0 ' Rep Stress Ina YES WB 0.45 Holz(CT) 0.40 8 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matra -AS Weight: 124 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 5.7: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2'Except' 6-13: 2x4 SP 270OF 2.2E JOINTS WEBS 2x4 SP No.3 *Except- 2-17: 2x6 SP No.3 REACTIONS. (size) 17=0-8-0, 8cMechanical Max Ho¢ 17=223(LC 7) Most Uplift 17=478(LC 8), 8=346(LC 8) Max Grant 17=1253(LC 13), 8=1098(LC 14) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shaven. TOP CHORD 2-3=.1379/438, 3-0=-1976/617, 4-5=1928/636, 5-6=.1816/629, 7.8=-261/51 BOT CHORD 12-13=-429/1818, 10.12=398/1644, 6-10=420/1727, 8-9=-2331699, 4.13=64/354 WEBS 3-16=-651/242, 2-17=1135/439, 2-06=390/1226, 13-16=311/1252, 3.13=91/518, 4-12=S4/449, 5.12=33/478, 9-10=293/965, 6.9=1148/383, 6-8=1008/389 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 1 D-0-0 oc bracing: 12-13, 10-12, 13-15 1 Brace at Jt(s): 12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.0psF, h=16ft; B=52ft; L=64111; eave=7ft; Cat. II; Este 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 pending. 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 ps1 bottom chord live load nonconwrtent with any other live loads. 7) - This truss has been designed for a live load of 10Cps1 on the bottom chord in 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. 8) Refer to girders) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except (jt=11a) 17=478. 8=346. 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheelrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.63631 MITI USA, Inc. FL Cert 6634 6964 Parke East Blvd. Tampa FL 33610 Date: March 30,2020 ®WARNING - Vurilytleslgn Pal ..Ives antl READ NOTES ON THIS ANO INCLUDED MITEK REFERENCE PA GE NO 7473 rev. f"=Or5 BEFORE USE. Design valid for use only with MTekW connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��®® a treas system. Before use, the building designer must very the applicability of design parameters and properly In corporate this design Into the overall myY�• bulidlogdeslgn. Bracing indicated is to prevent buckling of Individual truss web and/or chord members any. Mcdonat temporary and permanent bracing MiTek' Is aAveys requbed to, stability and to prever i collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage, delivery, erection and ending aitrvssec and buss syems,see ANSITINI Ouanly Cal DSB.89 and SCSI Building Component 69a4 Parke East BIW. Sefaylnrofinedan avagable from Truss Role Initame, 2f8 N. Lao SaeeL Sude 312, Plaxandra, VA22314. Tamp. R 3661a Job Truss toss Type Oty Ply JUREK T79830709 J39381J39381A D03G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Phum, FL 34945 �1 8.00 12 3.8 i 2 - 8.330 s Mar 232020 MITek Industries, Inc. Mon Mar 30 10:20:16 2020 Pagel Scale= 1A1.6 4x8 = Sxe M18SHS -, 4x4 = ix4 I 3 29 30 4 31 32 33 5 34 35 6 1.4 II 7 3x8 C a 3x8 > 9 5 38 39 40 14 41 42 13 R 8MI8SHS = yg = 8x8 12 10 _ Ia 37 is � \ VSI 18 17 ix4 1 3x8 II 5x8 = 2x4 II 6.9T 12 3x4 = 3x4 = 5x5 1x4 II ruse 21a 1<n 1A-0 T-00 loss lap lace nee Isso In" 21.11 zzao zsoa za.a-o 1<u sou 36O a aaa 2-14 G dTioa H 1-so o 1e-o Plate Offsets (X,Y)- (3:0-6-0,0-2-01. (6:0.5-0,0-2-0L 111:0-0-4,0-3-01, (13:0-2-12,0.3-OL (15:0-6-0,0.3-41 LOADING (par) SPACING- 2-0-0 CSI. DEFL. In (loc) gde8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.33 13-14 -750 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.26 BC 0.78 Vert(CT) -0.4713-14 >525 180 M18SHS 2441190 BCLL 10.0 ' Rep Stress Incr NO WE 0.77 HoTz(CT) 0.27 11 Na n/a BCDL 10.0 Code FBC20177rP12014 Meuix-MS Weight: 1361b FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2'Except' 4-17: 2x4 SP No.3, 13-15: 2x4 SP 270OF 2.2E WEBS 2x4 SP No.3*Except' 3-15.8-13: 2x4 SP No.2, 2-19: 2x6 SP Noc3 REACTIONS. (size) 11=0-8-0, 19=0-8-0 Max Horz 19=155(LC 7) Max Uplift 11=-933(LC 8), 19=897(LC 8) Max Grav 11=2148(LC 30), 19=1960(LC 29) BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-5 oc pur ins. BOT CHORD Rigid ceiling directly applied or 5-9-7 oc bracing. Except: 10-0-0 oc bracing: 15-17 FORCES. (lb) -Max. Comp./Max.Ten.-All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-2661/1188, 3-4=-5282/2381, 4.5=5384/2461, 5-6=5384/2461, 6-7=5876/2630. 7-8=-5963/2612, 8-9=-2259/999 BOT CHORD 1-19=-76/275, 18-19=-147/391, 4-15=643/410, 14-15=2260/5460, 13-14=1617/3867, 12-13=953/2312, 11-12=476/218 WEBS 2-18=898/2106, 3-18=1137/549, 15-18=913/2355, 3.15=1542/3575, 5.14=613/370, 6-14=80211847, 6-13=770/1858, 2-19=1789/918, 7-13=195/268, 8-12=20241887, 9.12=-1016/2396, 9.11=1802/788, 8-13=1388/3261 NOTES- 1) Unbalanced roof five loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsf; h=16B; B=52ft; L=64tt; eave=7ft; 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 pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) Plates checked for a plus or minus 0 degree rotation about 8s 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 10.0psf an 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. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Ut=1b) 11=933.19=697. 9) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 193 Ib down and 173 ID up at 7-0-0, 193 lb down and 1621b up at 9.0-12, 2381b down and 172 lb up at 11-0-12, 238 lb down and 1721b up at 12-2-0, 238 lb down and 172 lb up at 13-3-4. and 238 Ill down and 172 Ill up at 15-3-4, and 238 lit doom and 1831b up at 17-4-0 on top chord, and 1441b down and 591b up at 7-0-0, 591b down and 19 Ib up at 9-0-12, 191b down at 11-0.12, 191E down at 12-2-0, 191E down at 13-3-4, and 19lb down at 15-3-4, and 3351b down and 219 Ib up at 17-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.53681 MITek USA, Inc. FL Cart 6634 6004 Parke East Blvd. Tampa FL 3361E Date: t-Q 7A8E ®WARNING -Verily tlmlgnyanme1--of READ NOTES ON THIS AND INCLUDED ANTEx REFERENCE PAGE M147473iev. 1NON2015 BEFORE USE. Design valid for use only wM MieWcOrrecO s. This design Is based only upon parameters show, and Is for an InalMduat building component, not a Muss system. Before use. me building designer must verify the applloablBy of design parameters and propeVneorporato Nis design Into the owrall buildingdoeign. Bracing indicated is to prevent buckling ofmdlWdual truss web andfor chord members only. Addtlionaltemporery and permanent bracing MiTek' Is akvaye required for stabiny and to prevent collapse war possible perserml lhury and property damage. For general guidance regarding the fabrication, storage, delivery, eredon and bracing of Masses and Mass systems, see ANS/mP11 Goody, Crlroda, DSBd9 and BCS1 Building Component all Parke East BIM. Seetyfnlormendn available from Truss Plate InsNute. 218 N. Lee Street, suite 312. Aexanada, VA U314' Tampa, FL 3881a March 30,2020 Job Trusa Truss Type Oil, Ply JUREK T19830709 J39381439381A D03G Hip Girder 1 1 Job Reference (optional) muss, PI. Pierce, FL 34946 8.330 s Mar 23 2020 Mill Industries, Inc. Man Mar 3015:20:17 2020 Page 2 ID:kOL_Nea9ioZdslllVgWggzZXPWyV-_3MLiJ5RgQgdgODzbMEFjYWkDt N9AVzfUETRVmzC LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pip Vert 1-3=70, 3�il 6-10=70, 17-23=-20, 16-17=20, 13-15=20, 11-25=20, 11-13=20 Concentrated Loads(Ib) Vert: 3=-90(F) 6=124(F) 30=90(F) 31=-124(F) 32=-124(F) 33=124(F) 34=124(F) 36=55(1`) 37=-34(F) 38=-5(F) 39=5(F) 40=-5(F) 41-5(F) 42=204(F) ®wARNINC- Verily dusiyeparamelers antl READ NOTES ON TWa AND INCLUDED MNEK REFERENCE PAGEAVL7473 fee. I0i BEFORE USE. weew Design who for use oal lh MTelosconneolors. We design is based only upon parameters shower. and is for an irgiWdual bull lg component, not 121 a truss system. Below, use, the building designer must vedlythe Imperial oral parameters and properly nonporous this design intothe overall bulengaesign. Bracing Indicated is to prevent buckling of lndndual truss web andlor chord members unity. Additional temporary and permanent bracing MiTek' Is always required far stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Pe labrlraeon, elorage,delivery, ereation and bracing ofWeses and buss systems,see ANSUFF11 Duality CMetla, DSB49 end SCSI Building Compoaem 6904 Parke East BIW. Seleylnfermallon Lowell tram Trues Plane MUUM, 218 N Lee Street, safe 312, Aleaandda, VA22314. Tampa, FL state Job cuss Truss Type City Ply JUREK T19830710 J39381J39381A E01 COMMON 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 a Mar 23 2020 MiTek Industries, Inc. Mon Mar 3010:20:18 2020 Page 1 ID:kOL_Nea9ioZds111 Vq Wggzz%P WNASFwjwf63RjoUSAn982STox4g5cKO6oni9JEn01zVmzB 4-2-0 84Z 4-2-0 4-2-0 Scale=1:31.6 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL 4x4 = LOADS IMPOSED BY SUPPORTS (BEARINGS). 9.00 12 3x4 4x4 LOADING (Pat) SPACING- 2-0-0 Cal. DEFL in (loc) Well L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.21 Vert(LL) 0.04 4-5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Ven(CT) -0.03 5 >999 180 BCLL 10.0 ' Rep Stress Ina YES WB 0.05 Horz(CT) 0.13 8 n/a his BCDL 10.0 Code FBC2017/TP12014 Mabix-AS Weight: 381Is FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 7=0.8-0, 8=0-8-0 Max Horz 7=89(LC 7) Max Uplift 7=-297(LC 8), 8=297(1-C 8) Max Grav 7=384(LC 2), 8=384(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=3811296.2-3=381/296 BOT CHORD 5-6=194/284, 4-5=194/284, 6-7=384/297, 1-6=284/209, 4-8=384/297, 3-0=2841209 Stmcluml wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCD1-=3.0psf; 11=1611; 8=52ft; L=641t; eave=711; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL-1.60 3) 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 nonooncunent with any other live loads. 5) ' This truss has been designed for a live load of 10.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rid between the bottom chord and any other members, with BCDL =10.Opsf. 6) Bearing at joint(s) 7, 8 Considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Its uplift at Johnnie) except (jt=lb) 7=297, 8=297. 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 chard. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be Verified on any electronic copies. Michael S. Magid PE No.53B81 MiTek USA Inc. FL Celt 9634 6904 Parka East Blvd. Tampa FL 33010 Data: March 30,2020 ®WARNING -Verily Ersiynparamelers and READ NOTES ON THIS ANO INCLUDED MITEN REFERENCE PAGE MIIJ473 rev. 10,0312015 BEFORE WE. Design valid for uea only wish Mnek® c4onecmrs. This design is based any upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must very the appcabluty of design parameters and properly laccui this design me she overall ��-��•YYY bulldingdeslgn. Bracing Indicated IS to prevent buckling of Individual truss web and/or chord members onN. Additional temporary and permanent bracing MiTek' Is always requlied for stare ly and to praronl collapse was porablo personal injury and property damage. For general guidance regarding the fabrication. storage, delivery. erection and churns of trusses and Ours systems. see ANSMil Quality Collards, DS949 and BCS/ Building Component 6904 Parke East BIM. Sefelylnfrmsetlon mUablefram Truss PiMelnWOe,218N.Lee SlmM.Sure312,AIexandda,VA22314. Tampa, FL 36610 Job Tnu loss Type cry Ply JUREK T79830711 J39381-J39381A E02 COMMON 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 . 8,330 a Mar 23 2020 MiTek Industries, Inc. Mon Mar 30 10:20:192020 Page 1 ID:kOL_Nea9ioZdslNVgWggzzXPWW-wRT57?7hCiwL4JMLiWKBd PofirF2fO=KYkzVmzA -1-0-0 4-2-0 9A-0 1 1-0-0 1 421 1 4-2.0 1 1-0-0 I VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). IiNA 41N = 4-2-0 8-00 clfo 3-10-0 0 Scale=1:31.6 Plate Offsets (X,Y) - 11 D-2-2.0-0-81,15:0-2-2.0-0-81 LOADING (psQ SPACING- 1-11-4 CSI. DEFL. in (too) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.04 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0,03 7 >999 180 BCLL 10.0 ' Rep Stress [not YES WB 0.05 Hom(CT) -0.16 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 46 lb FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 12=0.8-0 Max Hoa 11=117(LC 6) Max Uplift 11--383(LC 8), 12=383(LC 8) Max Grav 11 W56(LC 2), 12=456(LC 2) FORCES. (lb) - Max. CompdMax. Ten. -All forces 260 (lb) or less except when shown. TOP CHORD 2-3=-3461268.34=-3461268 BOT CHORD 7-8=-122/262, 6-7=122/262. 8-11=-456/383, 2-8=363/298, 6-12=4561383, 4-6=-363/298 BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wmd: ASCE 7-10; Vuh=160mph (3-sewnd gust) Vasd-124mph; TCDL=7.Opsf BCDL=3.Ops1; hzi B=52h; L=64ft; eave=711; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcurent with any other live loads. 5) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in 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) Bearing aljoint(s) 11, 12 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift atjoint(e) except Qt=1b) 11=383,12=383. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetreck be applied directly to the bottom chord., This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be Verified on any electronic copies. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Carl 6634 6004 Parke East Blvd. Tampa FL 33610 Data: March 30,2020 ®WARNING- II—fyd-il Panmolers antl READNOTES ON THIS AND INCLUDED All REFERENCE PAGEM47473rev. fa10MOIS BEFORE USE. Deelpn valid for use only win Meek® connectors . Tals design Is based only upon parameters shown, and Is for an Individualm Wilding Copenam, net a lmss system. Before use, Me building designer must Will Na applicability of design prars ameteend property incorporate this design into the overall• bulleingelesign. Bmdng indicated is to prevent buckling of lnelAdual truss web andler chord members only.Anil temporary and permanent bracing MjTek* Is ii rquireal far stability and to normal collapse wiM possible personal hill and property damage. For general guidance misleading me famoadon. cAral tleavery.erecdon and bracing of Wines and Was systems, see ANSM11 Duality Cdfeds, DS849 end Best Building Component Said parties East BIM. W.WiBMrmmlon available from Truss Plata Insrnete, 218 N. Lee Spain. Suite 312, Alevendrla, VA 22314. Tampa, FL 36610 T19830712 GIRDER 1-8-0 5-0-0 i -0 8-0-0 9-0-0 11-0-0 180 3-01.0-0 3.4-0 1-&0 5x5 = 5x5 = 54 = 3x8 = 1-0-0 g8-0 5-00 5E0 6-0-0 9-0-0 880 11-0-0 1-0-0 o-4.91 area-. I W I n.a.n 1 A-d!1 .� Scale = 1:18.7 Plate Offsets (X,Y)— 13:0.2-8,0-241, [4:0-2-8,0.2-41 LOADING (psp SPACING. 2-0-0 CSI. DEFL. In (loc) gde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(-L) 0.01 8-9 a999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 7-8 >999 180 BCLL 10.0 ' Rep Stress Ina NO We 0.13 Horb(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 56 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-9,5-7: 2x6 SP No.3 REACTIONS. (size) 9=08-0, 7=0-8-0 Max Holz 9=111(LC6) Max Uplift 9=550(LC 8), 7=475(LC 8) Max Grav 9=511(LC 2), 7=513(LC 2) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 34=248/465 BOTCHORD 8-9=-381/287,7-8=375/276 WEBS 2-9=-285/185, 5.7-285/172, 3.9=-374/408, 4.7=.394/424 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL-7.Opst; BCDL=3opsf; h-160; 8=52ft; L=64ft; eave=7ft; Cal. 11; Exp C; Ert GCpi=0.16; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 par bottom chord live load nonconwTent with any other live (Dads. 6) • This truss has been designed for a live load of 1 O.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-M 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 1CD to uplift at joint(s) except (jt=lb) 9=550, 7=475. 8) Hangera) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 127 Ib down and 114 lb up at 5-0-0, and 2701b down and 2451b up at 6-0-0 on top chord, and 21111 down and 98 Is up at 5.00, and 21 Ib down and 981b up at 5.11-4 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOADCASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3-70, 3-4=70, 4-6=70, 10-13=-20 Concentrated Loads (lb) Vert: 3=18(F) 4=30(F) 16=37(F) 17=37(F) This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE Ne.53681 MiTek USA, [me. FL Cert6634 6904 Paden East Blvd. Tampa FL S3610 Date: March 30,2020 ®WARNING V-11designP.1... Inantl READ NOTES 014 THIS AND INCLUDED fflit REFERENCE PAGE not 74F3 rev. f0.'OL2015 BEFORE USE. Design valid for use only, wall MTek®contact... This design Is based only upon parameters shown, and is for an indivkual buadmg compgneM not a Mi syslem. Before use, the bulking designer must veriWhe applicability of design parameters and properly Incorporate this design Into the overall buildingdesign. Bracing Indicated is to prevent buckling of lndiNdual WILL web molar chord membe.ony. Addal.nel temporary and permanent bredng MiTek' Is always required for Salary and to prevent collapse with possible personal injury and property damage. Forgenerel guldance regain ing the fabdosdon.Nowge, defivery,eredion and trading ofbusses and buss systems, see ANSWPJIQualfly CdMda,DSBd9and BCSIBuilding Component GM Parka East BNd. Sefelyinformehe availablee.m TressPlate InMWe,215N.Leea et,Suae312,Alewndm,VA22314. Tampa,FL 36610 Job asa Truss Type oty Ply JUREK �MUI T79830713 J39381-J39381A G Jack-Open Girder 1 1 Jab Reference (optional) East Coast Truss, FL Pierce, FL 34946 2x4 II 8.330 s Mar 232020 MiTak Industries, Inc. Mon Mar 30 10:20:23 2020 1-80812 142 211-0 2 MIA SWIG =I: .1 Plate Offsets(X,Y)f4:0-2-8,0-2-121,15:0-3-0.0-4-81, f6:0-2.8,0-1-01 LOADING (pat) SPACING- 2-0-0 Cat. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.17 Vert(LL) -0.01 5-6 >999 240 MT20 2441190 ' TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.03 5-6 >999 180 BCLL 10.0 Rep Stress Ina NO WB 0.50 Hcrz(CT) 0.00 4 Na n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Weight: 39 lb FT-0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-04 oc puriins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-8-0, 4=Mechanical Max Horz 6=177(LC 8) Max Uplift 6=-402(LC 8), 4=-490(LC 8) Max Grav 6=1272(LC 2), 4=1210(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=958/309, 1-2=1333/419 BOTCHORD 4-5=483/1171 WEBS 1-5=-339/1209,2-5=-441/1312,2-4=1469/606 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=7.OpsY BCDL=3.Opsf; h=16ft; B=52ft; L=64ft; eave=7ft; 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 par bottom chord live load nonconcunent with any other live loads. 5) • This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fd between the bottom chord and any other members, with BCDL =10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except (jt=1b) This item has been 6=402, 4=490. electronically signed and 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated [cools) 983 lb down and 366 lb up at sealed by Magid, Michael, PE 1-8-12, and 968 lb down and 36916 up at 3-8-12 on bottom chord. The desigNselection of such connection device(s) is the using a Digital Signature. responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Printed Copies Of this document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signature must be Verified Uniform Loads(pll) Vert: 1-3-70.4-6-20 on any electronic copies. Concentrated Loads (Ib) Michael S. Magid PE No.53681 Vert: 7=-931(B) 8-922(B) MITek USA, Inc. FL Ced 6034 6884 Parka East Blvd. Tampa FL 33810 Date: March 30,2020 ®WARNING.Venfy tlesign parametersa„d READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE hill-7473rev. I0M3R015 BEFORE USE. Design valid foruse be,. hMTek®connectors. This design Is based any upon parameters shown, and is for an IncMdual building component, not ��• a truss system. Before use, the Wrong designer must very the applicability afdesign parameters and properly Incorporate this design Into the overall �-�•YY bulldingdesign. Bracing indicated is to prevent buckling of Individual truss web andlor chord members only. Addeonaltempoary and permanent bmcing MiTek- IsallaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalNjuryandpropeMdamage. For general guidance regarding the fabrication, Morelia, delivery; erection and bracing mousses and truss systems. see ANSWRI Duafly Cdteda, DS"9aad SCSI Building Component 6904 Parke East VA. Safoylnformffilon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA22314. Tempe, FL 36610 Jab Truss Truss Type Dty Ply JUREK T19830714 J39381J39381A MV2 Valley 2 1 Job Reference (optional) easr Doasl Huss, VL Merge, VL;wenu N ad i B.33U S Mar 23 ZUZU MITek Industries, Inc. Mon Mar 30 10:20:31 2020 Page 1 ID:kOL Nea9loZdsdiVQWggzzXPWW-elCde6GDNIReVJBHfPHBVvpg75Nsr3mkc9q=1 zVmz_ 2 3 Scale =1:7.6 LOADING (pso SPACING- 1-17-4 CST. DEFL. in (loc) gdeg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Ven(LL) rile - ma 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 0.03 Vert(CT) Na - Na 999 BCLL 10.0 Rep Stress Ina YES WB 0.00 Hoa(CT) -0.00 2 n/a Na BCDL 10.0 Code FBC2017fTP12014 Mat nz-P Weight: 5lb 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-D-0 oc bracing. REACTIONS. (size) 1=1-10-12, 2=1-10-12, 3=1-10.12 Max Hon: 1=35(LC 8) Max Uplift 1=13(LC 8), 2=-34(LC 8) Max Grev 1=69(LC 13), 2=53(LC 13), 3=25(LC 3) FORCES. (Ib) - Max. Comp./Maz. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsf; h=16ft; B=52ft; L=64ft; eave=7ft; Cat. II; Este 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 noncourim enl with any other live loads. 5) • This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL-10.0psf. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should ve* capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 2. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.53681 Mnek USA, Inc. FL Cad 8834 6104 Parke East Blvd, Tampa FL 33510 Date: March 30,2020 ®WARNING- Verify design pa,amaters and READ NOTES ON THIS AND INCLUDED aflTEx REFERENCE PAGE MII-01ID,ev. 1WOV2015 BEFORE USE. Design valid for use only with MTek®conneolat. The de5lgn Is based only Von parameters shown, and Is for an Indiydud building LamponenL net ��• a truss system. Boron use, Me buiding designer must verify the applicability of design parameters and propedysmarperate Mi. design Ntotheovmall -•Y bulldingdesgn,Bradng Indicated la to prevent buckling of lndMdual truss web angler chord membem only. Addilonal temporary and permanent bradng M!Tek' Is aWays required for stability and to prevent collapse with possible personal lNury and property damage. For general guldence regarding the fatedwroon,storage, deevery,eredion and bradng of trusses and buss systems, see ANSIITPIf Queliy Comda, DS849 antl SCSI Building Component 6904 Parke East BNd. Sefeiylnferveaflon avagable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Ory Ply JUREK T19630715 J39381439381A MV4 Valley 1 1 Job Reference (optional) cast s.east .ruse, rt. rie¢e, rl 4AdAO b d 2x4 i o.mu s mar as 3UZO mltex Industries, Inc. man Mar Su lu:ZU:332uzu rage ID:kOL Nea9ioZdslllVglVggzzXPWW.WBK03olTviOlUTR1Xh0 u5CMPfUv7bEvc8M4ly Vmyy 2x4 II 2 3 LOADING Ups!) SPACING- 24)-0 Cat. DEFL. in (too) III Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) Na - n1a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Ven(CT) Na - n1a 999 BCLL 10.0 ' Rep Stress Ina YES We 0.00 Hoa(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC20177TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (size) 1=3.10-12, 3=3.10-12 Max Holz 1=109(LC 5) Max Uplift 1'=50(LC 8), 3=.58(LC 5) Max Grav 1=169(LC 13), 3a 19I (LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale=1:12.6 PLATES GRIP MT20 244/190 Weight: 13 lb FT=0% Structural wood sheathing directly applied or 3-11-4 oc purling, except end verticals. Rigid ceiling directly applied or 10." Co bracing. NOTES. 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=7.Ops/; BCDL=3.opsf,, h=16ft; B=52ft; L=64ft; eave=7ft; Cat. II; Exp C; Encl., GCpl=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 par bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed fora live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chard and any other members, with BCDL = 10.0psf. 6) Provide mechanical Connection (by others) of truss to bearing plate capable ofwtthstanding 1001b uplift at Jaint(s) 1, 3. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.63981 MiTek USA, Inc. P. Can 6634 8904 Parke East Blvd. Tampa FL 33910 Dale: March 30,2020 ®WARNING. Verily de ignpaarnerers and READ NO rES ON THIS AND INCLUDED NITER REFERENCE PAGE 01g413 ran 1WO312015 BEFORE USE. waaw Design vend for use anymIlt MITek® cannad ors. This design la based only Upon Parameters shown, and Is for an Individual building camponeal net 121, a tmss system. Before use, the building designer must Verly the applicability of design parameters and property incorporate this design into the ovmall building design. Bredng Indicated is to prevent buckling of Individual trues web anchor chord members only. Additional temporary and permanent bracing MiTek' Is always required for money and to prevent collapse with possible personal Injury and property damage. Forgenernguidancoregarding Ne fabrication,named, delivery, emotion and bredng ofVnumit and Wes systems. sea ANSWPII Duality Cdleda, DS849 and Best Building Component 6904 Parke East Blvd. Sefeyfnformedon available from Thus Plate Insmule, 218 N. Lee Street, suite 312. Automatic, VA22314. Tampa, FL 36610 Truss Truss Type Oty Piy JUREKT19830716 [Job 39381J39381A MW Valley 1 1 Job Reference (optional) Truss, FL, Pierce, FL 34945 8.330 s Mar 232020 MiTek Industries,Inc. Mon Mar 3010:20:342020 Page ID:kOL_NeagioZdslil VQWggz2XPWW-_KtmH7J6fepCNdOE4PkDRJINJ3INs2T3ro6dZMzVmyx 5.114 5-11-0 Scale = 1:17.6 3 2x4 i 2x4 II LOADING (psf) SPACING- 2-0-0 CST. DEFL. in floc) Vdefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(ILL) n/a - Na 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) file - n/a 999 BCLL 10.0 ' Rep Stress Ina YES WB 0.00 Ho2(CT) -0.00 3 Na Dial BCDL 10.0 Code FBC2017rrPI2014 Matrix-P Weight: 21 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 Ni BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=5-10-12,3=5-10-12 Max Hors 1=177(LC 5) Max Uplift 1=-82(LC 8), 3=-95(LC 5) Max Grav 1=276(LC 13), 3=312(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf, BCDL=3.0psf h=16ft; B=52ft; L=84ft; eave=7ft; Cal. 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 par bottom chord live load nonwncurrenl with any other live loads. 5) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will 8t between the bottom chord and any other members, with BCDL = I0.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE Nomidli MiTek USA, Inc. FL Cart 6634 0904 Parka East Blvd. Tampa FL 33610 Date: March 30,2020 ®WARNING - Verify design parameters antl READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MV-7473 env. 1WO312015 BEFORE USE. Design valid for use only with MITekW connectors. This design Is based any upon paramours shown, and is for an Individual building Component, not ��- a truss system. Before use, the building designer must verify the applicability of tlesign parameters and properly inwrporate INS design Into the overall building design, Bracing Indicated is to prevent budding of Individual tress webandior chord membere only. Miltional temporary and permanent bracing MiTek' Is always required for Stability and to prevent collapse with possible personal lNury, and properly damage. For general evidence mgarding 0e fabrication, storage, delivery, eremon and bracing oftmsses and buss systems, see ANSfrP/1 Quality Cdhda, DSB49 antl BCSI Building Component 6904 Parke East Blvd. SafeylnM mWon available from Tmss Plate Institute, 218 N. Lee Steel, Suite 312, A sserted , VA 2M14. Tampa, FL 36610 Job Truss Truss Type Div Ply T79830717 J39381-J39381A MV8 Valley �JUREK 1 1 Job Reference (optional) Truss, Ft. Pierce, FL 34946 8.330 s Mar 232020 MiTek Industries, Inc. Mon Mar 30 10:20:36 2020 Pagel ID:kOL_Nea9ioZds111VgWgq=%PVVW- j7WnpKMBF3wcxAcCgmhWkgsntVEKwrLl6bkdFzVmyv 4 2.4 G 1.4 II 2x4 II Scale = 123.3 LOADING (Died) TCLL 20.0 TCDL 15.0 BCLL 10.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20177rP12014 CSI. TC 039 BC 0.22 WB 0.07 Matrix-P DEFL. in floc) Well Lid VertILL) n/a - nia 999 VertfOT) n/a - n/a 999 HOa(CT) .0.00 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 31 Ib FT-0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 ec purling, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 10.0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-10-12, 4=7-10-12, 5=7-10-12 Max Horz 1=246(LC 5) Max Uplift 1=9(LC 9), 4=-70(LC 5), 5=215(LC 8) Max Grav 1=150(LC 14). 4=184(LC 13), 5=532(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=375/242 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (S-secantl gust) Vasd=124mph; TCDL=7.Opsf; BCDL-3.Opsf; h=16ft; B=52ft; L=64ft; eave=7ft; 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 nonconcument with any other live loads. 5)' This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) 1, 4 except gt=lb) 5=215. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.53661 h11Tek USA, Inc. Ft. Can 6634 6904 Parka East Blvd. Tampa FL 33610 Date: March 30,2020 WARNING -Vunly design p-s—I— antl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ul.7479 rev. I&SV2015 BEFORE USE. wissess Design valid for use only with Mnek®connectom. This design is based any upon paremeters shown, 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 IncoRorete Nis design Into the overall buildingdeslgn. Bradngindicated istoprevent bucNinb0individual lmesweb an Chem members Addtlidnaltempam"ndpermanentbracing WOW always required for stability and to prevent collapse with possible personal Injury and pri damage. For general guidance regarding Me fabrication, Nei di emotion and bmang of trusses and Voss systems, see ANS1i Dualtly, CYgede, DS"9 and SCSI Building Component 6904 Parke East si Saretyln/4rmallen ..liable from Time Plate Institute, 219 N; Lee Street, Suge 312, Nexandria, VA 22314. Tampa, FL 31 Job toss Truss Type Oty Ply JUREK 77983077E J39381J39381A MV10 GABLE 1 1 Job Reference (optional) ]was, FL Pierce, FL 34945 8,330 a Mar 232020 Mnek Industries,Inc. Mon Mar 3010:20:262020 Paget ID:kOL_Nea9loZdsIHVQWggz2J(PWW.DnOkbOC4YBpLOOPhcIbL6dP47r2A P917ZACIgzVmz3 9-114 9-ii-4 Scale=1:28.7 2x4 i 6 4 7ze 11 2x4 It LOADING (psQ SPACING- 2-0-0 CS]. DEFL. in (toe) BdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert() n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) n/a - The 999 BCLL 10.0 ' Rep Stress Ina YES WS 0.09 Hoa(CT) -0.00 4 hills n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 40 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. (size) 1=9-114,4=9-114,5=9-114 Max Harz 1=314(LC 5) Max Uplift 1=-29(LC 8), 4=-70(LC 5), 5=278(LC 8) Max Grad 1=241(LC 14), 4=156(LC 13), 5=685(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=473/287 Structural wood sheathing directly applied or.6-0-0 cc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsf, h=16ft; B=52ft; L=64ft; eave=7ft; 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 nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical Connection (by others) of buss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 4 except Ut=lb) 5=278. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.53881 MiTek USA, Inc. FL Cad 6634 6904 Parka East Blvd. Tampa FL 13610 Data: March 30,2020 ®WARNING- Verily 0ealyn4aramears and READ NOTES ON THIS AND INCLNOEOMITEH REFERENCE PAGE M0.I473rev. W0312016REFORE USE. 0eslgn valid for use only with MTek®eonnectors. This design Is based only upon parameters shown, and Is for an indiNdual building component, net a trees system. Before use. Me busing daegner must very the applicability of design parameters and aMpedy ntOru rat0 this design into the overall bulldingdeslgn. Bracing Indicated is to prevent buolJingoflndMdualtruss web and/or chord members only Additional tempomr,and permanent bracing WOW Is always required for stability and to prevam collapse with possible personal injury and property damage, For general guidance regarding 0e fabrication, storage, delivery, erection and bracing of trusses and these systems, no ANSMI10uality Crlteda, 0SR49 and SCSI Building Component EGOS Parke East Blvd. Seretylnforlettlon ayallabte from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply J39381-J39381A MV12 GABLE 1 1ob [UREKT79830719 Reference (optional) East Coast Truss, Ft. Pierce, FL 34948 8.330 s Mar 23 2020 MITek Industries, Inc. Mon Mar 3010:20:27 2020 Page 1 ID:kOL Nea9ioZds111VgWggzzXPWW-hy7pkDjJUxC1Y uAR6afgyl3FOMjsEIEDvmgGzVmz2 10-10-8 11-114 10-10-8 1- 12 3.4 G a 1.4 II 3x4 = 2x4 II 5 62.4 II Santa : W=1' Plate Offsets (X,Y)— 14:01 LOADING (pal) SPACING- 2-0-0 CSI. DEFL. in (roc) Vde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.45 Vert(LL) n1a - rule 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vart(CT) nfa - ruffs 999 BCLL 10.0 ' Rep Stress Ina YES WB 0.10 Holz(CT) .0.00 6 n/a Na BCDL 10.0 Code FBC2017rrP12014 Matriz-S Weight: 51 In FT so 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 11-11-4. (11b) - Max Hoe 1=352(LC 7) Max Uplift All uplift 100111 or less at joint(s) 1, 6 except 7=183(LC 818) Max Gmv All reactions 250 Do or less atjoint(s) 1, 6 except 7=535(LC 13), 8-069(LC 13) FORCES. (Ib) - Max. CompJMax. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-2=-282/177 WEBS 3-7=-357/193, 2-B=327/221 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) Unbalanced roof live loads have been considered for this design. 2) Wmd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7,OpsY BCDL=3.Opsf; h=16ft; B=52ft; L=64ft; eave=7ft; 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) Gable requires continuous bottom chord beating. 6) This truss has been designed for a 10.0 par bottom chord live load nonconcunent with any other live loads. 7) - This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 8) Provide mechaniwl Connection (by others) of truss to bearing plate Capable of withstanding 10011a uplift at joint(s) 1, 6 except (jt=lb) 7-183, 8=198. This item has been electronically signed and sealed by Magid, Michael, PE using,a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE 10.63681 until, USA, Inc. FL Cart 6634 6004 Parka East Blvd. Tampa FL 33610 Data: March 30,2020 ®WARNING -Verily design 1.1—nnlenswId READ NOTES ON THIS AND INCLUDED MI rER REFERENCE PAGEMIIgQ3 In,,. 10/0312016 BEFORE USE. Design valid for use onywith MtTei® connectors. This design is based only upon parameters shown, and Is loran Individual building component, and a tans system. Before use, Ne building designer must very the applicability of design parameters and properly Incorporate this design Intothe overall building design. Bracing indicated is to prevent buckling of lndMdual Russ web and/or chord members only. Additional temporary and permanent bracing MiTek- Isalways leaned for stabll4yand toprevent wilapsa with possible personal Injury and property damage, For general guidance regarding the fabrication. storage, delivery erection and bradng of waves and truss systems, see ANSVTPr1Quality Cdteda, OSB49 odd SCSI guiding Component 69" Parke East BIM. Sererylnformerlon avallable from Trues Plate lnid,un.216N. Lea Street, Suite 312,Nman1ria,VA=I4. Tampa, FL 36610 Job Tnrss Truss Type Oty Ply JUREK T19830720 J393B1J393B1A MV14 GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 3.4 i 8 lea II 8.330 s Mar 23 2020 MRek Industries, Inc. Mon Mar 30 10:20:29 2020 Page 1 ID:kOL_Nea9io2ds111 VgWgquXPWW-dM4tDOFzr6BwHs7Gls82kF1bY23rBm HKhWOsv9zVmz0 3x4 = 2.4 I Scala: Wool' 4 5 6 2x4 11 Plate Offsets (X,Y)— [4:0-2-0,0-2-8] LOADING (psp SPACING- 2-0-0 Cat. DEFL. in (too) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) n/a - Na 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) n/a - n/a 999 BCLL 10.0 Rep Stress Ina YES WB 0.13 Horz CT) -0.00 6 nda n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight: 60 do 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. All bearings 13-11-4. (Ib) - Max HDIZ 1=352(LC 5) Max Uplift All uplift 100111 or leas atjoinl(s) 1, 6 excepl7=-151(LC 6), 8=-275(LC 8) Mall All reactions 250 lb or less aljeinl(s) 6 except 1=256(LC 14), 7=456(LC 13), 8=652(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-268/182 WEBS 3-7=-298/190, 2-8=450/297 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.0ps1; BCDL=3.OpsY hot sit; B=52ft; L=64ft; eave=7ft; Cat. II; Exp C; Encl., GCpl=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 porting. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chard bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 7) - This truss has been designed for a live load of 10.0ps1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will f0 between the bottom chord and any other members, with BCDL = IO.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 IS uplift at joints) 1, 6 except (jt=1b) 7=151, B=275. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.63661 MiTek USA, Inc. FL Cod 6634 6904 Parka East Blvd. Tampa FL 33610 Date: March 30,2020 ®WARNING -Verily dmiyn yararnerers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIIddH rev. 10/03/2015 BEFORE USE. waree Design valid ror use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not Nair a from system. Beforeuse, the building designer must veriythe applimblliy of design parameters and property incorporate this design into the overall buiingdesign. Bracing indicated is to prevent buckling of individual truss web andlor chord members ony. Additional temporary and permanent bracing MiTek' Is allays required bar stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding due fabrication, storage, delivery,erectionand bracing oftrusses and truss systems, me ANSIAll Quality CMedo, DSB419 and BCSI Building Component 6904 Parka East BNN. Sereylnrormeflon available from Truss Piste Instant, 218 N. Lee Street, Suite 312, Alexandria, VAM14. Tampa, FL 36610 Job Truss Truss Type Cry Ply JUREK T19830721 J39381J39381A V4 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 6.330 s Mar 23 2020 MiTek Industries, Inc. Mon Mar 3010:20:36 2020 Page 1 IDAOL_NeegioZdslll Vq Wgq=XP W W-wj?WhpKMBF3wcrAcCgmhWkgyl IWHKUL16bkdFzVmyv 2-0-0 4-0-0 2-0-0 2-0D 3x4 = 2 2.4 i 2x4 Basis =1:7.7 LOADING (pso SPACING- 1-11-4 CSI. DEFL. in (too) Wall L/d PLATES GRIP 7CLL 20.0 Plate Gdp DOL 1.25 TC 0.05 Velt(LL) Na - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert Na - n/a 999 BCLL 10.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 Na Na BCDL 10.0 Code FSC2017ITP12014 Matrix-P Weight: 1016 FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0D cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1D-0-0 cc bracing. REACTIONS. (size) 1=3-11-0, 3=3-11-0 Max Harz 1=-29(LC 6) Max Uplift 1=-46(LC 8), 3=46(LC 8) Max Grew 1=137(LC 13). 3=137(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. -All farces 250 fb) or less except when shown NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf BCDL=3.Opsf; h=16ft; B=5211; L=6411; eave=7ft; Cal. 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 bit bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-D-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 Ib uplift at joint(s) 1, 3. i This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE Na.63661 MiTek USA, Inc. FL Can 6634 6904 Pads, East Blvd. Tampa FL 33B70 Date: March 30,2020 ® WARNING -VeiilV design pararnelers and READ NO FES ON THIS AND INCLUDED MITER REFERENCE PAGE Mll-7473 rev. I&OV2015 BEFORE USE. Design valld for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual belong camponent, not ��' a truss system. Before use, the building designer must verify the applicability of tleslgn parameters and properly incorporate Nis design into the overall baligh,IUsgn.. Bracing Indicated let. prevent buckling of individual truss web andlor chord members only. Addiionaltemporary and permanent among pp MlTek- isalways required far stability and to prevent collapse wth possible personal injury and property damage. For general guidance daring the fabdwtion,storage, delivery,eredlon and loading of trusses and buss systems, see ANSM11 Geeing, BONN., DSBA94ad BCS1 Ballowig Component 6904 Parke East Blvd. SefrryfnlormaBoo available from TrussPlate Institute, 21a N. Lee Street, Sude 31$ Alexandria, VA 22314. Tampa, FL 36510 Job Truss Truss Type 0ty Ply JUREK T19830722 J39361-J39381A 8 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Mar 232020 MITek Industries, Inc. Mon Mar 3010:20:38 2020 Page 1 ID:kOL_Nea9ioZds111 VgVVgqzzXPWVV-s57H6VMcjsKesEJ?JFp9bgvDcgCCGrsem04ri7zvmyt 3.114 7-10-8 3A 14 3.114 4.4 = 2x4 i LOADING (par) SPACING- 2-0-0 CS'. DEFL. in (too) Udell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a - nta 999 TCDL 15.0 Lumber DOL 1.25 Be 0.19 VerhCT) n/a - rda 999 BCLL 10.0 Rep Stress Incr YES WB 0.04 Hoa(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Mat LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-9-8, 3=7-9-8, 4=7-9-8 Max Hoa 1=73(LC 6) Max Uplift 1=-74(LC 8), 3=-74(LC 8), 4=79(LC 8) Max Grey 1=172(LC 13), 3=182(LC 14), 4=341(LC 13) FORCES. (lb) -Max. CompidMaz. Ten. -All forces 250 (lb) or less except when shown. 2x4 Scale = 1:15.0 PLATES GRIP MT20 2441190 Weight: 25lb FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 Go purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsh h=16R; B=52ft; L=64tt; eave=7ft; Cat. II; Exp C; Encl., GCpl=0.18; M WFRS (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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) • This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 3, 4. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE Nd.63681 MITek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33010 Date: March 30,2020 ®WARNING -Verily cRB1r 4an....1— and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIF7073rev. 1010312015 BEFORE USE. soone Deslgn valid for use ony with Mnek®omma t0a. This design Is based ony upon pammeters shown, and is for an Indl4Euel building component, not abass systems Before Use, the building designer must verify be applicability of design parameters and Property incorporate his design into the overall �.N buildingdesign. Bracing Indicated is to prevent buckling oflndivldual truss web andfor"am members only. Michael temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regaMing the fabrication, storage, convert, erection and bracing of trusses and truss systems, see ANSVTPIf Quality Cmeda, DSB49ead BCS1 Building Component 6904 Parke East BNd. Saftylnformmlon available from Truss Plate Institute, 218 N. Lee Seem. Suite 312, Adam nt, VA=314, Tampa, FL 36610 Job russ Truss Type oty Ply JUREK T79B30723 J39381J39381A ZCJ1 Jack -Open 18 7 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Mar 23 2020 MTek Industries, Inc. Mon Mar 3010:20:39 2020 Page 1 ID:kOL_Nea9ioZdstilVQWggzzXPWW-LlhfKrMEUASVrOuBtyKO8MSTN4aoXljo 4pOEuVmys 0.114 0.114 Scale -1:0.9 2x4 = LOADING (psf) SPACING- 2-0-0 Cat. DEFL. in (loc) gdell L/tl PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Ven(LL) .0.00 6 TIT 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6 n/r 120 BCLL 10.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 era era BCDL 10.0 Code FBC2017rTP12014 Matrisi Weight: 3lb FT=0 LUMBER. TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 2=11dilechanical, 3=11ilechanical Max Harz 2=82(LC 16), 3=82(LC 16) Max Uplift 2=46(LC 8), 3=22(LC 8) Max Grew 2=64(LC 16), 3=25(LC 16) FORCES. fib) - Max. Comp.rMax. Tan. - All forces 250 (lb) or less except when shown. BRACING. TOP CHORD Structural wood sheathing directly applied or 0-11-4 cc purling. BOT CHORD Rigid ceiling directly applied or 6-0-0Go bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsf; h=16ft; B=52ft; L=64ft; eavei Cat. It; Effie C; Encl., GCpl=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 par bottom chord live load nonconc frent with any other live loads. 4) ' This truss has been designed for a live load of 10.Opsf on the bottom chord In 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 is IO.Dpsf. 5) Refer to gimer(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ID uplift at joints) 2, 3. 7) WA This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.63661 iii USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: March 30,2020 ®WARNING - Viud,JusiOnp 1..Ns and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-I4I]rev. IDGM015 BEFORE USE. sesses �*l• Design valid for use only with MiTeM connectors. This design Is based any upon parameters shown, and Is for an Individual building component, not �� a miss system. Before use, the building designer must verify the applicability of design parameters and properproperlymonexate Nis design�� Into the overall buildiagdisign. arming seated i. to prevent booking Of Individual Miss web and/or chum members ony. AdOtllonaltemporary and permanentannng MiTek' Is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erealon and bracing of trusses and truss systems, see ANSWRI duality Chmi DS949 and BCSI Building Component 69e4 Parke Fast Blvd. Saf hyrafonnadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Nexandna, VA 22314. Tampa, FL MID Job Truss Truss Type Oty Ply JUREK T19830724 J39381J39381A [was JACK-OPEN 16 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Mar 23 2020 MITek Industries, Inc. Mon Mar 30 10:20:412020 Page 1 ID: kOL Nea9ioZds111VgWgquXPVWV-HgoPIXOVOni0ji2a7NMsDnxm BUDE7Cr5SOlVJSZVmyq 2-11-4 2.114 scale: 1'=1' LOADING lost) SPACING- 2-0-0 Cat. DEFL. in ([cc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(L-) 0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.23 Vert(CT) 0.00 4-5 >999 180 BCLL 10.0 ' Rep Stress Incr YES WB 0.02 Horz(CT) -0.01 3 Tire nra BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 111b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-4 cc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=11Illechanical, 5=0-8-0 Max Horz 5=78(LC 8) Max Uplift 3=-25(LC 14), 4=-52(LC 16), 5=-202(LC 8) Max Grate 3=22(LC 6). 4=2(LC 8). 5=325(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=7.0psf; BCDL=3.Opsf; h=16ft; B=52ft; L=64ft; eave=7ft; Cat. II; Eke C; Encl., GCpi=D.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in 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. 5) Refer to girders) for truss to truss Connections. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Ut=lb) 5=202. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE Nc,63931 A4Tek USA, Inc. FL Cad 6834 6984 Parke East Blvd. Tampa FL 33619 Devi: March 30,2020 ® WARNING-Venlytlasienparsnulun and READ NOTES ON THIS AND INCLUDED ASTEx REFERENCE PAGE MIL7473 rev, 1OV312015 BEFORE USE. for use my wbh MRek®connectom. This design Is based only upon parametersahown, and Is for an individual building component,not Mat a teas system. Before use, the building designer must verity the applicability of design parameters and properly Incorporated this design into the overall bulidingdealgn. Bredng indicated is to prevent buckling of Individual truss web and/or chord members only. Metonat temporary and permanent booing MITek Is aiways required for stabllky and to prevent collapse Web possible personal injury and property damage.. For general guidance regarding the fabrication, usage, delivery , eregion and bracing oftmsses and truss systems, see ANSVTPH Qualify Ontario, DS849 and Best Building Component 6904 Parka East Blvd. SalarylnlufmWon available here Tess Plebe Institute, 216 N. Lee Street, SUhe 312, Aeundrla, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T19B30725 J39381-J39381A ZCJ3A Jack -Open �JUREK t 1 _ Job Reference (optional) Truss, Ft. Pierce, FL 34946 8.330 s Mar 232020 MiTek Industries, Inc, Mon Mar 30 10:20:43 2020 Pagel ID:kOL NeaBioZdslll VQWggzzXPWW-D3wA9C PIYPyxy?Gy6oOKICd5dhuhT6JNvincNLZVmyo 3.0.5 2-8 3-0-5 -2-3 Scale=1.12.1 LOADING (part SPACING- 2-0-0 CSI. DEFL. in (roc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ven(LL) 0.00 5 ,999 240 MT20 2441190 TOOL 15.0 Lumber DOL 1.25 BC 0.23 Ven(CT) 0.00 4-5 >999 180 BCLL 10.0 ' Rep Stress Incr YES WE 0.03 Hom(CT) -0.01 3 nits n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 12 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purling. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=11fechanical, 5=0-8-0 Max Hoe 5=86(LC 8) Max Uplift 3=-97(LC 14), 4=96(LC 18), 5=-169(LC 8) Max Gray 3=90(LC 24), 4=72(LC 24). 5=321(LC 16) FORCES. (to) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasc=124mph; TCDL=7.Opsf; BCDL=3.Opsf; hoof 6ft; B=52ft; L=64ft; eave=7ft; Cat. I I; Exit, C; Encl., GCpi=0.18; M WFRS (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 par bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fa between the bottom chord and any other members, with BCDL - 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) 3, 4 except (jt=1b) 5=169. 7) Hanger(s) or other Connection dedicate) shall be provided sufficient to support Concentrated loads) 111 Ib down and 104 to up at 3-1-12 on top chord, and 54 lb down and 761Is up at 3-1-12 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). This Item has been electronically signed and LOAD CASE(s) standard - sealed by Magid, Michael, PE 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 using Digital Signature. Ig a g g ture. Uniform Loads (pill Vert: 1-3-70, 4-6=20 Printed copies of this Concentrated Loads (Ib) document are not considered Vert: 3=34(F) 4=36(F) signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Con 66U 6904 Parka East Blvd. Tampa FL 3161D Data: March 30,2020 AWARNING -Verify design paramelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10,0312076 BEFORE USE. Design valid for use any with 14111 connectors. This design is based at upon parameters shown, and is far an individual buichig Component, net ��®® a truss system. Before use, the building designer must very the appliecolliry of design parameters and properly incorporate this design into the overall ��Y�• building design. Bracing Indicated is to prevent bucking of Individual truss web and/or chord members only, Motional temporary and permanent bracing AAIT@k Is almys required for statellgy and to prevent collapse with possible personal injury, and property damage. For general guidance regarding Me fabrication, Storage, delivery, erection and bracing oftnesas and buss systems, me ANSVfP/i Quality Cdfeds, DS949 and BOB Building Component 6904 Parke East BIW. SafetylnrdrmaUon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36810 LOADING (pan SPACING- 2-0-0 CS'. TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 TCDL 15.0 Lumber DOL 1.25 BC 0.18 BCLL 10.0 Rep Stress Incr YES WB 0.04 BCDL 10.0 Code FBC2017rrPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS _ 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=133(LC 8) Max Uplift 3=-76(LC 8). 4=-4(LC 5), 5=157(LC 8) Max Grav 3=113(LC 13), 4=51(LC 13), 5=355(LC 16) FORCES. (Ib) - Max, Comp./Max. Ten. - All forces 250 (Ile) or less except when shown. WEBS 2-5=-265/177 4-114 4-114 DEFL. in (loc) Udell L/d Vert(L-) -0.01 4-5 >999 240 Vert(CT) -0.01 4-5 >999 180 HOrz(CT) 0.02 3 n/a his Scale=1:16.9 PLATES GRIP MT20 2441190 Weight: 17 lb FT=0% BRACING - TOP CHORD. Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Who: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf,, BCDL=3.Opsf; h=16ft; 8=52ft; L=64ft; eave=7ft; Cat. II; Exp C; Encl., GCpl=0.18; M WFRS (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 10.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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 It, uplift at joint(.) 3, 4 except (it -lb) 5-157. 7) This truss design requires that a minimum of 7116" structural mod sheathing be applied directly to the top chard and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.58681 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 30,2020 ®WARNING - 1.1i11 d.sm. yafamerors antl READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MIId473 rev. 1010312015 BEFORE USE. wesew Design valid roc use only with MiTek® connectors. Thus design Is based only upon parameters shown, and is for an Individual building component, not ��®® bat a ilea. system. Bar.rouse, the building designer must verify the applicabilhy of design parameters and properly incorporate this design Nto the overall boldingdesign. Bracing lnducated is to prevent buckling of Individual truss web and/or chord members any. Additional temporary and permanent bracing MiTek' is always required for stabli"nd to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage. delivery, erection and bracing of busses and truss systems, see ANSM110u ho,Green., DSB49 and SCSI Building Component e904 Parke East Blvd. Salatylnlormafron available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra. VA22314. Tampa, FL 36610 Job mas Truss Type oty Ply JUREK ' T79830727 J39361J393B1A ZCJ5B Jack -Open 2 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 214 11 8.330 s Mar 232020 MTek Industries. Ine. Mon Mar 30 1020.46 2020 Scale =1:16.9 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 10.0 ' BCDL 10.0 SPACING. 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TIC0.27 BC 0.09 WE 0.03 Matrix -AS DEFL. in Vert(LL) -0.01 Vert(CT) -0.01 Hoa(CT) 0.01 (too) Well Ud 7 -999 240 7 -999 180 5 rda Iva PLATES MT20 Weight: 2416 GRIP 244/190 FT=0 LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3'Excepta 2-9: 2x6 SP No.3 REACTIONS. (size) 4=Mechanical, 5=11glechanical, 9=0-8-0 Max Hort 9=133(LC 8) Max UpIR 4-74(LC 8), 9-157(LC 8) Max Grav 4=170(LC 13), 5=11(LC 3), 9=357(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9-283f149 NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCOL-7.0psf, BCDL=3.OpsF h=16ft; 8=52ft; L=64ft; eave=7ft; Cal. II; Exp C; Encl., GCpl=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 psi bottom chord live load nonconcurrent with any other live loads. 4) a This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3-6.0 tell by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL - 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 100 It, uplift at joints) 4 except tit=lb) 9=157. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and 112" gypsum This Item sheetrock be applied directly to the bottom chord. has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.67661 MiTak USA, Inc. FL Cad 6634 6004 Parka East Blvd. Tampa FL 33610 Data: March 30,2020 ®WARNING- Vnilydalmliyaiani"Iersand READ NOTES ON THIS AND INCLUDED AIITEK REFERENCE PAGE AVI74731— IdOL2015 BEFORE USE. Malta valid for use ontywfth Mflekdbcnnnectdm. ThIs dealgn is based ordy upon pa2meters shown, and Is bran murrAdual building component, not a Was system. Before use, the building designer must verify the appgabllay of design parameters and properly incoryorale Nis design Into the overall bulidingdesign. Boxing lndkaled la to prevent buckling of Individual Mae web and/or chord members onN. Addg10nal temporary and permanent bracing M!Tek' is Swap required for stakany and to prevent collapse with posslele personal Injury and property damage, For general guidance regarding 0e fabdcaVon. Warsaw, delivery, eredbn and bracing ofbusses and Was systems, see ANSI?Plf Quality Criteria, DSB49 and SCSI Building component 6901 Parke East BIM. Sonstyleformadon evadable from Truss Piste Institute, 218 N. Lee Sued. Suie 312, Alexandra, VA=14. Tampa, FL 36510 Job Truss Truss Type Oty Ply JUREK PSG T19830728 J393BW39381A JACK-OPEN 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x4 II LOADING (pan SPACING. 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 TCDL 15.0 Lumber DOL 1.25 BC 0.18 BCLL 10.0 ' Rep Stress Ina YES We 0.03 BCDL 10.0 Code FBC2017rrP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SO No.3 REACTIONS. (size) 3=10echanical, 4=Mechanical, 5=0-6-0 Max Horz 5=134(LC 8) Max Uplift 3=84(LC 8), 4=62(LC 5), 5=222(LC 8) Max Grav 3=111(LC 13), 4=49(LC 3). 5=354(LC 2) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5=292/148 8.330 a Mar 232020 MRek Industries, Inc. Man Mar 30 10:20:47 2020 Pagel ID:kOL Neagio2ds111VgVJggzzXPWW-6gAg7aTFcdSMRdVkLeTGT2nmSJHMPwCzgKlpWBzVmyk DEFL. in (toe) /dell Lid Vert(L-) 0.02 4-5 >999 240 Vert(CT) 0.02 4-5 >999 180 Horz(CT) -0.02 3 n/a n/a Scale=117.0 PLATES GRIP MT20 244/190 Weight: 18 lb FT-0% BRACING- . TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf BCDL=3.Opsf, h=16ft; B=52ft; L=64ft; eave=7ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate time 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 psi bottom chord live load nonconwment with any other live loads. 4) - This truss has been designed for a live load of I O.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 4 except pt=lb) 5=222. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chard and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.53691 Mnek USA, Inc. FL Cad 6634 6904 Perko East Blvd. Tampa FL 33010 Date: March 30,2020 ®WARNING-Wol,tlusiyrr 4anrnelns and READ NOTES ON THIS AND INCWDED MITEK REFERENCE PAGE MIIJ473 rev. W1031281e BEFORE USE. Design valid forum only wan Wadi, connectors. This design is based any upon parameters shorn. end is for an iWiwdual bugding componern, not ��• a truss system. Before use, Ne building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulldIngdesign. Bmcing Indicated is to prevent buckling of individual Imes web stator chord membem ony. Additional temporary and permanent bracing MiTek' Is sways required for stablliy and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabriradon. storage, delivery, erection and bracing ofteases and bass systems,see ANSI?Plf Quality drum, DSBAa and SCSI Building Component 6904 Parke East 8W. Sweylafereetwo awDablehem Truss Flats InMOm 218N.Lea Stmeh Suile312,NexandM.VA22a14. Tampa, FL 36810 Job Truss Truss Type cry Ply JUREK T19B30729 J39381-139381A ZEJ7 Jack -Open 39 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2.4 II 8.330 s Mar 232020 Mrrek Induslaes, Ind. Man Mar 3010:20:48 2020 Pagel IOkOL Nea9ioZds111VgWggzzXP%AWN Ok3DwTuMxaD2n4mLy7GKrDiYL8N 63 VN3YzVmyj d A A e6 F'f?wgys'&4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vea(LL) 0.04 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Ven(CT) -0.08 4-5 >823 180 BCLL 10.0 ' Rep Stress Ina YES WE 0.06 Horz(CT) 0.06 3 Na Na BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 241b FT=O% LUMBER. TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=1slechanical, 5=0-8-0 Max Horz 5=189(LC B) Max Uplift 3=131(LC 8), 4=-4(LC 816918) Max Grew 3=202(LC 13), 4=98(LC 13), 5=441(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5=392/285 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=7.0psf BCDL=3.Opsf; h=1611; B=52ft; L=641t; eave=7ft; Cat. II; Exp C; Encl., GCpl=0.18: MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate gap 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 nonconcurtent with any other live loads. 4) ' This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical coned (by others) of truss to bearing plate capable of withstanding 1001to uplift at Joints) 4 except (it=lb) 3=131.5-169. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.63661 kinds USA, Inc. FL Can 6634 6104 Parke East Blvd. Tampa FL 34610 Date: March 30,2020 ®WARNING-Veri/y Jesiynparan,vlurs and READ NOTES ON iW3 AND INCLUDED MITEx REFERENCE PAGE nor J473—. WillOals BEFORE USE. Oesign valid for use orVaith MITeMCOnnectors. This design is based only upon paremetere shown, and is for an Individual building component, not a truss system. Before use, the building designer must vedythe applirabigy of design parameters and propery incorporate Nis design into the overall buildingdesign. Bracing Indicated is to prevent buckling of Individual truss web and/or Chord members only, Additlonaltemporaryendpermanembmeing M!Tek' Is always required for liability and to prevent collapse with possible personal miury and property damage. For general guidance regarding 0e fabrication, storage, delivery, erection and bmdng of busses and truss sysems, we ANSI riolf Dually Coma, DSB49 and BCSI Building component 6604 pake East Bi Safeylnformnlon avaaablefmmTruss RMelnMkmo,218N.Lee Street,Suke312,Rd WdM.VA22314. Tampa, FL M10 Job Truss Truss Type cry Ply JUREK T1983D730 J39381-J39361A ZEJ7A Jack -Open 5 1 Job Reference (optional) E.Sl Cap. Truss, Ft. tierce, FL J bviu 2x4 II 8.330 s Mar 23 2020 MTek Industries, Inc. Mon Mar 3010:20:49 2020 Scala-1:22.7 LOADING (pi TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING. 2-D-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC20171TPI2014 CST. TC 0.66 BC 0.15 VJB 0.05 Matrix -AS DEFL. in Ven(L) 0.18 VerbCT) -0.22 Hoa(CT) 0.10 (too) /deg L/d 7 ti 240 7 >293 180 5 n1a nfa PLATES GRIP MT20 244/190 Weight: 311b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid Ceiling directly applied. WEBS 2x4 SP No.3'Except' - 2-9: 2x6 SP No.3 REACTIONS. (size) 4=1thechanical, S=Mechanical, 9=0.8-0 ' Max Horz 9=189(LC 8) Max Uplift 4=140(LC 8), 9=168(LC 8) Max Grant 4=265(LC 13). 5=50(LC 3), 9=448(LC 13) FORCES. (its) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-438/190 NOTES- 1) VNnd: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL-7.OpsF BCDL-3.0pi hei B=52ft; L=64ft; eave=7ft; Cat. II; Exp C; Encl., GCp1=0.1& MWFRS (directional); Cantilever left and right exposed ; end vei 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 par bottom chord live load nonconcument with any other live loads. 4)' This truss has been designed for a live load of 10.Opsf on the bottom chord in 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.Dpsf. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of "as to bearing plate Capable of withstanding 100 Its uplift at )oinl(s) except (it=lb) 4=140, 9=168. 7) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This Item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Micheal S. Magid PE No.53681 MiTek USA, Inc. FL Dedfi634 6904 Parke East Blvd. Tampa FL 33610 Data: March 30,2020 ®WARNING. Verily d w Gyaramelwc and READ NOTES ON THIS AND INCLUDED MIrEA REFERENCE PAGE MI-7413 rev. W0302015 BEFORE USE. Design valid for use any with MTeM connections. Us design Is based any upon pvamaters shown, and Is for an ITkivfdual building component, me a truss system. Before use, the building designer must verity the applicability of design parameters and property incolporata this design Into the ..It bulldingdesign. Bracing Indicated is to prevent buckling of individual bussweb and/ordi members only. Additional temporary and permanent bracing MiTek' Is alwaysrequired for stabildy and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. Storage. delvery, erection and bracing of trusses and Wes systems, see ANSIBTH Quality Crdeda, DSB49 and BCS1 Building Componeef 6904 Parka Bast Blvd. SaflylnfurmNon avadablehom Truss PIMelnat8me,218N.LeSlreeLeu8e312.A mdna,VA22J14. Tampa. FL Sol Job Truss Truas Type sty Ply JUREK T19830731 J393BW39381A ZHJ4 Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Mar 23 2020 MITek Industries, Inc. Mon Mar 3010:20:51 2D20 Page 1 ID:kOL Neagio2AslllVgWggzz%PVVW-_bPBmWmfsyovEpVeTYCduyPx b2Lk5ZtAI fcVmyg Scale = 1:11.B LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 10.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Suess Inv NO Code FBC20177rP12014 Cat. TC 0.33 BC 0.33 WE 0.04 Magi DEFL. in Va t LL) -0.01 Vert(CT) 0.01 Horz(CT) -0.03 (loc) Vdefi Ud 4-5 >999 240 4-5 >999 180 3 Na Na PLATES MT20 Weight: 14 lb GRIP 2441190 FT=0 LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-1.14 cc puriins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-M cc bracing. WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-11.5 Max Horz 5=79(LC 8) Max Uplift 3=-01(LC 18), 4=54(LC 1), 5=-287(LC 8) Max Grav 3=72(LC 6), 4=49(LC 4), 5=494(LC 2) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=-267/176 NOTES. 1) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsf h=16f1; B=52h; L=648; eave=7ft; Cat. II; Exp C; Encl., GCpi=O.iB; M WFRS (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 par bottom chord live load noncencurrent with any other live loads. 4) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in 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. 5) Refer to girder(s) for truss to truss Connections. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift atjolnl(s) 3, 4 except (it=lb) 5=287. 7) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated loci 35 Ib down and 861la up at 1-4-15, and 351b down and 86 lb up at 1-4-15 on lop chord. and 8 Ib down and 27 Ib up at 1-4-15, and 81b down and 271b up at 1-4-15 on bottom chord. The design/selection of such connection devices) Is the responsibility of others. This Item has been 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back Si electronically Signed and sealed by Magid, Michael, PE LOAD CASES) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 using a Digital Signature. Uniform Loads P11) Printed copies of this Vert: 1-3=70, 4-6=20 document are not considered Concentrated Loads (Ib) signed and sealed and the Vert: 10=16(1`=-8, Iii signature must be verified on any electronic copies. Michael S. Magid PE NO.6363f MITek USA, Inc. FL Ced 6634 69M Parke East Blvd. Tampa FL 33610 Date: March 30,2020 ®wANNING-Vetllytle9yn pnan,alers antl READ NOTES ON TIlIS AND INCLUDED MITER REFERENCE PAGE MIIgOLe¢ 1WOLIeIS BEFORE USE. ' Design used for use only with MTeWconneMm. This design is based any upon parameters shown, and Is for an Individual building component, nM a Imes system. Before use, the building designer must Vmiy the apptimbilily of design parameters and property Incorporate this design Into the memll bulldingdesign. Broclog Indicated is to prevent building of lndiindual truss web andior chord members only. Additional temporary and permanent bracing WOW always resulted for stability and to prevent collapse with passible personal injury and property damage. For general guidance regaming the fabdcalon, storage, degvery,section and bracing ofoUsses and buss systems, see ANSffMI Quality PUeda, Di and SCSI Building Component Ease Parke East Shot. Safetylnformclon avallable from TNss Plate Institute. ate N. Lee Street Sure 312, Alexandria, VA22314. Tampa. FL 36610 Job Truss Truss Type 0ty Ply T79B30732 139381-J39381A ZH15 DIAGONAL HIP GIRDER 2 1 �IUREK Job Reference (optional) East CDastTruss, Ft. Pierce, FL 34946 2.4 II LOADING (pat) SPACING. 24}0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 TCDL 15.0 Lumber DOL 1.25 BC 0.41 BCLL 10.0 Rep Stress Ina NO We , 0.05 BCDL 10.0 Code FBC2017rrP12014 Matril LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechaniml, 4=Mechanical, 5=0-11-5 Max Horz 5=132(LC 8) Max Uplift 3=117(LC 8), 4=95(LC 5), 5=417(LC 8) Mani 3=111(LC 28), 4=26(LC 3), 5=452(LC 31) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when she=. WEBS 2-5=-314/248 8.330 s Mar 23 2020 MTek Industries, Ina Mon Mar 3010:20:52 2020 Page 1 Ill _Nea9ioZds111VgWggzzXPVM.SozZ2HWO0A40(OOh8B3RA6UbNKwO4B6i bTaCKxVmyf DEFL. In (too) Vdeg L/d Vert(LL) 0.04 4-5 >999 240 Vert(CT) 0.07 4.5 >805 180 Hom(CT) .0.06 3 me We Scale =1:17.7 PLATES GRIP MT20 2441190 Weight: 23 lb FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult-160mph (3-second gust) Val24mph; TCDL=7opsf; BCDL=3.Opst h=16ft; 3=521i L=64ft; eave=7ft; Cat. II; Exile C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 nonconcurent with any other live loads. 4) - This truss has been designed for a live load of IO.Opsf on the bottom chord in 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 = 10.0ps1. 5) Refer to girders) for truss to truss Connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joints) 4 except Qt=lb) 3-117. 5=417. 7) Hanger(5) or other connection device(s) shall be provided Sufficient to support Concentrated loads) 35 lb down and 86Ib up at 1-4-15, 351to drum and 86Ib up at 1-4-15, and 851b down and t001b up at 4-2-15, and 851b down and 1001b up at 4-2-15 on lap chord, and 8 Ib down and 18 lb up at 1-4-15, 8 It, down and 18 lb up at 1-4-15, and 49 lb dawn and 85111 up at 4-2-15, and 491b down and 851b up at 4-2-15 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or beck (B). LOAD CASE(S) Standard 1) Deed + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plp Vert: 1-3=-70, 4-6=20 Concentrated Loads (lb) Vert: 10=104(F=52, B=52) 11=-16(F=-8, B=8) 12=92(F=46, B=46) This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.63681 MTax USA, Inc. FL Oed 6634 6904 Parke East Blvd. Tampa FL 33810 Data: March 30,2020 ®WARNING Verity Jealan Parxmmivs antl READNOrES ON THS AND INCLUDED&SEEK REFERENCE PAGE AA-7473 rev. iW0341015 BEFORE USE. valid for use only with MRek®connector. This design is based only upon parameters shown, and is for an Individual building component, not Not a truss system. Before use, me building designer must veriythe applicability of design parameters and properly Incorporate Nis tlesign Into the ovarall buildingdesign. Bracing Indicated is to prevent buckling oflndiNdual truss web andfor chord marches only. Additional temporary and permanent bracing MiTek' Is always requiredfor stability and to prevent collapse with possible personal Injury and propeM damage, For general guidance regarding the fabrication, storege,delivery, section and bracing artful and bass systems, bee ANSITAII Quality Crated., DS849 and BCSI Building Component 6904 Parke East Blvd. Sefefylniormmlan call from Truss Plate Instrus. 218 N. Lee Streit, Suite 312. Alexandria, VA 22314. Tampa, FL all Job Truss Truss Type ply Ply JUREK T19830733 J39381J39381A ZHJ7 Diagonal Hip Girder 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x4 II 8.330 a Mar 23 2020 MITek Industries. Inc. Mon Mar 3010:20:53 2020 said - 1:22.2 LOADING (part) SPACING. 2-0-0 CSI. DEFL. in (too) Ildell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Ven(LL) -0.20 4-5 G143 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.24 4-5 >370 180 BCLL 10.0 ' Rep Stress Ina NO WB 0.10 Hoa(CT) -0.12 3 me rda BCOL 10.0 Code FBC20177TPI2014 Matrix -MS Weight: 32111 FT=0 LUMBER- BRACING - TOP CHORD 2x4 SO No.2 TOP CHORD Structural wood sheathing directly applied or 3.2-14 oc purlins. BOT CHORD 2x4 SO No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 Do hrecing. WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanica1, 4=Mechanical, 5=0-11-5 Max Horz 5=187(LC 8) Man Uplift 3=187(LC 8), 4=32(LC 8), 5=420(LC 8) Max Grew 3=257(LC 28), 4=132(LC 28), 5=599(LC 31) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=493/450 NOTES. 1) Wnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsf; h=16ft; B=52ft; L=64f1; eave=7fr; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right "posed ; 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 pill bottom chord live load nonconcu ent with any other live loads. 4) - This truss has been designed for a live load of 10.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ill uplift at joint(s) 4 except 0t=lb) 3=187,5=420. 7) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 351b down and 86 ID up at 14-15, 351b down and 86111 up at 1-4-15. 851b dam and 100 Ib up at 4-2-16, 851b dam and 100 Ib up at 4-2-15, and 148 to down and 12016 up at 7-0-14, and 1481D down and 1201b up at 7-0-14 on top chord, and 8 Ib down and 271b up at 1-4-15, 81b dawn and 27111 up at 1-4-15, 971b up at 4-2-15, 97111 up at.4-2-15, and 291b down and 101b up at 7-0-14, and 29 lb down and 10 lb up at 7-0.14 on bottom chord. The desigNselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plt) Vert: 1-3=70, 4.6=20 Concentrated Loads (Ib) Vert: 10=104(F-52,B-52)12--16(F=-S,B=-8)13=92(F=46, B=46)14=4(F=$ B=2) This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.53681 Mhek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 13610 Date: March 30,2020 ® WARNING -Verily Jaarynp—,—t —d HEAD NOTES ON THIS AND INCLUDED IAITEK REFERENCE PAGE AN-7473rov. 10,0312015 BEFORE USE. �e Design valid for use only win, 64TeM connegors. Tile design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must very Me applicablfiy of design parameters and property incorporate this design into me overall ��-��•YYYY buildingdeslgn. Bracing Indicated lstoprawntbacking oflndridualmiss web Ind xchordmembersony. Addalonaltemporary and permeneMtrading MiTek' Is always required for stability and to prevent collapse whin possible personal Injury and property damage. For general guidance regarding the fabrication, Storage. delivery. election and bracing of trusses and truss systems, sea ANSUTPIll dually Cdlode, DS"9 and SCSI Building Component 6904 Parke East Blvd. SafoglnformWos available Vom TMSSMtelns le,218N.Lee 0,Butle312,Nexmdna,VA22014. Tampa, FL Sell Job Truss Truss Type 0ty Ply JUREK T19830734 J39381J39381A ZHJ10 Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Mar 232020 MiTek lndustdes, Inc. Mon Mar 30 10:20.50 2020 Pages Scale - 1:22.4 2.4 II ass t.ta4 zats 4aa with &tat acts ea-e 1 t-toe loo-to I t-tt< I zee zcla tau n oalz Plate Offsets (X,Y)- 19:0.5.4,0.2-8) LOADING (fast) SPACING. 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.05 10 -999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.06 10 >999 180 BCLL 10.0 Rep Stress Ina NO We 0.17 Hono(CT) 0.03 7 Na n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 49111 FT=0% LUMBER- BRACING- ' TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.9.5 oc purling. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 ac bracing. Except: 4-11: 2x4 SP No.3 10-0-0 0o bracing: 9.11 WEBS 2x4 SP No.3 *Except- 2-13: 2x6 SP No.3 REACTIONS. (size) 6=Mechanical, 7=Mechanimi, 13=0-11-5 Max Hom 13=187(LC 8) Max Uplift 6=-76(LC 24), 7=-191(LC 8), 13=-409(LC 8) Meet Grew 6=68(LC 13), 7=419(LC 28), 13=635(LC 31) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=183/275, 2-3=310/201, 3-4=933/459, 4-5=607/261 BOT CHORD 4-9=209/347, 8-9=364/675 WEBS 2-13=-495/335,5-8=-784/424,3-12=3771274,2-12=-304/494, 9-12=-328/312, 3-9=219/575 NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.0psf, h=16ft; B=52ft; L=64ft; eave=7ft; 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 last bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of Ic0psf on the bottom chord in 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.Opst. This Item has been 5) Refer to girder(s) for truss to truss connections. electronically Signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joint(s) 6 except Gt=1b) sealed by Magid, Michael, PE 7=191. 13=409. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 to down and 861b up at USIn Digital g a g Signature. 1-5-0. 35 lb down and 86 lb up at 1-4-15, 851b down and 100 lb up at 4-2-15, 85111 down and 100111 up at 4-2-15, and 189 lb down Printed copies of this and 126111 up at 7-0-14, and 189lb tlown and 1261b up at 7-0-14 on top chord, and 8111 down and 27111 up at 1-5-0, 81b down and document are not considered 27 lb up at 1-4-15, 97 lb up at 4-2-15, 971b up at 4-2-15, and at 6-10-11, and at 6-10-11 on bottom chord. The designtselection signed and sealed and the of such connection device(s) is the responsibility of others. signature must be verified nat re must b 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). On s. COPiBe LOADCASE(S) Standard Michael S. Magid PE No.53861 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 M rek USA, file. FL Cad i Uniform Loads (plf) 6904 Parka East BIvd.Tampa FL 33610 Vert: 1-6=70, 11 A4=20, 10-11=-20, 7-9=20 Data: March 30,2020 on ®WARNING Ven1,d.srm Parameters and READ NOFES ON THIS AND INCLUDED a11TEx REFERENCE PAGE M117473-. IXOMO15 BEFORE USE. --■�' Design said or on only wRb MITek® ea,IneL10R. T615 design la based only upon pa2me eas Name. and Is for an Indivdual building component. net a tress sysle e. Before use, the building eeelpner must vedry Me applicability of design parameters and properly hoorpomte the design Into the overall a��e building design. Bracing Indicated Is to prevent buckling of Individual Imes web end/w chain members on!,I. Mohamed temporary and permanent bracing I� q � 1T0k• ISaMgs required for stability and to prevent collapse wdh possible personal injury and property damage. For general guidance regarding Me connection. storage, estuary. endured and among of busses and Voss systems, see ANdIrell Dua9ry CMeda, DS849 and BCSl Building Component 6904 Parke East Blvd. Saretylnrcrmeffe. avatiable awn Tress Plate lnsixute, 210NLee 51ree1,gme 312, Nexandna, VA 2YJ14. Temps, FL 36610 b Truss Truss Type Oty Ply JUREKT19830734 r 9381-J39381A [was Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Mar 30 10:20:50 2020 Page 2 ID:kOL Nea9ioZdslllVgWgq=XPWW-WPrpdcV8uYgxl4EI0mOz5hPEjWCUcFmPWI T7RzVmyh LOAD CASES) Standard Concentrated Loads (Ib) Vert: 12=92(F=46, B=46)3=104(F=52, 8=52) 18=-39(F=-20, B=-20) 19=-16(F=-8, 13=8) AWARNING- Verily Jesiyn Varanmlersand READ NOTES ON THIS AND INCLUDEOMITEKREFERENCE PAGE MII-TOIJ rvv. 1WOV2015 BEFORE USE. Design valid for use only with MiTeMD connectors. This design Is based only upon parameters shown, and Is for an indvldual building component, not a truss system Before use, the building designer must very the applicablliy of design parameters and properly Incorporate this tlesign Into the overall buildingdesign. Bracing indicated isto prevent buckling still miss web will chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal lNury, and property damage. For general guidance regarding the morainal sto2gge,delivery, erection and bracng ofWves and truss systems, sea ANSIR%i Quality Garcia, OSS49 end SCSI Building Component 6904 Parke East DWI. Saferylnformeflon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tempe, FL 3sa10 Symbols PLATE LOCATION AND ORIENTATION 3I4" Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1.1 r For 4 x 2 orientation, locate plates 0- yie' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated the symbol shown and/or by text th in e bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: - ANSIlrP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-48 1 1 dimensions shown in ixteenths (Drawings not to scale) JOINTS ARE GENERALLY NUMBEREDILETTERED 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 ANSITFPI 1 section 6.3 These truss designs rely on lumber values established by others. 0.2012 MiTek® All Rights Reserved MiTek MiTek Engineenng Reference Sheet MII-7473 rev. 10/03/2016 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-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 atjoint locations are regulated by ANSIrrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIRPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%al 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 lead deflection. 11. Plate type, sure, 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 cot or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSlrrPI 1 Quality Crisis.