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TRUSS PAPERWORK
Lot/Block: Subdivision: Add 125 1201 St Tess. SCANNED City: Vero Beach State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. St . Lucie County BY Name: License #: `� Address: City: State: General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 [All HeighIl Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 4,1 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name I Date No. Seal# Truss Name Date L� /J 1 -_ _ — — - — 1 1 1 1 f 1 1 1 IT16280056 IA01 2115/19 18 T16280073 I B01 2115/191 12 IT16280057 IA02 12/15/19 119 IT16280074 1802 :915 9 13 1T16280058 IA03 12/15/19 120 IT16280075 IB03 12/15/ 99 14 IT16280059 IA04 12/15/19 121 IT16280076 IC01 12/15/19 15 IT16280060 IA05 12/15/19 122 IT16280077 ICO2 �2/15/19 16 IT16280061 IA06 2/15/19 123 IT16280078 1CO3G 12/15/19 17 IT16280062 IA07 2/15/19 I24 T16280079 IcoaG 2/15/19 16 IT16260063IA08 12/15/19 P5 IT16280030IC05DGE 12/15/19 19 IT16280064 IA09G 2/15119 126 IT16280081 1MV2 12/15/19 10 IT16280065 IA10 12/15/19 127 IT16280082 1 MV4 12/15/19 111 IT16280066 IA11 I2/15119 128 IT16280083 MV5 12/15/19 112 IT16280067 IA12G 12/15/19 129 _ IT16280084 IV4 12115/19 13 IT16280068 A13 2/15/19 I30 ! T16260085 IV8 12I15/19 _1 114 T16280069 IA14 12/15/19 131 IT16280086 V12 12/15/19 115 IT16280070 IA15 12/15/19 132 IT16280087 IV16 12/15/19 116 IT16280071 IA16 12/15/19 133 1T16280088 IV2o 2/15/19 117 IT16280072 IA17G 12/15/19 134 IT16280089 ZCJ1 12/15/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The'seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and pmpedy incorporate these designs into the overall building design per ANSIrTPI 1, Chapter 2. FEE February 15,2019 Albani, Thomas 1 of2 MiTek USA, Inc. RE: J37386 - J37386-Golden Homes-Pauley Res. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: Golden Homes Project Name: Pauley Res. Model: Lot/Block: Subdivision: Address: 125 12th St. City: Vero Beach State: FL INo. Seal# Truss Name Date 35 IT16280090 lZGJ3 12115119 136 IT16280091 IZCJ5 12/15/19 1 137 IT16280092 IZEJS 12/15/19 I 138 IT16280093 IZEJ5G 12/15/19 1 139 IT16280094 IZEJ7 12/15/19 140 IT16280095 IZHJ5 12/15/19 141 IT16280096 IZHJ7 12/15/19 2 of 2 Job runs Truss Type 0ty Ply J37386-Golden�HomPaoley Res. T16280056 J37386 A01 Roof Special 10 1 Job Reference East Coast Truss, Ft. Pierce, FL 34946 8.240 s Dec 6 2018 MTek Industries, Inc, Fri Feb 15 13:04:57 2019 Page 1 ID:yIEb4zjucp00coYxi7sFg9zkuOu-NSFOOeUXsDdpsgx sbgmwmDXNIXw8l WrI1903m8u a 28-0 3-0-0 10-0-0 17-0-0 23-0-5 25-0-0 2,8-0 34-0-0 35-0-0 r 22-001 6$D 6A-0 1 6S5 1-912 � 7-8-0 I14-0 4x4 = B.an 12 Scale=161.2 5x4 = 5x5 12.00 12 X6 34 II 3 3x4 = 2.8-0 �&0 104-0 17-00 254-0 264-0 28-B-02g,0A 34-0-0 r 29 1-0-0' fi-e-0 I 6-e-0 I g4.g AO 2-0-0 0 5-0a Plate Offsets (X Y)- 115:0-1-8 0-1-121 120:0-3.0,0-3-41 LOADING (pat) SPACING. 2-0-0 CSL DEFL. in (loc) Ydeft Utl PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.26 19-20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.4219-20 >827 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.79 Hoa(CT) 0.19 14 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 195 lb FT-0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3-Except' 11-14: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid calling directly applied. WEBS 1Row at midpt 3-19,4-17 with 2x4 SP No.3 with 2 - 10d (0.131"x3') nails and crass brace spacing of 20-0-0 oc. REACTIONS. (lb/size) 1=1009/0-8-0, 14=1579/D-8-0 Max Harz 1=357(LC 6) Max Uplift 1=522(LC 8), 14=910(LC 8) FORCES. (lb) - Max. Comp-tMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1980/1026, 23=4245/1981, 3-0=1857/949, 4.6=1082/626, 6-8=1074/623, 8-9=-663/245, 9-10=700/256, 10-11=-406/144, 11-12=-426/591 BOT CHORD 1-21=-808/1967, 20.21=-987/2467, 19-20=1606/3867, 17-19=604/1831, 16-17=-135/829. 15-16=0/470, 14-15=-466/502, 12-14=466/502 WEBS 2-21=-1657/654, 2-20=962/2339, 3.20=389/1172, 3-19=2058/1013, 4-19=117/470, 4-17=992/570, 6-17=263/588, 8-16=617/475, 10-16=235/966, 10-15=-1064/303, 11-15=576/1054, 11-14=-1437/899 NOTES- 1) Unbalanced met live loads have been Considered for this design. 2) Wind: ASCE 7-10: Vuh=160mph (3-second gust) Vosd=124mph; TCDL=4.2psY BCDL=3.Opsf; h=15% B=75ft; L=34ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right "posed; end vertical left and Tight 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 noncencurrenl with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 1=522, 14=910. 7) This truss design requires that a minknum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetreck be applied directly to the bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. No 39380 0 O \ O P: Je.. 0NA� E %0% Thomas A. Albanl PE No.39380 Mlrek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNING-Verirx d-ignparamelers antl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-0473,v, 10/03QO15REFOREUSE. Design valid for use crI h9TeeSconnedore. This design Is baud only upon parameters Mown, and Is for an individual budding cumponeid, nat a truss system. Before use, the building designer muctudf,"appersbilfty of deign parameters and properly instil la this design into Me overall bu114Ngdesign. BmchgiMiMedistoprevent Wu gofhdividualtmus bmWor MoNmembemwe.Meanest temporary and pemranent bracing M!Tek' Is aways required for sh iay and to prevent wdapiewith possible personal lnjuryand pmpeM damage. For demand guidance regarding Me fabdwtion,storage,deWery,eredi nendbmdngof WsusoMVusssynems,see ANSVTPII puellry CMode, DS"9antl SCSI Building Component S90e Parke East Dw. Sadeeylnrormetbn avagablehom Tmss PIMelnsMWe,21a N.Lea Sbeet,Sude3f2,AlexandM,VA22314. Tampa, FL=10 Job Truss Truss Type Oy Ply J373%-Golden Homes-Pauley Res. T16280057 J37386 A02 Roof Special 2 1 Job Reference o tional East coast lNss, Vt. France, F L 341145 8 240 s Dec 6 2018 MTek Industries, Inc. Fri Feb 1513:04:58 2019 Seel. =1:62.3 600 12 4x4 = SA__ 3x8 H 314 = 5x5 12.W 12 3x8 3x4 = 243-0 3�-0 10-0-0 17-0-0 25-0-0 2fi-4-0 2843-029,0,0 34-0-0 2�-0-0 69-0 843-0 I Bd0 -0d1 2-0-0 0 SA-0 l Plate Offsets (X,Y)- (16:0-1-8,0-1-121, 121:0-3-0,0-3-41 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) 11de8 Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.25 20-21 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.41 20-21 >836 180 BCLL 0.0 ' Rep Stress ]nor YES WE 0.79 Horz(CT) 0.18 15 n1a n1a BCDL 10.0 Code FBC2017/TPI2014 Malnx-AS Weight: 1971b FT=Oak LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3'Except' 12-15: 2x6 SP No.2 REACTIONS. Qlahsize) 2=108210-8-0, 15=1577/0-8-0 Max Harz 2=-364(LC 6) Max Uplift 2=-621(LC 8), 15=907(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 ROW at midpt 4-20, 5-18 with 2x4 SP No.3 With 2 - 10d (0.131"x3' nails and cross brace spacing of 20-0-0 Go. FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=1940/958, 3-0=4195/1894, 4-5=1849/935, 5-7=1079/621, 7-9=-1071/618, 9-10=652242, 10-11=699/253, 11-12=405/142, 12-13=426/591 BOT CHORD 2-22=740/1927, 21-22=904/2418, 20-21=1541/3829, 18-20=591/1823, 17-18=-132/827, 16-17=0/469, 15-16=-466/502, 13-15= 466/502 WEBS 3-22=-1635/619, 3-21=-953/2334, 4-21=338/1142, 4-20=2027/960, 5.20=109/468, 5-18=986/560, 7-18=-258/588, 9-17=616/474, 11-17=232/964, 11-16=1062/300, 12-16=574/1052, 12-15=1435/896 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opst; h=15ft; B=75ft; L=3411; eave=411; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at jo"ml except at -lb) 2=621, 15=907. 7) This truss design requires that a minimum of 7/16" structural mod sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the boftom chard. 8) Waning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. popxS01111111118,11j.., A , No 39380 �i tic 0 F1 I ''SS/ONA� 61 C0% Thomas A.Albml PE No.39380 MITek USA, Inc. FL Dart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 16,2019 ® WARNING -Vwify Essign parameters and REA.NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M147473 rev. I0/0J 0156EFOREOSE. !' Design valW Or use Only wan WiTeM connections. This design Is based Only upon parameters shorn, and IS Oran IMivi building companeM not a` a truss system. Before use, the building designer must vedfythe appgrabgayof de9gn parameters and properly laosi omle this design'vMthe overall bwidlagdeslgn. Bracing ilMkated into prevent bucking of indlNdual Vussweb Mayor Nord members arty. Addeionartempomryandpermanembracing Welk' IS allays Saluted for stability, and to prevent collapse will, possible personal Nlary and property damage. FOrgenemlgaidanceregaNingthe ratification. Storage, delvary. erection and bracing ofbusses and truss systems. ass MIURPII DuoIlry Cdreda, DSI Ad SCSI Building Component 6110,1 Pale East Blvd. Safeylnformetlpn avalable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandra, VA22314. Tampa. FL Seat Job Truss Tuss Type Dry Ply J37386-Golden Homes-Pauley Res. T16280058 J37386 A03 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Dec 6 2018 MlTek Industries, Inc. Fri Feb 1513:04:59 2019 Page 1 ID:ylEb4zjucpOOcoYxi?sFg9zku0uJrNApJVnOgt%W-SM OiE?BJse6HTciWEOeV8gzkt Y 13-13 15-1-0 1&10-12 262-2 29-0-0 11313 1 7-g-14 1 738 3-9A 1 7-343 1 2- '1 7-9-14 it 4x8 = 6.00 12 44 = Scale=1:55.1 3x4 = 1.4 II 3x4 = 3x8 = 3x4 = 3.6 II k)'LB 7-9-14 15-1-0 18-10-12 262-2 29-0-0 7-9-14 1 7-36 1 3-98 7.3. 2-&14 l Plate Offsets (X,Y)- 15:0-5-4,0.2-01 LOADING (psf) SPACING- 2-0-0 Cat. DEFL. in (lac) Vde0 Ud PLATES GRIP TCLL 20.0 Plate Gulp DOL 1.25 TC 0.53 Vert(LL) 0.14 14-17 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.21 14-17 >999 180 BCLL 0.0 ' Rep Stress Ina YES WE 0.39 Hoa(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 173 IS 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'Except' WEBS 8-9: 2x6 SP No.2 REACTIONS. (Ib/size) 2=1137/0-8-0, 9-1063/0-8-0 Max Hom 2=394(LC 7) Max Uplift 2=663(LC 8), 9=563(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (to) Or less except when shown. TOP CHORD 2-3-18831989, 3-5=1234/741, 5.6=936/696, 6-7=-1137/687, 7-8=782/464, 8-9=1066/557 BOT CHORD 2-14=794/1754, 13-14=-794/1754, 11-13=-398/1055, 10-11=299/706 WEBS 3-14=0/333, 3-13=802/499, 5-13=198/466, 5-11=321/141, 6-11=55/263, 7-11=12D/338, 7-10=-601/418,8-10=522/1022 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 3-13.5-11 with 2x4 SP No.3 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 Do. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuk=16Omph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=3.Opsf,, h=15ft; 13=7511; L=34ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip OCL=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 nonconcurent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-G-0 wide will 8t between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except 01=11a) 2=663, 9=563. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. S0II1A 1A<e No 39380 Off. F �U�: O R 1 O P CjN 11110, Thomas A Albert PE No.39380 MITek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNING - Verily desrgn parameters antl READ NOTES ON THISAND INCLUDED MITEK REFERENCE PAGEMIL74Amv. 10/0341015 BEFORE USE. Design valid kruse onlywkh Mrel®connegan. Thb design Is hazed ony uponparemetem shown, and Is for en Individual bugdng romponeaL not a Duss system. Before use, the building designer must verify" eppimabigty of deugn parameters and properly homporato Nis design mto theme rag bugoingdeslgn. Bracing indicated is to prevent buckling of mdlWdual truss web anWarchaN members only. AddNoneltemporaryeMpe,maneNbmcmg MiTek' Is always required kr Stability and to prewall conapse with possible personal injury and property damage. For general guidance regarding the febdragon, rtemge, degvery,ereadan and bracing of Wsses end buss synems, see ANSVTPIf Ounlly CdWdo,DSBA9end BC518uUding Compmmi 6909 Parke East BM. Sereylnfarmatl0n avaga0le a0m Truss Plate InsNda, 218 N. Lea SbeN, Suite 312, AlexanNk, VA 22316. Tamps FL 36610 Job Truss Truss Type Cry Ply J37368.Golden Homes-Pauley Res. T76280059 J37386 A04 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8,240 s Dec 6 2018 MTek 4x8 = 4x6 = Inc. Fri Feb 151304:592019 Page 1 Smote-1:51.8 i.4 II 3x4 = 3x8 = 3x4 = 3x8 II 3x4 - 3x4 = ]-414 15.14I 16-02 2a 'M 37-9-14 ]-E I 7 I 2292.1-03 Plate Offsets (X,Y)- 13:D-5.4,D-2-01 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (Joe) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Ven(LL) 0.16 12-15 -999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 SC 0.67 Vert(CT) -0.2212-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 170It, FT=0% LUMBER. TOP CHORD 2x4 SIG No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-7: 2x6 SP No.2 REACTIONS. (Ib/size) 1=1065/0-8-0, 7=1065/0-8-0 Max Horz 1=375(LC 7) Max Uplift 1=563(LC 8). 7=565(1_0 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid Ceiling directly applied. WEBS 1Row at midpt 2-11,3-9 with 2x4 SP No.3 with 2 -10d (0.131"x3) nails and cross brace spacing of 20-0.0 Ga. FORCES. (lb) - Max. ComplMax. Ten. -All forces 250 (Ib) or less except when shaven. TOP CHORD 1-2=1894/1008, 2-3=1238f746, 3-0=939/700, 4-5=1140/691, 5-6=782/465, 6-7=1068/560 BOTCHORD 1-12=814/1765,11-12=814/1765, 9-11=40D/1058,8-9=300/707 WEBS 2-12=0/334, 2-11=811/516, 3-11-203/468, 3-9=323/142, 4-9=57/264, 5-9=121/340, 5-8-6031421. 6.8=-525/1024 NOTES- 1) Unbalanced root live loads have been Considered for this design. 2) Wind: ASCE 7-10; VuH=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf h=15ft; B=75ft; L=3411; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about His Center. 5) This truss has been designed for a 10.0 psf bottom chord live load nunconwrtent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift atjoint(s) except (A=1b) 1=563,7=565. 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. 9) Warning: Additional permanent and stability bracing for truss system (not pan of this Component design) is always required. No 39380 le • C O R 1 Q P �j�%=% 04, 00 Thomas A. Agent PE No.39360 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNING -Volly Design Aaramerera and READ NOTES ON THIS AND INCLUDED WEEK REFERENCE PACE 1110-7473 rev, NIMMOISDEFORE USE. Design Vold for use only with MTek® connector. This design Is based ony upon parameters shown, and Is for an Ineivldual building compares, not ��• a truss system. Before use, the building designer must vedfy the appostairty s design parameters and properly lncorpsme Nis design into the overall ��-��•YYY buikMgdesign. BmWgindicatedistopmventbucklingof NdiAdualtmsswebanWw OoMmembersnnly. AdMoneltempouryandpmeranembracing MiTek' Is arre,required for stability and to prevent collapse wCh possible personal injury and prepedy damage. Forgeneslguldaswragardingthe flotation,storage, delivery,emdion and among oflssew and vusssysiees,see AN9t?Plf Quality Cdhde, DS"9 end BCS1 BuI/dfng Comparison! saw Parke East Blvd, Sel.rylnhrmetlon liodabl.fmm Thus. Plata lnetaute,218 N. Lee Street, S.A. 312 Ausend,ie, VA22314. Tampa, FL 36610 Job Truss Truss Type Dry Ply J37386-Golden Homes-Pauley Res. T16280060 J37386 A05 Hip 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Dec 6 2018 MTek Industries, Inc. Fill Feb 1513:05:00 2019 Page 1 ID:ylEb4zjucpOOwYxi?sFg9zku0unlxY0fWP98?NjBgZYkDTYOrOPVfZL02ET9N2g6zku X 1. 13 6-9-14 13-ti 20-10-12 27-2-2 29-0-0 ft3-13 6-9-14 636 7-9-8 + 6336 Mid Scale=1:50.6 Axis = Sx5 = 3x4 = 1x4 I 3x4 = 3x4 3x8 = 3x4 = 3x8 69-14 13-1-0 20-10.12 27-2-2 29-0-0 ~ &9-14 sas ago sas 1. t Plate Offsets (X,Y)- [4:0-5-4,0-2-0), [5:0.2-8,0.2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) cider Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.10 10-12 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 VerUCT) -0.21 10-12 >999 180 BCLL 0.0 ' Rep Stress Ina YES We 0.64 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 163 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1140IM-0, 8=1066/Ivlechanical Max Hoe 2=353(LC 7) Max Uplift 2=665(LC 8), 8=564(LC 8) Max Gray 2=1165(LC 13), 8=1066(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Raw at mitlpl 4-10 with 2x4 SP No.3 with 2 - 1 Dd (0.131"x3") nails and Gross brace spacing of 20-0-0 do. FORCES. (lb) -Max. CompJMax.Ten.-Allforces 250(lb) or less except when shown. TOP CHORD 23=1946/1012, 3-0-1403/813, 4-5-978/688, 5-6=1163/686, 6-7=598/364, 7-8=-1066/563 BOT CHORD 2-13=-826/1867, 12-13=826/1867, 10-12=-522/1313, 9-10=-220/535 WEBS 3-13=0/266, 3-12-642/407, 4-12=148/526, 4-10=-030/163, 5.10=0/256, 6-10=229/573, 6-9-7331460. 7-9=512/978 NOTES- 1) Unbalanced root live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 3=7511; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about Bs 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 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 vide will rn 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 beating plate capable of withstanding 100 It, uplift at joint(s) except (jt=1b) 2=665, 8=564. 9) This truss design requires that a minimum of 7116" structural mod sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 111 %`.0 .. A �q<e���i No 39380 S 0NA� etN % Thomas A Albanl PE No.39380 MITek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNING- Verity deaignpara .R. and READ NOTES ON MS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10N3AMIS BEFORE USE. Design valid roruse onlywith Mneketconnecio,s. Tilde design Is based only upon parameters shown. and is Toren I„eive l bolding companeN, not amess system. Before use, the building designer must venrythe spplrabilayof design parameters and properly Incorporate Ihb dedgn intothe overall bdidingdesign. Bracing indicated late prevent bedding of individual buss web andnronord members only, Mcdonaltemportryandpermanembecing MiTek- Is aMSV required be stabiley and to prevent collapse wth possible perwnal injuryand property damage. For genens guldance regarding line labtlreaan, sto(age, tlelivery,eretlion endbraWgo/imssm ant Wss rystama, see ANS44PH cuddly Crlretle, DSBA9 and BCS1 Building Camponent 0904 Palm Eon BNd. Sffielylnrannallaa avalabb hem Tmss Plain InMW..218 N. Lee Sheet Sod.312 Alexmdda, VA22314. Tampa. FL 36610 Job Truss Truss Type Dry Ply J37386-Golden Homes-Pauley Res. T16280061 J37386 ADS Hip 2 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 a 4x8 = 8.240 s Dee 6 2018 MiTek Industries. Inc. Fri Feb 15 13:05:012019 Page 1 4x8 = Scale-1:50.4 3x4 = 1x4 II 3x4 3x4 — , 3x4 = us 11 3xB = 51-12 11-14 1 " 'D 22-ID-12 i W &1-12 5.11-8 510.12 5.tf412 R1d F Plate Offsets (X.Y)— (4:0-5-4,0-2-01,16:0.54,0-2-01 LOADING (psl) SPACING- 2-0-0 Cat. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.11 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.1712-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.48 Horz(CT) 0.05 8 rda Na BCDL 10.0 Code FBC20177rP12014 Matrix -AS Weight: 164 lb FT=O% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1141/0-8-0, 8=1066/Mechanical Max Horz 2=314(LC 7) Max Uplift 2=656(LC 8), 8-564(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. CompitMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2032/1055, 34=1551/868, 4-5=1363/865, 5-6=1363/865, 6-7=1121/640, 7-8=1007/579 BOT CHORD 2-13=891/1855, 12-13=891/1855, lD-12=-592/1336, 9-10=406/932 WEBS 3-12=5741351, 4-12-105/390, 5-10=347/276, 6-10=313/645, 6-9=2551204, 7-9=417/961 NOTES- 1) Unbalanced root live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=758; L=34ft; eave=4ft; Cat. lit; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight 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 Tmss has been designed for a 10.0 old bottom chord live load nonconcurent with any other live loads. 6) • This Imes has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joinl(s) except (jt=lb) 2=666,8=564. 9) 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. 10) Waming: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. Z No 39380 trz i F ' •., • F1 ♦ /0NAk- Thomas A. Nbani PE ND.39380 MITek USA, Inc. FL Cert 6634 6904 Padre East Blvd. Tampa FL 33610 Date: February 15,2019 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE M1,7473 rev, 10103101E BEFORE USE. Design valid forum onlywM Mrek®cannectats. This design IS bases only upon parameters shown, and is for an IndiWual bulling component, net eewes myIt a Was system. Before use, the building designer mud verity the applcabiSy of dedmdesign N in paraeters and properly incorporate this ome mist buildin9design. Bracing indicated late prevent buckling of NdMdual Loss web andlorclmrd members one./ cNenaltempararyandpermaruel GaWg MiTek• Is always required for debility and to powers Nompse with possible personal lnjuyand properly damage. For genarel guidance regardin, the hammerer. storage, dellvery, ereGun and leafing of busses and buss systems, see ANSI?P/l Quality Creeds, DS9E9 and SCSI Bunning Component 6904 Parka East BNd. SaRylnyormeNen avalable from Tmss Pide InS1lWa, 218 N. Lee Sired, Suite 312. Nexandna, VA22314. Tampa, FL MID Job Truss Truss Type pry Ply Homes-Pauley Res. T76280062 J37386 A07 Hip 1 1 �J37386-Golden Job Reference (optional) coast I russ, rl. Pierce, hL 34a45 8.240 s Dec 6 2018 MiTek Industries, Inc. Fri Feb 15 13:05:012019 Page 1 ID:ylEb4zjucpOOwYxi7sFg9zku0u-GEVwE7%iwS7ELIFl5Rki4cOCovyS4rRNIJ7bCYzku_W 1113 4-9-14 9-1-0 17-0-0 24.10-12 29-0-0 Ft-3-13 1 4-9-14 438 740-12 1 7-00.12 4-0-0 -� Axe = Axe = Scale=1:51.0 3x4 4 3x4 = 3x4 = 3x4 = 3x6 II 3x8 = 9-1-0 17-0-0 24-10-12 29-0.0 9-1-0 1 7-10.12 I 7-10.12 41-0 Plate Offsets(X,Y�12:0-2-10,0-1-81,14:D-5-4,D-2-01,16:D-5-4,D-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) 6de6 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Ven(LL) -0.15 12-15 -999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Ven(CT) -0.3212-15 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.83 Hom(CT) 0.05 8 n/a nfa BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 1541b FT=0% LUMBER. TOP CHORD 20 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. REACTIONS. (Ib/sIze) 2=1140/0-8-0, 8=1066/Mechanical Max Horz 2=274(LC 7) Max Uplift 2=665(LC 8). 8=564(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 IN) or less except when shown. TOP CHORD 2-3=-1969/1068, 3-4-1711/932, 4-5=17G6/1022, 5-6=1706/1022, 6-7-989/571, 7-8=-1041/572 BOTCHORD 2-12=-899/1770,10.12=-671/1494,9-10=398/838 WEBS 3.12=-348/260, 4.12=70/413, 4-10=173/362, 5.10=-080/396, 6-10=539/1028, 6.9=-398/285, 7-9=459/992 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=4.2psh BCDL=3.0psf; h=15ft; B=75h; L=340; eave=4fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vedical left and right exposed; Lumber DOL=1.60 plate gdp 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 nonconcurrenl with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fa between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) except Ut=1b) 2=665, 8=564. 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. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 11%1111110111 .s A Z No 393BO i Q� ✓y41 ��it� •�OR��PC?���, •,�S'S�DIVA� % Thomas A. Alban! PE No.39380 MIFek USA. Inc. FL Celt 6634 6904 Palm Fast Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNING-Velifydesign parameters and READ NOTES ON THIS AND INCLUDED MREN REFERENCE PAGE M14r4)) rev. I0103R015 BEFORE USE. Design vald Mr use only with Mfl7ekZ moremal. Mrs design Is bared MN upon parameters shown, and Isla an IMIVIdual loo lg component, not ��• aces system. Before use, Die building designer most verify Die applIcabinly of deign parameters and proper InmryaMe Nis design Into th.cwmall ImIdingdeslgn. Brazing Mimed is to prevent buckling of MMdual miss web andla choral members ony. AMitbnM temporary and palmanentbracNg MiTek- IsaMayeU,IulUd far stebiliry, and to premix collapse with possible pereonal injury am! property damage. For general guidance reganing me fabrication, storage, delivery, erection and bracing oftmsses and trues systems, sae ANSM11 Gael wood.. DS"9 and BCSI Build/n9 Component 69W Parke East BIW. Safoorefdmlalion ameablefrem Tmss PlaminMdOe.218N.UeS ot,suAa312.NexmdM.VAM14. Tampa, FL 35610 Job Truss Truss Type Div Ply J37386-Golden Homes-Pauley Res. T16260063 J37366 A08 HaB Hip 1 1 Job Reference (Optional) test l:oast Iwas, YL Pierce. tL 39a4G 8.240 s Dec 6 2018 MITek Industries, Inc. Fn Feb 1513:05:02 2019 Scale = 1:51.0 _ 3x4 = eye 1x4 II 3x4 = 4x4 = 3 16 4 5 6 7 ax4 = 1.4 II site = 3iA _ 4x4 = area II ]-1-0 { 1457 I 21-7-13 I 29-0-0 i ]-1-0 743 7-2-7 7-43 Plate Offsets (X,Y)— 13:0-5-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Utl PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.19 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.28 9-11 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.70 Horz(CT) 0.06 8 The rda BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 1441b FT z:0 LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 8=1066/Mechanical, 2=1140/0-8-0 Max Harz 2=262(LC 7) Max Uplift 8=565(LC 8), 2=664(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpl 7-9 with 2x4 SP No.3 with 2 - 1 Od (0.131 W!') nails and cross brace spacing of 20-0-0 Go. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1921/987, 3-4=2208/1250, 4-6=2208/1250, 6-7=1686/974, 7-8=996/584 BOT CHORD 2-12=-803/1653, 11-12=-802/1660, 9-11=863/1686 WEBS 3-12=0/305, 3-11=322r726, 4-11=-412/330, 6.11=310/584, 6-9=670/480, 7-9=-969/1827 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wrnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst, BCDL=3.0psf; h=15ft; B=75ft; L=34ft; eave=4ft; Cal II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and fight exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1 SO 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 psf bottom chord live load nonconcument with any other live loads. 6) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding, 1001b uplift at joint(s) except (lt=lb) 8=565, 2=664. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. P:S� A I . I. . ,, j .;9.y'. No 39380 •,�S'`S1ONAtio Er1`%% Thomas A Albans PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNING -Verify design parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 104=015 BEFORE USE. Desgn valid for use ortir Mneulsommedon. Ws design is based only upon parameters Shown, and Is for an individual We" Component not 8 MUSS system. Before use, the bw g designer must very Me apptifabiry of design parameters and property mwrporme Nu design Into the overall f•� buildingdeslgn. Beloing fraMuded isle proved building oNndrvidual Uussweb MyRachoN members only. AddSicnaltempomryarMpennmendbraGng Wek- isaMaysresultedfornabllityandtopreventcollapsewlgrprssibltpresentsin)uryand property damage. For general gakence regarding the fabrication. Morage,Uelivery, ereceonandbracing ofbusses anilmeasystems,see ANSgrpN Quality CAteda, 06649 and SCSI Building Component 6904 Parke East BM. Safmylnfomlerlon evagablehrm Truss RMelnMW e.218N.UoVmd,Bud03l2Alemddd,VA32314. Tampa. FL 36810 Job Truss Truss Type Gty Ply J37315B-Golden Homes-Pauley Res. T16280064 J37386 A09G Half Hip Girder 1 1 Job Reference (optional) Axe = RM 3.4 = 4x4 = 1x4 II u.z4u s uec b zmu Mn ex Inc. Frl teb 1b 13:ub:032019 Pagel Scale = 151.0 4x4 = 3x8 = 30 31 " 32 33 "34 13 35 SO 37 38 39 10 34 = 1.4 II 4x4 3x81018SHS = 4x4 = 3x8 = 3x8 II 3x8 = 5-1-0 i 9-17-11k 14A-5 I 79-0-15 24-1-10 2900 1 Plate Offsets (X,Y)- 13:0-5.4,0-2-01. 15:0-2-O,Edge1 111:0-3-80.1-8) LOADING (psq SPACING- 2-0-0 CSI. DEFL. in (loc) VdeD Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Ven(LL) 0.53 14 >658 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Ven(CT) -0.6514-15 >535 180 M18SHS 244/190 BCLL 0.0 Rep Stress Ina NO WE 0.96 Horz(CT) 0.12 10 ma rha BCDL 10.0 Code FBC2017/-rP12014 Matrix -MS Weight: 1471b FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2'Except' TOP CHORD 3-5: 2x4 SP No.1 BOT CHORD 20 SP No.1 BOT CHORD WEBS 2x4 SP No.3 *Except* 3-15,4-14,7-14,8-12,9-11: 2x4 SP No.2 REACTIONS. (Ib/size) 10=1788/Mechanical, 2=1813/O-B-0 Max Horz 2=195(LC 7) Max Uplift 10=-1106(LC 8), 2=1146(LC 8) Max Grav 10=1788(LC 1), 2=1850(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-3529/2085, 34=-4725/2948, 4-6=5133/3221, 6-7=5133/3221, 7-8=4515/2856, 8-9=2861/1823, 9-10=1709/1105 BOT CHORD 2-16=1850/3156, 15-16=-1853/3176, 14-15=2833/4752, 12-14=2769/4538, 11-12=1770/2860 WEBS 3-16=61/400, 3-15=1170/1875, 4-15=692/559, 4-14=330/503, 6-14=-392/363, 7-14=-417/710, 7-12=738/575, e-12=1179/1917, 8-11=1355/973, 9-11=1983/3197 Structural wood sheathing directly applied or 1-11-3 oc purling, except and verticals. Rigid ceiling directly applied or 3-8-15 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=75ft; L=34ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water bonding. 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 pat bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=1106,2=1146. ;ontinued on Made 2 %% 0. .......... No 39380 ' Off: F • '•<1JJ . < 0 R111 •,fS'S�0NA Thomas A Albani PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 15.2019 WARNING Verify designparamefers antl READ NOTES ON THIS AND INCLUDED WEN REFERENCEPAGE MIIJ473 rev. 10/03/2015 BEFORE USE. Design valid kruse onlywith MiTeblloonneGlom. This design is based onty upon parameters shown, and is bran IMiMdualWomb component no ��- a Mass system. Before use, the building designer must Merry We eppgcablRyofdedgt parameters and popery inwryoram 013 design into the overall ��-��•YYY building Eesign. Bracing indicated is to powers hucki a inchidualtkss web Storm Nord members only. Mcdonnell temporary and puneraorn bracing M!Tek' is always re,ulredhr stabilay and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricated. storage. delivery,erection and bidding of tresses and buss systems,see ANSYTF/l QUO1 yCrftedd, DSB4i9 and SCSI Building Component 5904 Parke East BAN. Sidefylnfmmadon availabbfrom Truss PIMelnAR te,218N.Lee O,Sube3M2,Alemndd.VA22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply J37386-Golden Homes-Pauley Res. T16280064 J37386 A09G Half Hip Girder 1 1 J bRf (optional) East Coast Truss, Ft Pierce, FL 34945 8.240 a Dec 6 2018 MITek Industries, Inc. Fri Feb 1513:05:04 2019 Page 2 ID:y1Eb4zjucpDOcoVai7sFg9zku0ugpA3slZwDNVpCI KnZIPiEDfd7w1HA5pOHMGptzku_T NOTES- 10) Hangers) or other connection devices) shall be provided sufficient to support concentrated load(s) 178 Ib down and 245 It, up at 5.1-4, 137 lb dam and 130 Ib up at 7-2-0, 1371b doom and 130 Ib up at 9-2-0, 137 lb down and 130111 up at 11-2-0, 137 lb down and 1301b up at 13-2-0, 137 lb down and 130 lb up at 15-2-0, 137 Ib down and 130 to up at 17-2-0, 137 lb down and 130 Ib up at 19-2-0, 137 lb dawn and 130 Ito up at 21-2-0, 137 fib down and 130 lb up at 23-2-0. and 137 Its dam and 130 lb up at 25-2-0, and 137 ID doom and 130 he up at 27-2-0 on top chord, and 237 lb down and 1071b up at 5.1-4. 50 lb down and 18 lb up at 7-2-0. 50 Ib down and 18 Ib up at 9-2-0, 50111 down and 18 lb up at 11-2-0, 501b doom and 18 lip up at 13-2-0, 50 I6 down and 18 Ib up at 15-2-0. 50 lb down and 18 lb up at 17-2-0, 50 lb down and 18 lb up at 19-2-0, 50 Ib down and 18 Ib up at 21-2-0, 50 Ib down and 18 Ito up at 23-2-0, and 50 Ib dawn and 18 lb up at 25-2-0. and 50 Ib down and 18 lb up at 27-2-0 on bottom chord. The desi9Nselection of such connection device(s) is the responsibility of others. 11) Wanting: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(5) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Inmase=1.25 Uniform Loads (pq Vert: 1-3=54, 3-9=54, 10-17=-20 Concentrated Loads (III) Vert: 3=69(F) 5=64(F) 16=191(F) 7=64(F) 12=-39(F) 20=64(F) 21=Eul fl 22=64(F) 24=64(17) 25=64(F) 26=64(F) 27=-64(F) 28=64(F) 29=64(F) 30=-39(F) 31=-39(F) 32=39(F) 33=39(F) 34=39(F) 35=39(F) 36=39(F) 37=-39(F) 38=39(F) 39=39(17) ®WARNING. Verify tle5i9n parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 140-7473 rev. IOM34WIS BEFORE USE. Design valid mr use ony with MDek®connectu t. Tbis design is based any upon parmetere shaven, and is for an Individual building component not a Was system Before use. the building designer must verify tAa apphadnity of deep parameters and propery Ncoryarate this design into me overall bakfingdesign. Brecingindicated ialopreventburkling Mindihdual WsawdeandforrJroNmembee,ony.Additionaltemporaryandprm eanentbracing {tp M)Tek* is always required for subildy and to prevent collapse with possible peraorul injuryand propedydamage. Forgenendquidanceregardingthe fabdcatl0n, atongge,delivery, erection and bracing of Wsses and bass eyatems,a" ANSUIPN quality Cdteda, DS"9 and SCSI Bidding Component 312. 6904Partx East BAN. Safte,hfors so available Oam Toss Pie. Insurers. 218 N. Lee Ernest, Suite Aleannerla, VA22314, Tampa,R 36610 Truss Type Ory Ply J37366-Golden Homes-Pauley Res.T16280065 ralb-381 A10 Roof Special 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL Milou 44 = 8,240 s Dec 6 2018 MTek lvA Inc. Fri Feb 1513:05:04 2019 Page 1 Santa =151.4 11 3x4 = 3x4 — 3x4 = 3x4 = 3xe = 3x4 = site 7G3 12-1 l2 16-10-12 2412:12 29-0-0 ]b3 Sb9 I 600 Plate Offsets (X,Y)— 15:0.5-0,0-2-01, j7:0-5d,0-2-01 LOADING (par) SPACING- 2-0.0 CSI. DEFL. in (loc) Odell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.14 11-13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.2011-13 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.51 Horz(CT) 0.06 9 n/a me BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 1651b FT=0% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. fib/size) 2=1141/0-8-0, 9=1066/Mechanical Max Hoe 2=311(LC 7) Max Uplift 2=666(1_C 8), 9=564(LC 8) BRACING- TOPCHORD Structural mod sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1956/1045, 3-0=-1815/1035, 4-5=1905/1149, 56=1561/944, 6-7=l661/944, 7-B=-976/56B, 8-9=1031/574 BOT CHORD 2-14=-870/1760, 13-14=-591/1317, 11-13=770/1667, 10-11=386/820 WEBS 3-14=-345/296, 4-14=-254/516, 4-13=616/1095, 5-13=924/610, 6-11=368/309, 7-11=-498/935, 7-10=-412/270, 8-10= 446/961 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu8=160mph (3-sewnd gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.0psf; h=15ft; B=75ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; M WFRS (directional); cantilever left and right exposed ; end vertical left and fight 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 truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to tmss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) except Ut=lb) 2=666,9=564. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) Is always required. IIIIII11111 S A ENA�e�4 %���. ��G No 39380 sS11111 NA11 0"'t"l,%`, Thomas A. Albarll PE No.39380 MRak USA, Inc. FL Cart 6634 6904 Parlor East Blvd. Tampa R.33610 Date: February 15,2019 ® WARNING -Verily design pammerersanCREAO NOTES ON THIS Al. INCLUOEOMITER REFERENCFPA13E51II-7473res. IOVV2015 BEFORE USE. Design Vital for use only wah M701a connectors. This design is b0a eel only upon parameters shown, end Is for an individual buildag component, not �!' !�` a truss system. Before use, the boiling designer mud wriye epplicabitiy of design parameters and pmpedy Noorporate Nis design into the oWrse bwidingdedgn.Bracing indicated is to prevent gambling of individual mass web error chord members Only. Additional temporary and permanent bracing MiTele is atways required for dabiay and to prevent collapse with possible personal injury and property damage. Forgeneralguidaxeregamingthe fabrication, dorege, delivery, erection and bracing of busses antl buss systems, see ANSaPl1 Dually aNuda, DS"9 and SCSI Building Component 6904 Puke East BIM. Saretyln/OlmenOn avapeble from Truss Pime InsIDae.218 N. Lee Shed. Suite 312, Alexandria, VA22314. Tampa. FL 36610 Job Truss Truss Type Dry Ply 137386-Goiden Homes-Pauley Res. T16280066 J37386 All Roof Special 7 1 Job Reference (optional) East Coast Truss, Ft. Pianos, FL 34946 4x4 = 8.24D s Dec 6 2018 MiTek Industries. Inc Fri Feb 1513:05:05 2019 Sees =1:51.4 3x4 3x4 = 3x4 = Salo = 3x6 = 3x4 = Plate Offsets (X,Y)- [5:0-5-4,0-2-01 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (lot) ydeff L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.20 11 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.3311-12 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.76 Hoa(CT) 0.06 8 n/a Na BCDL 10.0 Code FBC2017fTP12014 Matrix -AS Weight: 152111 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 midpt 7-9 with 2x4 SP No.3 with 2 - 10d (0.131"x3") nails and cress brace spacing of 2D-0-0 Do. REACTIONS. (III/size) 8=1066/Mechanical, 2=1141/0-8-0 Max Horz 2=339(LC 7) Max Uplift 8=565(LC 8), 2=665(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -Aft forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1962fl04l, 34=182111031.4-5=251911459, 5.6=16441954.6-7=16441954, 7-8=-998/583 BOT CHORD 2-12=-876/1823, 11-12=599/1329, 9-11=1061/2171 WEBS 3-12=-341/295,4-12=-248/585,4-11=856/1533,5-11=1100/736,5-9=-626/299, 6-9=-425/364, 7-9=959/1802 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=4.2psf, BCDL=3.Opsf; h=15ft; B=75ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight 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 fora plus or minus 0 degree rotation about its center. 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 20.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=10.Opsf. 7) Refer to girder(s) for truss to truss tonne Wons. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) except (jl=1b) 8=565, 2=665. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. No 39330 �T % E��• Thomas A. Aff and PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNING-ymlly d1.1 panmernS and READ NOTES ON TMSAND INCLUDED MITEK REFERENCE PAGEMID7473ra. 111/0I12015eEFOREUSE. �■� Design,eefor usa onu wM Mbdfdmg M Tau tlesign a pppil only upon pare antl a far Intlivl WJting nM Meiepp�rass parametershe t n "a Meth, a Was rystem. BBraci use, the bailtl' Signer an in reta this design avo Me overall ens and pmpe6yd tlewml +pa bmusr g offy webty o medal Chord m Innal eN MaWg Mass web mutual NoNmedamage. ismprent We, gh antling MiTek negnuxiforgintlyandated oslWtluel Is Collapse Forgeneudgldame the Is etweya reauvatl for atapilily and m prevent collapse coact possible personal Inpayantl property damage. Fer generalula, andS0e D 8r 9 lapdcagoa, atoaga, tlearx,18 veer AN3VAM1VBull dellry Cdbde, OSBA6entl BGSl Building Compononf 69W Parke East BNtl. TnIss RarJnglitue, 218N. ea Stmetema,sae Sderylnlormeflan ava6aple earn Trvsa Pine InstaNe, 21a N. Lee erreet, Suite 31a. AlexanMa, VA 22314. Tampa. FL 36610 Job Truss Truss Type Dry Ply J3738SGoltlan Moines-Pauley Res. T1628DO57 J37386 Al2G Roof Special Girder 1 1 Job Reference o lional East Coast Truss, FL Pierce, FL 34946 44 11 8.240 s Dec 6 2018 MTek Industries, Inc. Fri Feb 1513:05:06 2019 Scale -1:52.3 3x4 3x4 4x8M18SHS = ex12 = Special Special 3x10 M18SHS = 4xe = 2x4 II HUS26 Special 7-&3 14513 18-10.12 22-0.12 29-0-0 7E3 ANN I 2-4-15 I 5.2-0 R113 Plate Offsets(X,V)- 15:0-5-4,0.3-01,19:0-2.12,0-0-01 LOADING (psp SPACING- 2-0-0 CS1. DEFL. in (loc) Odell Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.36 9-10 >972 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.47 9-10 >732 180 M18SHS 2441190 BOLL 0.0 ' Rep Stress [nor NO WB 1.00 Horz(CT) 0.08 8 n/a Na BCDL 10.0 Code FBC20171TPI2014 Mainx-MS Weight: 1591In FT=0 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x4 SP NoA, 5.7: 2x4 SP 270OF 2.2E BOTCHORD 2x4 SP No.1*Except• 8-11: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except' 7-9: 2x4 SP No.2 REACTIONS. (III/size) 8=1957/Mechanical, 2-1368/0.8-0 Max Horz 2=307(LC 24) Max Uplift 8=1125(LC B), 2=802(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid Ceiling directly applied or4-0-10 oe bracing. WEBS 1Row at midpt 7-9 with 2x4 SP No.3 with 2. 10d (0.131"x3) nails and cross brace spacing of 20-0-0 Do. FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2J=-2473/1344, 34=2321/1335, 4-5=3246/1841, 5b�4265/2463, 6-7-426512463, 7-8=-1811/1109 BOT CHORD 2-13=-1140/2164, 12-13=-856/1764, 10-12=-2405/4411, 9-10=2406/4416 WEBS 3-13=349/296, 4.13=251/547, 4-12=1118/2031, 5-12=2305/1404, 5-9=939/948, 6-9=-465/440, 7-9=2483/4424 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=4.2ps1; BCDL=3.Opsf; h=15ft; B=75ft; L=34ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 pst bottom chord live load nonconcurrent with any other live loads. 7) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss Connections. 9) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100111 uplift at jo[nt(s) except Ot=lb) 8=1125,2=802. 10) Use USP HUS26 (With 14-16d nails into Girder S 6-16d nails Into Truss) or equivalent at 22-0-121rom the left end to Connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in Contact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 137111 down and 130 lb up at 23-10-9. and 13711D down and 130111 up at 25-2-9, and 137111 down and 130111 up at 27-2-9 on top chord, and 501b down and 18 lb up at 23-10-9, and 50111 down and 18 Ib up at 25-2-9. and 50111 down and 18111 up at 27.2.9 on bottom chord. The design/selection of such Connection device(s) is the responsibility ofothers. 13) Waring: Additional permanent and stability bracing for truss system (not part of this component design) is always required. ,`,,,0PS1 A.1�� �.`% 0. '.GENS' eq'L'9 No 39380 i * 3 vN Thomas A. Aibanl PE No.39380 M1rek USA, Inc. FL Cart 6634 6904 Parker East Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNING -Verily tlssign panme(en antl AFAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml47473mv. I"34015BEFORE USE. Design valid for use only with Made Connectors. Tills design Is based Myupon parameters somen, and Is for an Individual b,utding component net ��' Wss system. Before use, the building designer must very the Vpfleabiidy Done, parameters and properly Incorporate Nis design into the wemu buirmadesign. Bracing Indicated is to provent buckling of individual truss web Another enord members only. Mciflonallempomryandpeenanent Macing MiTeW Is axvays re9ulred for stabildy andlo Prevent ectiapse with possible personal Injury and property damage. For genera guidance regaining the fabrication, Morage,delivery, creation and loading ofbusses and Was systems. see ANSIMPI1quality CBede, DSB89 and SCSI Bulldfng Component 6904 Parke Easl BIM. Sefotyinrormmion evaJable ham Tmv PIMA InatkNe, 218 N. Lee SbeeL Guile 312. Alaxandda, VA 22314. Tampa, FL MO Job Truss Truss Type Oty Ply J37386-Golden Homes-Pauley Res. T16280067 J37386 Al2G Roof Special Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34945 8.240 s Dec 6 2018 MiTek Industries, Inc. Fri Feb 1513.05:06 2019 Page 2 ID:ylEb4zjucp00wYxi7sFg9zku0u<BlpHibAl_IXS37iu_KtnfS fwcgl3z6rbrMumzku_R LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Incease=1.25 Uniform Loads (plf) Vert: 1-4=54, 4-5=54, 5-7=54, 8-14=20 Concentrated Loads (Ib) Vert: 9=-809(B) 17=64(B) 18=-64(13) 19=64(B) 20=39(B) 21=39(13) 22=39(B) ®WARNING-Vertry de i1n1rwn.rers antl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIN473,F, INB3/3015 BEFORE USE. Design wild for use only with MTeM connectors. Ms design is based only upon parameters shown, and Is fla an IMMdual buedlg componem, no � a WU Sydem. Safine us, the building designer mud wedythe appgcabeeyefdesgn pammetem and pmpedy imao,ante Nis daslgn me in. overall -�Y■ buidingdeslgn. Bracing indicated is to prevent bucking oflntlMdk dualtans web anrclom members ony. Addebnal tempmq and ounamem bracing MiTek' Is always required for stebilfty and to prevent collapse with possible personal injuryand property damage. Forgeneralguldanceregamingthe f8bAomon, morage,delivery.emWon and brBGng ofiNSYs and WSS Systems. we ANSVTPH Quality Oman, DSBA9 and SCSI Building Component 6904 Pads East Bbd. Safoylaformefl m a ridable f se Tluss Plata Institute, 21e N. Lea Street. Suite 31; Atex mUmI VA 22314. Tampa, FL MID Job Truss Truss Type Oty Ply 137386-Golden Homes-Pauley Res, T16280068 J373B6 A13 Common 2 1 Job Reference (optional) truss, Ft. Pierce, FL ZPIM 4x4 = Dec 6 2018 MTek Industries, Inc. Fri Feb 15 13:05:07 2019 Page 1 $.Is=139.4 3x4 = 3x4 = 3x4 = 3x4 = LOADING (psry SPACING- 2-0-0 CSI. DEFL. in (lee) Mail Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.09 7-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.16 7-12 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.22 Horz(CT) 0.04 6 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 1001b FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=812/Mechanical, 2=88B/D-e-0 Max Hom 2=238(LC 7) Max Uplift 6=428(LC 8), 2=533(LC 8) FORCES. (Ib) - Mail. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-14027751, 3-4=-1260/741, 4-5=1269/756, 5-6=-141lf766 BOT CHORD 2-9=-585/1266, 7-9=296/813, 6-7=602/1232 WEBS 4-7=-269/550, 6-7=361/306, 4-9=247/537, 3.9=.354/295 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=4.2psf; BCDL=3DpsY h=15ft; B=75ft; L=34111; eave=oft; 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) This Was has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for loss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (j1=lb) 6=428,2=533. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. i$ AI q4' ee�i �GEN3 .0 F No 39380 <C/44/ '� Thames A Alberti PE No.39380 MfFek U6A Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNING -VVlf, atargn Oa2melera and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M114473 rev. faNL1015 BEFORE USE. Design valid for use only with hl oonnectars. This design Is based only upon parameters shown, and is for an indandual Wilding component, not a toss system. Before use, the building designer must vend the apptiwbildy of design pars omers and pepedy incoryorate this design Me me overall bulldingdeslgn.Bra glndiwtedistopreventbur gONdMdoaltmsswebanWorOoNmembemony.AdditicnalfimporaryandpermanuMbracing MiTek' Is always required for stability and to prevent collapse edi possible personal Njuryind property damage. Forgenerdg.temouregaldingthe fabricator. stooge, delivery, erection and among oftermes and was systems,see ANSUTPIf DuaIKy CNreda, DIEF89 end BCSI Building Component 6906 Parke East add. Seferylnfdrmerlon available fmm Truss Plate InMKWe, 21a N. Lee SVeet, Bode 31Z Alexandria, VAM14. Tampa, FL 36610 Job Res.T76280069J37386 �Twss�rwss]Fly�13731��Go.ld.n East Coast Truss, Ft. Pierce, FL 34946 4x4 = 8.240s Dec 62018MTek Industries, Inc. Fn Feb 1513:05:072D19 Pagel Scale=140.6 �a 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 SCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017riP12014 CSI. TC 0.33 BC 0.86 WB 0.27 Matra -AS DEFL. in Vert(LL) -0.23 Vert(CT) -0.28 Hom(CT) 0.04 (toe) Udeft Ud 8-10 >999 240 8-10 >931 180 fi We me PLATES GRIP MT20 244/190 Weight: 1021b FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing directly applied. BOTCHORD 2x4 SP No.1 BOTCHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (Rdsize) 2=886/0.8-0, 6=886/D-8-0 Max Horz 2=245(LC 7) Max Uplift 2=-530(LC 8), 6=530(LC 8) Max Grav 2=1002(LC 13), 6=1002(LC 14) FORCES. (lb) - Mu. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1665/743, 3-4=-1530/734, 4-5=1530/734, 5.6=.1665/743 BOTCHORD 2-10=523/1607, 8-10=-233/1039, 6-8=523/1424 WEBS 4-8=-248r730, 5-8=336/294, 4-10=248/730, 3-10=-336/294 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=75fl; L=34ft; eave=4ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. , PS 1 A 4) This truss has been designed for a 10.0 par bottom chord live load noncencument with any other live loads. �%BOA 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,� 011f1 • S' will fit between the bottom chord and any other members. `O�� . G E N • 92 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoinl(s) except 0t=1b) �- F•'•• / �i 2=530, 6=530. 7)Load easels) 2, 12, 13. 14, 15. 16. 19. 20 has/have been modified. Building designer must review loads to verify that they are coned NO 39380 for the intended use of this truss. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum — sheetrock be applied directly to the bottom chord. -0 9) Warding: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. O:•.• �14, LOAD CASES) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 �i \' •''•. 0 R �•'' Uniform Loads (pit) ��'O SRO N AL �,N ` Vert: 14=64, 4-7=54, 11-14=-20 I'<«I N Ak—�"` 2) Dead +0.75 Roof Live (balanced) + 0.75 Attic Floor. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Thomas A Alban] PE No.39380 Vert: 14=44, 4-7=44, 10.11=.20, 8-10=65, 8-14=-20 MITek USA, Inc. FL Cott 6634 12) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 6904 Parke Fast Blvd. Tampa R. 33610 Date: February 15,2019 Continued on Does 2 ®WARNING -Veriry design Panmelgs and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MII-7473 ree. 10N3/2015 BEFORE USE. Design valid for use onlywim MRekW connectors. This design is based only upon parameters shown, and Is for an ind!V dUg thudug component, not a Wes system. Before use, Me building designer mug Verity the SePliostiBy of design pammgers and pmpedy bldearpmte 0ls design Me the owall Gwldingdesign. Bracing Indicated isto prevent buckling M hdiVdualtmss web andlor chord members only. Additional temporary and permanent bracing Mffek' is WeSsys required for Stability and to prevent exhausts with possible persorml hjWwd property damage. Forgeneralguldanceneggringthe fabrication, storage. dgiivery,erection and Imaging oftrus62s and Mesa systems, see ANSI?Plf Duality Camara, DSB419 and SCSI Sullmng Component 6904 Radius, East Blvd. Seletylndernamon awUblefrom Trues PlMelnMWe,218N.Led SI M,Sube312.Nexandda,VA22314. Temp., FL 36610 Truss Truss Type Res. T16280069 ;Job 86 14 Common �Qtyply�137386-00.1d.ol East Coast t russ, rt. Pierce, FL 34946 8.240 s Dec 6 2018 MTek industries, Inc. Fri Feb 1513:D5:07 2019 Page 2 ID:ylEb4zjucpOOcoVzi7sFg9zkuQu-4Ns6U2boWItO3DivSiriKteGfKzJThXG4F"QCzku Q LOAD CASE(S) Standard Unicorn Loads (pit) Vert: 1-4=14, 4-7-14, 10.11=20, 8-10=-80, 8-14=20 13) Dead +0.75 Roof Live (bal.) +0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2-52, 2-4=60, 4-6=30, 6-7=22, 10.11=20, 8-10=65, 8-14=20 Horz: 1-2=8, 2-4=16, 4-6=14, 6-7=22 14) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Ind) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=30, 4-6=60; 6-7=52, 10.11=-20; 8-10=-65, 8.14-20 Horz: 1-2=22, 2-4=14, 4-6=16, 6-7=8 15) Dead +0.76 Roof Live (bal.)+0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Intl 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 24=45, 4-6=-45, 6-7=37, 10-11=-20, 8-10=-65, 8-14=20 Horz: 1-2=7, 24=1, 4-6=1, 6-7=7 16) Dead +0.75 Roof Live (baIJ+0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Intl 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=37, 2-4=45, 4-6=45, 6-7=37, 1D-11=20, 8-10=-65, 8-14=20 Harz: 1-2=7, 2-4=1, 4-6=1, 6-7=7 19) 3rd Dead +0.75 Roof Live (unbalanced) +0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Undorn Loads (pill, Vert: 1-4=44, 4-7-14, 10-11=-20, 8-10=65, 8-14=20 20) 4th Dead + 0.75 Roof Live (unbalanced) +0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1 4=14. 4-7=44, 10-11=-20, 8-10=65, 8-14=20 ® WARNING -Verify design Pa nuns and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 1610312016 BEFORE USE. Design valid An use only with MTeM connectom. This design is based ony upon parameters shown, and is for an PIMI oal bulling component, net motatruss system. Before use, the building designer must ventythe applicability of desgn parameters and properlyNcoryoatefiis design into the overall buildingdesign. Bourg Indicated is to prevent buckling of adiAdual tress web andke chord members any. ASiftemaltemporaryandpermanentbacing M!Tek' 7 Is arrays required for5abiley and to prevent co0apsa with possible personal injuryand property damage. For geneml guidanceregarding the fabnrabon, storage, Stil ry, erection and bating oflrosses am inns systems,see ANSUTPH Dually Canada, DSB49 Bad SCSI Building Component 6984 Parke Eau Blvd. Sa/efylnlormatiOn aWflable Prom TmS$Plata InsW e,218NLee Sl O.Suite312Aleaandda,VA22314. Tampa. FL Slaw Job Truss Truss Type Qty Ply J37366-Golden Homes-Pauley Res. T16280070 J37386 A15 Hip 1 1 Job Ref(optional) East Coast puss, Fi. rience, FL aysAo 8.240 s Dec 6 2018 MITek Industries, Inc. Fri Feb 1513:05:08 2019 Page 1 ID:ylEb4yucpOOc0Yxi?sFggzkuQu-YaQaiOcQHb?FhNH50PMLt4APOkMJCA4PJvKTyerku P 14-o a9-14 9-14 1z-10-1z 17-2.2 zz4i0 z3-0n ih0 4-s44 a-3.5 I a-94i 4-3L 4-9-14 14a ' Scale =1:40.2 4x4 = 4x8 = q 44 = 3x8 = 3A = 3x4 = 4x4 = Plate Offsets (X,Y)— [5:D-5-0,0-2-0] LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.16 10-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.3310-17 >793 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.19 Hoa(CT) 0.04 7 nla Na BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 109 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=886/0-8-0, 7=886/0-8-0 Max Horz 2=208(LC 6) Max Uplift 2=-530(LC 8), 7=530(LC 8) BRACING. TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-1413/777, 3-4=-1132/625, 4-5=966/612, 5-6=1132/625, 6-7=1413F777 BOT CHORD 2-11=564/1295, 10.11=312/965, 7-10=-564/1246 WEBS 311=382/287, 4-11=-96/322, 5-10=96/322, 6-10=384/287 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=4.2psf, BCDL=3.Opsf, h=15ft; B=75ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.6D 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=530, 7=530. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/7 gypsum sheetrock be applied directly to the bottom chord. 9) Warding: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 011111111111111, No 39380 , Wo 11111111110 Thomas A Albans PE Na39380 Mtiek USA, Inc. FL Cent 6634 6904 Parke East Bid. Tampa FL 33610 Date: February 15,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7471 rev. In/OL2 nif BEFORE USE. Design valid for use on"Ith Nimek®connMom. This design is based onty upon parameters shoen. and Is for an Ind'Mdual building component, not a tm$S system. Bafore use, the bidding designer mud verify the applicability of design parameters and propertyIncorporate Nis design Into the mead buildingdesign. Bracing indicated is to present buekring ofirchdual Mass web maser mad members only. Addhismitempoaryandpelmmembricing Wek' 7 is always requbed for Mobility and to praised wRapse with posdble personal Diary and property damage. For general guidance regarding Me fabdwtlon,staaga, Wilsey. election and bracing ofausess and good systems,see ANSVTPU Quality Odteda, DSBa9 and Bad Building Component 6901 Parke East Blvd. Sarelghtlormatlon available Uom Truss Plan InMkde, 218 N. Lee Street, Sab8 312, AlexandM. VA22314. Tampa, FL 36510 Job T1uss Truss Type pty Ply J37386-Golden Homes-Pauley Res. T16280071 J37386 A16 Hip 1 1 Job Ref(optional) cos wasr ncas, r,. rieme, 11'Idvo 5.24D s Dec 6 2015 MITek Industries, Inc. Fri Feb 1513:05:09 2019 Page 1 ID:ylE1b4zjucp0OcoYxi?sFg9zku0u-1 myvkd22v76JWsHZ7taPIjac8knxdpYXZ30U52kV O -1-40 7-1-0 11-0-0 1410-12 22-0-0 23-0-0 1-00 7-1-4 F10-12 3-10-12 MIA 4x6 = 3x4 4 16 Scale =1:40.2 4x6 = I$ 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC20177TPI2014 CSI. TC 0.50 BC 0.54 We 0.12 Matrix -AS DEFL. in Vert(LL) 0.12 Vert(CT) -0.17 Honl 0.04 (loc) Vde0 L/d 8-16 -999 240 8-16 >999 180 6 Ida Na PLATES GRIP MT20 244/190 Weight: 97111 FT=0% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP'CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP ND.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=886/0-8-0, 6=886/0.8-0 Max Harz 2=168(LC 7) Max Uplift 2=530(LC 8), 6=530(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All tomes 250 (Ib) Or less except when shown. TOP CHORD 2-3=-1347/680, 3-0=1148/687, 4-5=1148/687, 5-6=1347/680 BOT CHORD 2-10=-440/1138, 8-10=-498/1226, 6.8=-440/1138 WEBS 3-10=59/319, 5-8=59/319 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=4.2psf; BCDL=3.Opsf; h=15ft; B=75ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. I "npS 1 5) This truss has been designed for a 10.0 pat bottom chord live load noncencerrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-D-0 wide ��`' �1� ♦� A. q1 I, firs will fit between the bottom chord and any other members. ♦♦ Otv ♦ •E N • • •• '9 ♦? 7) Provide mechanical Connection (by others) of truss to bearing capable of withstanding 1001b uplift at except ••�-�G `SF•••2/ �i plate joint(s) (jt=1b) 2=530,6=530. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112"gypsum NO 39380 sheetrock be applied directly to the bottom chord. TF 9) Warning: Additional permanent and stability brecing for truss system (not part of this component design) is always required. — �� 11 0�. P O R `V N % •,�S'&/ONAt- E��O• Thomas A. Albans PE No.39380 MITek USA. Inc ft Cert 6634 6904 Paden East Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNING- Vetlrx cmaign paramet.a .d READ NOTES ON THIS AND INCLUDED,WTEK REFERENCE PAGE MII-7473 re¢ 10MV2015 BEFORE USE. �e Design valid for use enywbh Made wnnEclOrs. This design is based mly upon paremends strewn, and is fix en li aidual budding cowemant, nor a Wsa syslem.Berore use, site Build'rug designer must vedNeepptica EyOdesignp mmetemwdpmpe,ly Nwrporate Nfsde4gninto Neav mil -•Y bulldingdesign. Bracing LMirsed is to prewnl budding ely dMdual buss web amber chord members only. Minimal temporary and pionaned bracing MITOW Is always required for stabildy and to preverd weapon web possible personal Injury and property damage. For general guidance regardllg the fabdwlion. werage, deMery, emblem and brodng onnines and rise Systems. see ANSITTPH Quality Woods. DS949ead SCSI Building Component 6904 Parke Easl BNd. aeMtylnbrmRlon avabbbfrom Tmsa PlatelnMROa.21a N.Leaabee45ude3iZNeundria,VA22314. Tampa. FL 36810 Job Truss Truss Type Div Ply J37386-Golden Homes-Pauley Res. T76280072 J37386 A17G Hip Gird., 1 1 Job Reference (optional) Truss, Ft. Pierce, FL 3 W(3 8.240 s Dee 6 2018 MTek Industries, Inc. Fri Feb 1513:05:10 2019 Page 1 Scale-1:402 4x8 = 20 21 22 23 24 25 418 = 3x4 = 3x4 = Us = 4x4 = 3x4 _ 3x4 = b1-0 11L-0 16-10.12 22-0-0 5-1-0 1 91I 12 5-10-12 1 5-14 t Plate Offsets (X.Y)- (4:0-5-4,0-2-01, 16:0-5-4,0-2-0) LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Odeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.23 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.3012-13 >888 180 BCLL 0.0 ' Rep Suess Ina NO WB 0.49 Horz(CT) 0.08 8 n1a Na BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 108 lb FT z:0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1404/0-8-0, 8=1404/0-8-0 Max Horz 2=129(LC 7) Max Uplift 2=886(LC 8), 8=886(LC 8) Max Grav 2=1439(LC 29), 8=1439(LC 30) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6.3-10 oc bracing. FORCES. (Ib) - Max. CompJMax. Ten. -Ali forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2683/1543, 3-0=2604/1528, 4-5=3246f2017, 5b=3246/2017, 6-7-2605/1528, 7-8=-2685/1543 BOT CHORD 2-13=-1259/2439, 12-13=1246/2413, 10-12-12242334, 8-10=12572345 WEBS 4-13=-76/438,4-12=-6601l049,5-12=580/540,6-12=661/1049, 6-10=76/438 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3,Opsf; h=15ft; B=75ft; L=34ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide Will Ol between the bottom chord and any other members. 7) Provide mechanical Connection (by others) or truss to bearing plate Capable of withstanding 100 lb uplift atjoint(s) except (p=lb) 2=886,8=886. 8) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 178 lb down and 245 Ib up at 5-1-4. 13710 dawn and 130 lb up at 7-2-0, 137 lb down and 1301b up at 9-2-0. 137 lb down and 130 [is up at 11-0-0, 13716 down and 130 It, up at 12-10-0. and 137 lb down and 130 lb up at 14.10-0, and 178 Ib down and 245 lb up at 16-10-12 on top chord, and 237 lb down and 1071b up at 5.1-4, 50 lb down and 18 lb up at 7-2-0, 5016 down and 18 lb up at 9-2-0, 50 It, down and 18 lb up at 11-0-0, 50 Ito dawn and 18 lb up at 12-10-0, and 50 lb down and 18 Ito up at 14-10-0. and 237 lb down and 107 lb up at 16-10-0 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 9) Warding: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. 10) In the LOAD CASE(S) section, loads applied to the few 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 `Ilfll111111I S A, . 11.1 i �o.��. • YCEnjg No 39380 4 pR\�,✓GN I%`% •,�SS+1�NA11 E� Thomas A. Alban) PE No.39380 Mrfek USA, Inc. FL can 6634 6904 Paden East Blvd. Tampa FL 33610 Date: February 15,2019 Continued on cane 2 ®WARNING -Verity crests. panmorers and READ NOTES ON TMS ANOMCLWEO MREK REFERENCE CAGE MI-7473 reV. 10,03d015 BEFORE USE. Design vast far use ontywM MTek®connectom. This design is based a* upon parameters shown. and is bran IMimdual buildup component, net a buss system. Beeme use, me bwiding designer musivedfy the applicability of dedgn parameters and property Incorporate this design intothe overall bulidwg design. Bracing lreiwted is to prevent bucking oflndMdual tmssweb andlm Nord members ony. Adddional lemporaryind Permanent br8Ghg MiTek' Is aWays required for stabJay and to prevent collapse with p inibte personal Injurya„d property damage. For general guidance regarding the foxemon, storage. delivery, erection and trading oftrusses and truss rystems,see ANSM10i quelfy Cmede, DS"9 and BCS1 Bufleng Component 6904 Parke East BNd. SafeWiniboo erlon avagabie frem Tmaa RM.InmkW., 218 N. Lee 9 K e fte 312, Nexandrla, VA 22314. Tampa, FL 36610 Job Truss Truss Type Dry Ply J37386-Golden Homes-Pauley Res. T16280072 J37386 A17G Hip Gilder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Dec 6 2018 Wek Industries, Inc Fri Feb 1513:05:10 2019 Page 2 ID:ylEb4zjucpOOwYxi?sFg9zku0u-VyXK64ehoCFzwgRU7gPpyVGe_XOag_vim Dpal Xzku N LOAD CASE(S) Standard UnHorrn Loads (pit) Vert: 1-4=54, 4-6=54, 6-9=54, 14A 7=20 Concentrated Loads (Ib) Vert: 4=-69(B) 6=69(13) 13=191(B) 12=-39(B) 5=64(B) 10=191(8) 20=64(13) 22=-64(B) 23=-64(B) 25=64(B) 26=39(8) 27=39(13) 28=-39(B) 29=39(B) ®WARNING Verily designparame(era and READ NOTES ON THUS AND INCLUDED MITER REFERENCE PAGE MII-7473re¢ 10N3,2015BEFORE USE. Design voM for use mdYwbh MBealtoonnectme. This design Is based a* upon parameters shown. and Is for an inamdual building component not a buss System. Before use, the building designer must whiff me applicability of design parameters and properly Incorporate this deep into the overall building design. Bracing Ndzated is to prevembuUWg of lndhAdualtmss web andlorcdmrdreemben only. AddXlonattempomry and peranwerebracing M!Tek' Is gways Secured for stability and to prevent collapse with p eatile personal injurymd property damage. For general guidance reganding fie fsalelon,garage, delwery, erection and bracing ottrusses and buss systems. we ANSVIPIf pually Cdfeda, 0S"9 and SCSI Building Component 6904 Parke East BNd. SaforylnformNon available ham Tmss Plate Mstitute, 218 N. Lee Street SUd.312, Alsxandda, VA22314. Tampa, FL MID ob Truss Truss Type Ory Ply J37386-Golden Homes-Pauley Res.T16280073 IJ 37386 B01 Common 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Dec 6 2018 MiTek Industries, Inc. Fri Feb 1513:05:11 2019 Page 1 Scala = 1:36.3 4x4 = 1$ 3x4 G 5xB = 3x4 O 10-M 20-M 10-0-0 lm0 I Plate Offsets (X,Y)— [2:0-2-10,0-1-81. 16:0-2-10,0-1-61, I8:0 4-0,M-0] LOADING (Pat) SPACING- 2-0.0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.36 8-14 >671 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.33 8-14 >734 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.35 HOrz(CT) -0.03 6 Na Na BCDL 10.0 Code FBC2017lrP12014 Matnx-AS Weight: 911b FT=O% LUMBER - TOP CHORD 2x4 SP NoZ BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=812/0-8-0, 6=812/0.8-0 Max Horz 2=225(LC 7) Max Uplift 2=-876(LC 8), 6=876(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1233/1235, 3-4=93211023, 4-5=932J1023, 5-6=1233/1235 BOTCHORD 2-8=992/1082, 6-8=992/1082 WEBS 4-8=718/573, 5-8=3601397, 3-8=360/397 BRACING. TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid calling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu0=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL-3,Opsf, h=15ft; B=7511; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed :end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 2=876, 6=876. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chum and 112" gypsum sheetrock be applied directly to the bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. ���,pMPsF A ,: 4 4 No 39380 4(1 �_�4Q Thomas A. Allaa ll PE Nc.39380 Mlrek USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNING- Verify designpanmelem anOREAD NOTES ON THIS AND INCLUDED MTEx REFERENCE PAGE M I-7473 rev. 1"3W 015 BEFORE USE. Design valid for use onlywM ALTele4ocgmegoM. This design Is based dory uponp doroxer5 Shawn, and Is for an IMiSelual burdilg componeM, no �- a W99 sy9tem. Before use, rya OWgingdesigner muslvadfy the eppgTability o(deugn p.re McMendpMpetly MWMarMe Wsdedgn Ototheoverall bulldingdesign.BMcingindi edlstopmventWuU gdfMdMdualtmsswebanWwOodmembeMonty.AddNonattempo2ryandpermanerlbrecing MiTek' Is ailvaya required for stojifty and to prevent collapse with posible personal lryuryand pmpeM damage. ForgeneraiguldanceregaMing Ne rabdotion,MCrage,delivery,emg nmdbradMdo SmseMVussrystems.see AN&VTPI1 Quality Made, DS"9 end SCSI Building Component 6904 Parke East BM. So xyInfonnatiOn available hem TN94 Plate InnttNe, 210 N. Lae Soeet. Sude 312 Alexandtla, VA 22314. Tampa. FL 36810 Job Truss Truss Type Oty Ply J37386-Golden Homes-Pauley Res. T76280074 J37386 B02 Hip 1 1 Job Reference (optional) coast truss, Ft. Pierce, FL 34946 8.240 s Dec 6 2018 MRek Industries, Inc. Fri Feb 15 13:05:112019 Pagel ID:yIEb4zjucp00coYxi7sFg9zku0u-z95iKOeJZWOpYgOghXw2Ujox9xNfPW3FltY7Zzzku M -1441 I L-0-0I L-2 1-0-0 4-94 42195 IN_ 12 20-0-0 21-0-0 I 49-0 I 1-4-0 Scale=1:35.9 4x4 = 4x4 3x4 i 3x4 = 4x4 = 3x4 = 3x4 Plate Offsets (X,Y)— [2:0-2-10,0-1-81, o:0-2-10,0-1-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (lee) Moen L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.33 11-17 >730 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.29 9-14 >834 180 BCLL 0.0 Rep Stress Incr YES WE 0.18 Horz(CT) -0.03 7 n1a Na BCDL 10.0 Code FBC20177rP12014 Matrix -AS Weight: 95 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=812/0-M, 2=81210.8-0 Max Horz 2=206(LC 7) Max Uplift 7=-876(LC 8), 2-876(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1258/1263, 3-4=978/1058, 4-5=-827/999, 5-6=978/1058, 6-7=1258/1263 BOT CHORD 2-11=-1025/1108, 9-11-702/827, 7-9=1025/1108 WEBS 3-11=351/376, 4-11=347/288, 5-9=347/288, 6-9=351/376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vun=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=3.Opsf, h=15ft; B=75111; L=34ft; eave=4ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (n=lb) 7=876,2=876. 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. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Ife .00 No 39380 iF'.. R S;ONA; �?Ca%. The=A Albert PE No.39380 MRek USA, Inc. FL Cart 6634 6904 Pads East Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNING - Verdydaslgn Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMIA7473 rev. I"MOIS BEFORE USE. Design valid far use onywM M,TeMconnedors. This design Is based only upon parameters shown, and Is far an Individual truadig component, not .hula system. Before use, 0e buildNg designer must wdfy Na eppnrabiNyof design parameters end properlyNwryome Nis design b o0e overall �-�•YY bulldingdoUgn. Boating Micava!is[aprewre buci of indNiduarnas web andfor chord members only. Addhbaitomporaryandpermanemaracing MiTek' Isalway MUIMdfcrstabilay.ndtopreyenlwgapsewMp.SNUopersowliNm wdpwpenydamage. For parcel guidance regaNing Me fabdomon, stcrage,debery,e,ectlon andbraWgoltrsseseMVuss systems, see ANSVTPIf OuoUly Cdreda,DSB 9end BCSIBuilding ComponoM 6904 Parke East Bbd. Safelyldsmatmon availabbfmm Tmss PlalelnMAVe,218N.Lm Street,Sude3lLAlerandrla,VA22S14. Tampa, FL MID Job Truss Truss Type 0ty Ply J37386-Golden Homea-Pauley Res. T16260075 J37386 B03 Hip Girder 1 1 Job Referents (optional) coast nurse, rt. recce, rL 49e4e 6.240 s Dec 6 2016 MITek Industries, Inc. Fri Feb 1513:05:13 2019 Page 1 ID:ylEMzjucpOOwYxi?sFg9zku0u.vXDT16gZ57eXn8A2oyyWaBuDXI2StPZ8SB1 Eeszku K 39-0 70 70.0-0 13-0-0 16-2-12 20-0-0 & -1 1-4-0 1 19-0 3-2-12 1 3-0-0 3-0-0 1 3-2-12 i 38-0 i 1-0-0 Base =1:38.9 4xe = 1x4 II 48 = 4 19 5 20 6 M = 3x4 = 5x8 = 3x4 = 34 = I 7-0-0 10-0-0 1 13-0-0 I 20Q0 700 3-0-0 34)-0 ]-0-0 Plate Offsets (X,Y)- [4:0.68,D-2-41, [6:0.5-8,0.2<I, [11:0b0.0301 LOADING (psf) SPACING- 200 CSI. DEFL. in (lac) 0deg Urd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.69 Vert(LL) 0.25 10-18 >947 240 MT20 244/190 TCDL 7.0 Lumber OOL 1.25 BC 0.75 Vert(CT) 0.22 10-18 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.24 Horz(CT) -0.10 8 Na n/a BCDL 10.0 Code FBC201771PI2014 Matrix -MS Weight: 10516 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 or 3-48 cc purlins. BOTCHORD Rigid ceiling directly applied or 3-3-4 cc among. REACTIONS. (Ilasize) 2=1510/0-8-0, 8=1510/0-8-0 Max Horz 2=166(LC 7) Max Uplift 2=-1751(LC 8), 8=-1751(LC 8) FORCES. (Ib) - Max. Comp.lMex. Ten. -Ail forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2834/3228, 3-4=2643/3108, 4-5=2546/3068, 5-6=2546/3068, 6-7=2643/3108, 7-8=283413228 BOT CHORD 2-12=2775/2502, 11-12=2618/2349, 10-11=2604/2349, 8-10=2775/2502 WEBS 3-12=267/300, 4-12=-739/628,4-1 1 =376/352, 5-11=-358/373,6.11=.377/352, 6.10=739/628, 7-10=268/300 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ABC 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL-0.2psh BCDL=3.Opsh h=15ft; 8=75ft; L=34ft; eave=oft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about is center. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcurent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except 01=1b) 2=1751, 8=1751. 8) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 221 lb down and 390 Ib up at 700. 1531b down and 2041b up at 9012, and 1531b down and 204 lb up at 10.11-0, and 221 lb down and 3901b up at 13-0.0 on top chord, and 3591b dawn and 461 lb up at 7-0-0, 82 Ib down and 99 lb up at 9012, and 82 lb down and 99 lb up at 10.11-4, and 359 Ib down and 461 lb up at 12-11-4 on bottom chord. The designiselection of such Connection device(s) is the responsibility of others. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead * Roof Live (balanced): Lumber Increase=1.25, Plate Increase=125 Uniform Loads (pit) Vert: 14=54, 4-6=64, 6-9=54, 13-16=20 Continued on pace 2 ,`011111111111j/j %`% 0pS A. 446���i i ,�� �\ c E N S�. No 39380 2 IT ii�t0 •.; p R 1.... ONAto ' 1��,`�� Thomas A Albert PE No.39380 MRek USA, Inc. FL Cert 6634 6904 Padre East Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNING - Verifyduignpaainelers andREAD NOTES ON rWSANO INCLUDED MI]EK REFERENCE PAGEAND7473 ra .10N]Q015 BEFORE USE, Design valq Nr use any with NBTexeconnectors. This design Is based any upon paamaers •hewn, and Is fao.In4Mdad tDIolg component, not a Dues system. Before use, the builPmg deslgnermust verity Ne applimbildy of dedgn parameters and properly incoMande this design int00e evemu ■ bulNingdesla. BmcmglWi edlstoprewntbuWingothdiVdualWnweba waoNmembemmn,. Movonaltemporary and pelmaneabradng MiTele Is always re9uked to stability and to prevem cassava cosh possible personal Mury and propeM damage. For general guidance regaining Pe forcirion.Storage, deevery,eredon and bracing of tmsso,entl Coss "ems, see ANSYTPH Quality CMeda, DSB-99 aA0BC51 Building Componont 6904 Palle Ear Blvd. Sardyld ansul4n available ham Truss Plde Mcute, 218 N. Lee Elect. Suite 312, Alexandria VA22314. Tampa, FL 36510 Jab Truss Truss Type Cry Ply J37386-Golden Homes-Pauley Res. T16280075 J37386 B03 Hip Girder 1 1 Job Reference (optional) East Goad Iwas, YL YIelo4i FL 34946 8.240 s Dec 6 201B MTek Industries, Inc. Fri Feb 1513:05:13 2019 Page 2 ID:ylEb4zjucp00coYKi7sFg9zku0u-vXDT16gZ57eXnBA2oyy1Na8uDX12StPZBSB1 Eeszku K LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=164(B) 6=164(B) 12=359(B) 10=-359(B) 19=115(8) 20=115(B) 21=61(B) 22-61(B) ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-703 rev. 10/OM&S BEFORE USE. Design valid forum only wbh MTek®connedors. This design Is based only rqun parameters: shown, and Is for an individual bull" component, not a Was system. Before use, (he twirling desgnermust verifylM eppilcmilly of design Parameters and pmped, dragons. this design Intomo mimali buidingdesign. Bracing Indicated is to pmvent Welling M indiNdual truss web more chord member;only. Additional temporary ad permanent bracing MiTek' Is always required for stability and to prevent compse with possible personal Injury and propeM damage. For Benson guidance Reading Ike fabricator, norage, delrery, erection and bracing of bussaa and truss systems, me ANSUTMl Coady, Croade, OSB49 Add SCSI Building Component 6934Parke Essl Blvd. Seyerylnhrmetlon avatabbfmm Tmss PlAeln=i e.218N.Lea Sbeel,Buite3l;Anevandra,VA22914. Tampa, Fl- 36610 Job Truss Truss Type pry Ply J37386-Goltlen Homes-Pauley Res. T16280076 J37386 COI Common 3 1 Job Reference (optional) beet coast l russ, ht. MGM%FL 34946 46 = 1x4 mr4 = 8.240 s Dec 6 2018 MlTek Industries, Inc. Fri Feb 1513:05:13 2019 Scale=1:29.1 ill `$ 74 a 7-BO LOADING (par) SPACING- 2-0-0 CSI. OEFL. in (loc) Ide0 Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.55 Ver(LL) 0.12 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 VerUCT) -0.19 5-8 >988 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Hoa(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 56111 FT=O% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP NO2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=564/0-8-0, 2=642/0-8-0 Max Hoe 2=172(LC 7) Max Uplift 4=295(LC 8). 2=404(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=B15/419, 34=797/416 BOTCHORD 2-5=-257/662,4-5=257/662 WEBS 3.5=-15/344 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=4.2psf; BCDL=3.OpsY h=15ft; B=751t; L=34ft; eave=4ft; 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 Us center. 4) This truss has been designed for a 10.0 par boftom chord live load nonconcument with any other live loads. • `III I I1111I1" 14' 5) This truss has been designed for a live load of 20.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. ``III-^Pg A, ,y <e �� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift aljoint(s) except (n=1b) `♦ \V` • ♦♦♦�.r� ••* C E NS'• 4=295,2=404. ♦ �. lc•'• / i 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum NO 39380 sheetrock be applied directly to the bottom chord. 8) Warning: Addtional permanent and stability bracing for truss system (not part of this Component design) is always required. = �.S'ONA1 E?%`�♦ "InI11►11`` Thomas, A Albans PE No.39380 Mlfek USA Inc. R Cad 6634 6904 Padre Fast Blvd. Tampa FL 33610 Data: February 15,2019 ®WARNING -Verity design paiamehirs and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIP7473 ray. 1 0/03R015 BEFORE USE. Design Talk! foruse orllywrin Mredlicamlealom. Tris Cosign Is based" Won pTamaters Shown, and IS IW an IIMINEJal building LompmMnt, not �• truss Valera Before use. te hbuilding designer must witty the applimblldy of design parameters and propolly hocrporale Otis deelgn into rite overall buildingdosign. Bracing indicated is to proved Welding of lndiNdual Buss web andha drund members any. AddbbnaltemporaryandpemlanentbraWg MOW Is always required for Stability and to prevent collapse with possible personal injury antl properly damage. For general guidance regardilg the fabricator. storage. deWery, erection and bracing of trusses and buss sy9ema,see ANSUTPII D0e11W Crltodo, DSB49 and BCS1 Bufldfng Component Goof Parke East Bbd. SohW/nbrmafbn ava0abb hom Truss Raja instbme, 2f8 N. Lee Steel, aug.312 A.dM, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply J37386GOIden Homes-PauMy Res. T76280077 J31386 CO2 Common 3 1 Job Reference foot ona11 I rues, n. nerve, bL Y bulb 4x6 = 1" 3x4 = 8.240 s Dec 6 2016 MITek Industnes, Inc. Fri Feb 1513:05:14 2019 3x4 = Scale =1:291 1$ 7-8-0 74 0 LOADING (par) SPACING. 2-0-0 CSI. DEFL. in (loot Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.12 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 Be 0.57 Vert(CT) -0.19 5-8 >988 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Hoa(CT) 0.01 3 n/a No BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 561b FT=0% LUMBER. BRACING - TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=564/0.8-0, 3=64210-8.0 Max Horz 1=172(LC 6) Max Uplift 1=-295(LC 8), 3=-404(LC 8) FORCES. (Ib) - Max. Comp.]Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 1-2=-797/416, 2-3=815/419 BOT CHORD 1-5=-203/662, 3-5=203/662 WEBS 2-5=15/344 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuk=160mph (3-secend gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=75ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0tell by 2-D-0 wide will Tn between the bottom chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Glob) 1=295, 3=404. 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. 8) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. J. JNSk A , i q4 ,,� •' \ G ENS • 9,J '•. NO 393BO * R 1 11111111111100 Thomas A. A ban! PE No.39380 MITek NSA, Inc. R. Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 15,2019 AWARNING -Verify design parameters antl READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MII-A73 rev. 100=015 BEFORE USE. Design valid Cr use only with Wireless connech rs. This design is based only upon parameters shown, and Is for an Individual building component, not my a rmsa system.Below use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall buildingdesign. Bracing intlicated is to prevent bucking or lndnidual truss web andbr Nord members only. AMIdionaltem,varyand,xrorneMbracing MiTek Is always replied for stabilM and 10 prevent collapse ash possible personal Injury and property damage. For general guidance regan ing the truncation. storage. dativery, derol and Mean, a busses, and muss systems. see ANSIMPTI quality Cdterra, DS"9 and SCIN Building Campanerd 6904 Parke East Bhd. SdMylnMrmMion av Nablehcm TmssPl4elneO e.218N.Lee&md,Sule312,Ml dna,VA22314. Tampa, FL Sal Job Truss Truss Type Oty Ply J37386-Golden Homes-Pauley Res. T16280078 J37386 CO3G Common Girder 1 q L J ob Reference (optional) East coast I mss, et. rimce, rL a id4ti 4x6 II 8.240 s Dec 6 2018 MiTek Industries, Inc. Fri Feb 1513:05:15 2019 Scale=1.28.2 ]a 3x8 = 111,626 ___ _ ..____ 7x6 = ..---- 3x8 = Plate Offsets (X,Y)— (7:0-3-0,0-4-81 18:0-3-0 0-4.81 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) OAS 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber COL. 1.25 BC 0.52 Vert(CT) -0.21 7-8 >897 180 BCLL 0.0 ' Rep Stress Ina NO WE 0.76 Horz(CT) 0.04 6 Na Na BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 1661to FT=0% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=393410-8-0, 2=3224/0�8-0 Max Hom 2=172(LC 24) Max Uplift 6=-2183(LC 8), 2=1910(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6849/3912, 3-4=6782/3994, 4-5=7265/4168, 56=7276/4063 BOT CHORD 2-8=3404/6066, 7-8=2319/4276, 6-7=3553/6482 WEBS 4-7=-2241/4012, 5-7=260/244, 4-8=1970/3259, 3E=2921291 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purtins. BOT CHORD Rigid ceiling directly applied or 9-7-8 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords Connected as follows: 2x4 - 1 row at G-9-0 Do. Bottom chords Connected as follows: 2x6 - 2 rows staggered at 0-64 Go. Webs Connected as follows: 2x4 - 1 row at 0-9-0 Do. 2) All loads are Considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been Considered for this design. 4) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=3.0psf, h=15ft; 3=751t; L=34ft; eave=4fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) except N=lb) 6=2183,2=1910. 9) Use USP FIUS26 (With 14-16d nails into Girder 8 6-16d nails Into Truss) or equivalent spaced at 2-0-0 oc max. starting at 5-2-0 from the left end to 13-2-0 to Connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in Contact with lumber. 11) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 14=54, 4-6=54, 2-6=20 Continued on Gabe 2 'tp'OPS' A. q4e aia. %%J��. le GEN NO 39380 Cr p �'S' . < p R 1 Q.�j%�=J�� a. Thomas A. Albans PE No.39380 MRek USA, Inc. FL Cert 6634 6904 Parts East Blvd. Tampa FL 33610 Data: Febrvary 15.2019 ®WARNING-Vertly 1esign parameters and READ NOTES ON This AND INCLUDED MITEx REFERENCE PAGE MII-7473 ray. 10/03R015 BEFORE USE. �ap-* Design valid fnruse any win MiTekl, Connectors. This design is based any upon paametere shown, and Is for an Individual building eomponsnt, not ��• Fit a truss systemn . Before use, e building designer must veriythe apptimbilily ordesign parameters and prop¢dynmnove rponde Ws design into e overall building design. Bracing indicated is to prevent buckling Windvidual truss web and0r mom members only. Additional temporary and pernanerd bracing MiTek' Is always requtued for stability and to pnwast cnBapsewdh possible personal injuryand property damage. Forgesual9uldanceregardirgthe fabdmgon.Momge,deMq.emuionandbmdngoltmssesandtrusssystems,aee ANSVi Duality Craula, Dallas and SCSI Building Component 6904 Parke East BIM. SetWlnrmmadon available fmm Tmss Plate lnnlute, 218 N. Lee Street, bode 312, Alexandria. VA22314. Tampa, FL 36610 Truss Type Dry Ply J37386-Golden Homes-Pauley Res. FJ373: ]CO3G T16280078 Common Girder 1 .9 _7 L Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8-1768(B) 13=1046(B) 14=1046(8) 15=1046(B) 16=1046(B) 8.240 s Dec 6 2018 MiTek Industries, Inc. Fri Feb 1613:05:15 2019 Page 2 ID:ylEb4zjucp000GYxi?sFggzkuOut LDAnipoluFISJRwN_fZzc4YnYLBsRwVVJLikzku I ®WARNING- Venfy design parameters and READ NOTES ON THIS AND INCLUUEO 5VTE6 REFERENCE PAGE MA7473 rev. 1010=015 BEFORE USE. !' Design valid for use only vrM MBek® connect... This design Is based eny upon pe.me mS shown, and Is for an Indlinit al Malting s.nipor enl, not a truss system Before use, the buMm, designer must verify me appticabily of desgn p eamele. and property Inooryerae Nis design into the ove.l bulldingdesign. Bracing indicated is to prevent buck1bg of NOMdual tress web anchd chum members only. Adddbnal.mpo.ry aim pemmnem ones, MOW Is always required for subiliy and to preserd collapse with possible personal injury and propeny damage. ForgenaralguldaMeregeding Ne lubricator, sto.ge,delivery,eredi.n and ending oftmsms mmbuss Systems. see ANSUTelf Coal*Cr/tera, DSB-89 and BCSI Bu1WIng Component 6904 pane Past Btvd. Serdyfnformabn salable hem Truss Plate Inmlute, 218 N. Lea Blrea, Suite 312, Nexandrta, VAM14. Tampa, FL 36610 ob Truss Truss Type pry Ply J37386-Golden Homes-Pauley Res. T16260079 J37386 C04G Common Girder 1 .9 L Job Reference (optional) cos, was, uess, Ft. nmw, rL a24U s Vec d ZU15 Mifek Industries, Inc. Fri Feb 15 13:05:16 2019 Page 1 1eoVxi?sFg9zku0u-K6vbN7iRO206ebudUSVDBmWnly6j4eea89GuEBzku_H axo = HUS26 Scale=1:26.2 la Plate Offsets (X,Y)— f7:0-3-0 0-0-81 18:D-3-004-81 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (roc) Odell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.16 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.21 7-8 >876 180 BCLL 0.0 Rep Stress Ina NO WB 0.76 Horz(CT) 0.04 5 rda n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 1661la FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=3991/0-", 5=333710-8-0 Max Horz 1=172(LC 23) Max Uplift 1=2189(LC 8), 5=1923(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7405/4077, 23=-7394/4182, 3-4=7029/4021, 4.5=7096/3939 BOT CHORD 13=3510/6598, 73=2276/4390, 57=3374/6287 WEBS 37=-1992/3453,4-7=-292/288, 33=2240/4015, 2-8=261/243 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-8 cc purling. BOT CHORD Rigid ceiling directly applied or 9-8-3 cc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"k3") nails as follows: Top chords Connected as follows: 2x4 -1 row at 0-9-0 cc. Bottom chords Connected as follows: 2x6 - 2 rows staggered at D-5-0 cc. Webs Connected as follows: 2x4 -1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except 9 noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply Connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=75ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directorial); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 bait nonconourent with any other live loads. 7) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Its uplift at joints) except Gt=lb) 1=2189,5=1923. 9) Use USP HUS26 (With 14-16d nails into Girder 8 6-16d nails into Truss) or equivalent spaced at 2-0-0 cc max. starting at 2-2-0 from the left end to 10-2-0 to Connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in Contact with lumber. 11) Warding: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pill, Vert: 1-3=-54, 3-6=54, 1-5=20 Continued on care 2 A No 39380 OF 0 R 1 P' .`` ' ,O % %%`� Thomas A Albans PE IRI39380 MITek USA, Inc. FL Get 6634 69M Parke East Blvd. Tampa R.33610 Date: February 15,2019 ®WARNING- NOTES ON THIS AND INCLUDEOMITEK REFERENCE PAGE MIIJQbe, 1WOM015 BEFORE USE. valid foruse only wen MTeklaconnectors. This design Is based only upon paameters shwa, and is for an individual building component not FitDesign e buss system. Before use, the building designer mud verify Me applisabeay of design parameters and papery inoswone No Ne is design intoverall building design. BmAngindicated is to preventbucking of ldMduat Wsswebandfor NOMmembers only. Adddionatlempomyandpermenentbrecing MiTek' is always umni ed for dabillty and to prevent collapse with possible Madinat injury and property damage. Forgeneral guidanco regarding the fabd.bon,domge,deDvey,eMg nmdbmdngoltmssesmdbusssymema,see ANSgrRf Dually Crtterfa, DSad9 and SCSI Sullding Component e9041 Parke Fed BW. SareylddmMff0n availabbham Truss Rate IndftNe,219N.Leagi ,Susie3f2,Alexandhe,VA22314. Tampa, FL 345610 Job mss Truss Type Qty Ply J373136-Golden Homes-Pauley Res. T76280079 J37386 C09G Common Girder 1 q L Job Ra(erence o tional Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Concentrated Loads (Ib) Vest: 7=-1937(B) 13=1046(13) 14=1046(13) 15=1046(13) 16=1046(B) 8.240 s Dec 6 2018 MiTek Industries, Inc. Fri Feb 1513:05:16 2019 Page 2 ID:ylEb4zjucpOOwYxi7sFg9zkuQu-K6vbN7iRO206ebudU5VDBmVdnly6j4e6a89GuEBzku H ® WARNING -Verify desi9npaamerers and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M147473 rev. 101031015 BEFORE USE. Design valid for use onrywith MlleM correctors. This design Is based Only ripen pannamHers an.. and IS feren IIICINd Val building comp rsont, mot+��_■(�(■� Mat a mass system Before use, the building desim gner uslvedfy the Applicability of design paameters and papally incorporate this design into me overall tallicngdedgn. Bmcing IMicatedistopmvntWcUngof NdMdualmasswebanddr d.N mbenony. AddldonaltempoaryandpermaneMhrecing M)Tek* b always required for stabirdy and to prevent collapse with possible personal lnjuryand propeMdemage. Forgenemlguldancoregardingthe fabrication, stodge, delivery, election and teraGrg ofwases and Voss systems, see ANSMI1 Quality Cri DSBd9 and SCSI Building Component 6901 Parke East Bind. S4MylaNI.Non avabi hem Truss Plain lnstht.,218 N. Lee Great. Sude 31Z Alexandria, VA2 14. Tampa, FL 36610 Job toss T�Typ��Dt�yplyJ37386-Golden�HO08-,Paulay Res.T7fi280080J37386 Cmiss C e Job Reference East Coast Truss, Ft. Pierce, FL $4946 8.240 s Dec 6 2018 MTek Industries, Inc. Fri Feb 1513:05:16 2019 Page 1 ID.yIEMzjucpOOcoYxi?sFg9zkuou-K6vbN7iRO206ebudUSVDBmWIeyDa4pLa89GUEBzku H -1-0-0 7-&0 154-0 16.8-0 1-0-0 7-8-0 1 7.8-0 1 1-" 1 Scale=1:29.8 4X4 = 1$ AXy _ ._ ._ .. ._ •- 4X4 = 3x4 = 1 X4 11 1.4 11 1 x4 11 1 x4 11 Plate Offsets (X,Y)- f2:000,0-1-131, [10:0.0.0.0-1-13L [10:0-2-8,Edgel LOADING (psi) SPACING- 200 CSI. DEFL. in (too) ade0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Veri(LL) -0.00 11 Nr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Veri(CT) -0.00 11 Nr 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.05 Horz(CT) 0.00 10 Na Na BCDL 10.0 Code FBC2017rTP12014 Matrix-S Weight: 751b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 600 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oe bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 15-4-0. (Ib)- Max Horz 2=166(LC 7) Max Uplift All uplift 1001b or less at joint(s) except 2=183(LC 8), 10=-183(LC 8), 15=104(LC 8), 16=-133(LC B), 13=1G4(LC 8), 12=-133(LC 8) Max Grav All reactions 2501b or less at joint(s) 2, 10, 14, 15, 13 except 16=255(LC 13), 12=261(LC 14) FORCES. (lb) - Mu. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=l6Dmph (3-sec nd gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h-15ft; B=75ft; L=3411; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end ventral left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI?PI 1. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) Gable requires Continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 Do. 7) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 8) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 9) Provide mechanical eonnecdon (by others) of truss to bearing plate Capable of withstanding 183 he uplift at joint 2, 1831b uplift at joint 10, 1041b uplift at joint 15, 133 lb uplift at joint 16. 1041b uplift at joint 13 and 1331b uplift at joint 12. 10) Beveled plate or shim required to provide full beading surface with truss chord atjoint(s) 2, 10. 11) Warding: Additional pemlanent and stability bracing for truss system (not part of this Component design) is always required. %% O'ONS A. q46���i No 39380 irz 44/ Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNING-Veriry design parameter and READ NOTES ON THIS oNO INCWDED MITEK REFERENCE PAGE Ml47473 ro .10,012015 BEFORE USE. ase veldrot useonywMMTekag H basatloily uponspparmtewm,andief0r en dSelt el ust Verify"IS degcomponent,nM a Basedesigner Musttg rify Momenta deagnparameterend pmpeM Ncumorem Nistland e Imeseyatam. Berthaese,ic et ernaie0venll ed IS to ofindlAeppliwes, webpe,manem Meting lndirible MONmemamage,bers •rgenernaltempt. is t0nend for MiTek' 13 always Recruited writesrx personwe IMI,aa raga IaaMayaregontlforetaery. andtoprewm wgepaewMpoesibbpewnal lNwyenE property damage, cal guidance regarding Na Stintliaatnd win Quality tleWery,erectionenIRM ingofrm,218N..Lu. ystem;see ANSVA Dually CdMde, O5Bd8 endaCSl auilding Component Pares Ea8laM, S,letyllon,storage, Selerylnl0rmef10n evaJaDle fmm Tnss Plate InslaNe, 218 N. Lea SVael. Suite 312 Alexandre, VA i2314. T6904 ampa, Tampa, FL 36810 Job Truss Truss Type Oty Ply J37386-Golden Homes-Pauley Res. T16280081 J37386 MV2 Valley 5 1 Job Referents (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Dec 6 2018 MTek Industries, Inc Fri Feb 1513:05:17 2019 Page 1 ID:ylEb4zjucp00coYxi?sFg9zku0uaJTza'j49M8zGTglo1Sk_23gMaepGlkNp?Sndzku_G 2-a0 2-au as LOADING (psp SPACING- 2-0.0 CST. DEFL. in (too) WISH L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.04 Vert(LL) Na - Na 999 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) trust - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hom(CT) -0.00 2 n/a n/a BCOL 10.0 Code FBC2017/-rP12014 Matrix-P LUMBER. BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD BOTCHORD 2x4SPNo.3 BOTCHORD REACTIONS. (lb/size) 1=512-0-0, 2=3712-0-0, 3=1412-0-0 Max Ham 1=37(LC 8) Max Uplift 1=1 B(LC 8), 2=-01(LC 8) Max Gray 1=52(LC 13), 2=44(LC 13), 3=28(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Stele =1:7.8 PLATES GRIP MT20 2441190 Weight: 5lb FT=0% Structural wood sheathing directly applied or 2-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf, h=15ft; B=75ft; L=3411; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle a S-0 tall by 2-0.0 wide will fit between the bottom Chard and any other members. 6) Bearing at joint(s) 2 Considers parallel to grain value using ANSVrPI 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 181b uplift at joint 1 and 41 Its uplift at joint 2. 8) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. %% 0. PsrA.4q<e���i No 39380 03 ,ONA' Thomas A Albans PE No.39380 MTek USA Inc. FL Gert 6634 6904 Padre East Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNING -Vulfx devgn panmelen antl READ NOTES ON THIS ANOINCLOOEO MREK REFERENCE PAGE MIL7473 rev. W=015 BEFORE USE. Design valid kr use Only WEa MTek®fgllrlRtanl. Innis; tlesgo Is onvol only apM pYemetem shone, and Is far an Individual Noting Componell( no �■' e` Naoa!temoridesignmto0eoverall arbor parametersand bers only. atrusssystem.B rixi use.0e Euildito des Imustg ofNoNmedamage.y.Atlerromi lempararyandpermanem aracNg gh individual Wsswebury lmicando nalvmys MiTek' requited prpreventcaine personal an for stability ding DropeMtlamage. Porgeee(alrs, Iseculke, Sonde.dove,%, antltoand DSEF¢9ardSNe trnt labdaadoartarage. of"Shpaand Gustins. WO If Qualify Cdfade, O6Bd9 entl SCSI Building Component Or W,218Ntl Ws&mM,&de3l nit PlelunOda, rke=1BNtl. dda,VAANSL'Ti from Truss P[Mello aaroylnformaflon avallaC�le lnm Tmsa Plate lnstllule, 218 N. Lee 31ree1, Suae VA2zata. mints T6904 ampa. Tampa.R 36810 Job Truss Truss Type Oty Ply J37386-Golden Homes-Pauley Res. T16280062 J373B6 MV4 Valley 3 1 Job Rf (optional) East coast I was, Vt. Pierce, FL 3494a 8 240 s Dec 6 2018 MITek Industries, Inc Fri Feb 15 13:05:17 2019 Page 1 ID:ylEb4zjucp00wYxi?sFg9zku0uoJTnTj49M8zGlrgl of Sk_276MXxpGlkNp?Sndzku_G 4-0D 4-0-0 2W i 2w1 N LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) Wall Lld TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vey 1(LL) Na - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) nta - real 999 BCLL 0.0 Rep Stress Ina YES WE 0.00 Horz(CT) -0.00 3 n/a rda BCDL 10.0 Code FBC2017rrP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ihtsae) 1=120/4-0-0, 3=120/4-0-0 Max Horz 1=109(LC 5) Max Uplift 1=460(LC 8), 3=67(LC 5) Max Grey 1=120(LC 1). 3=140(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown Scale -1:12 a PLATES GRIP MT20 244/190 Weight: 141b FT = 0 Structural wood sheathing directly applied or 4-D-0 cc purl except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vascl 24mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=75ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord beading. 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 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 Ito uplift at joint 1 and 67 lb uplift at joint 3. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. J,`p P.S�A, No 39380 F ` ft ae Thomas A. Albert PE No.39380 Musk USA, Inc. FL Carl 6634 69D4 Parke East Blvd. Tampa R. 33610 Date: February 15,2019 ®WARNING-Ve101 desi9npanmelere antl READ NOTES ON THIS ANDINCLUDED MITEK REFERENCE PAGE 01-7473 rev. 10,11"015 BEFORE USE. DeelgnvAM for use onywim MTeMennnec ors. The design Is based only upon parameters shown, and Is rm an havehad building componem, not ��- aWoSystem. Below use, Me building designer munvedy Me applirabiisycfde9gn parameters and properly Nwmoore this design Into the overall bulkingdeslgn. BmcingiMicatedistoprmntbuWingofNdMdualWssweba &wMoNmem mmy, AddtlonallemporaryaMpermanenthracing MiTek' Is alwayslwuhed for stability an to Prevent collapse with posalble personal injury and property damage. Forgeneralguthnceregardingthe fabricator, Storage, delivery, erection and bracing oftrusses and trust systems, see ANSKPH Duality cdteda, DS6e9 stil l Building component 69M Paris East shed. Sarerylnronnadon available ham Twza Meta lnsitule, 210 N.Lw Sleet. Sutle 312 Aleundrle, VAa2314. Tempe, FL W10 Job Truss Truss Type Oty Ply J37386-Golden Homes-Pauley Res. T76280083 J37386 MVS Valley 2 1 Job Reference (optional) East Coast Truss, Ft, Pierce, FL 34946 8.240 s Dec 6 2018 MITek Industries, Inc. Fri Feb 1513:05:18 2019 Page 1 ID:ylEb4zjucpOOwYxi9sFg9zku0u-GVOMopkWgGquv2ObVYhHBb8VmrNYjXtcT17J3zku F 4814 4.8-14 Scale=1:14.6 2x4 i 2k4 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING. 2-0-0 Plate Grip DOL 1.25 Lumber COL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.42 BC 0.32 WE 0.00 Matrix-P DEFL. in Vert(LL) mia Vert(CT) rda Hom(CT) -0.00 floc) Well Lid - We 999 - We 999 3 rule Na PLATES GRIP MT20 244/190 Weight: 17 lb FT -Oh LUMBER. BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or4-8.14 oc purling, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1000 oc bracing. REACTIONS. (lb/size) 1=147/4-8-14, 3=147/4.8-14 Max Hort 1=134(LC 5) Max Uplift 1=73(LC 8), 3=83(LC 8) Max Grev 1=147(LC 1), 3=171(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; B=75ft; L=34ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide truss to bearing 73 lb 1 83 lb III111111111j1 mechanical connection (by others) of plate capable of withstanding uplift at joint and uplift at `,�� Pg. A. A �e joint 3. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. ,� %�.�� • E N S • • '92�i No 39380 RTQ• Nam` "'41 /ONA' %,%%% Thomas A- Albanl PE No.39380 MITek USA, Inc. FL fart 6634 6904 Paden fast Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNING- Verity CesiBn Param and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PACEMI-7473rev. 10/03/2016 BEFORE USE. �e Design valid for use and with MrreMbconnedors. True design is band bill upon parameters smam, and is loran lndiNdual building compound, net �--�- etmsssystem. Before use, the building designer must verythe appeabitmyof design parameters and propedy Inampnmte W. design booth. overall bdIdIngdeslgn. Bracing indicated is to present MrGWg of b,dMduel moss web andlur choN members on,. Mcitanaltemporaqlamipmmanem Macing M!Tek' Is atveya required for stability and to prevent mAepse with possible personal in)urymld property damage. ForgenerNguldanceregardingrue fabrication, usage, derery,erection and bmeing eftrusses and Was systems, us ANSUl Quality Corona, DSB89 and BCSIBuilding Component 6904 Parke East BId. Sataylnformmion a bblebom Tmss RWefnstaule,218N.LeeSheet,Suile3l2P1evandru,VA22314. Tampa. FL 36610 Job Truss Truss Type City Ply J37386-Goltlen Hanes-Pauley Res. T16280054 J37386 V4 Valley 1 1 Jab Reference (optional) East Coast Truss, FL Pierce, FL 34946 2.4 i 8.240 s Dec 62010 MTek Industries, Inc. Fri Feb 15 13:05:202019 Page 1 ID:ylEb4zjucp00wYxi7sFg9zku0uCu86DMySHWf/DCPjwa9McgajZaTOd1A3nE6Nyzku D 3.4 = 2 2x4 Scale = 1:7.7 Plate Offsets (X Y)— (2:0-2-0Edge) LOADING (Pat) SPACING. 241-0 CSI. DEFL. in (roc) Vde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) Na - Na 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) his - Na 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 nfa n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 111b FT=O% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 1=102/4.0-0,3=102/4-0-0 Max Horz 1=27(1_(36) Max Uplift 1=-54(LC 8), 3=54(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-D-0 oc puffins. 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; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=75ft; L=34ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 par bottom chord live load nonconcumenl with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 It, uplift at joint(s) 1, 3. 8) Waning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. �'%�% S t A. 0 'GENg No 39380 IZZ p F :4U XV 41 /OA� e 0 Thomas A. Albert PE No.39380 MIRk USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 3361D Date: February 15,2019 ®WARNING - Verify design parameters and READ NOTE SON THIS ANDINULUDED mITEx REFERENCE PAGE 017473,., 1"Ja01S BEFORE USE. Design valid forum only with MTek® connectors. This design Is based only each parameters shown, and is for an IMMduel balding component, net ��- a truss system Before use, ire beading designer must venry the appllcal of deep parameters and properly Nmrporeta MIS design into rue owns beading tlesign. Bracing indicated Is to minuend buexMg of indMdual ends web anddr clod members any. Modems temporary and permanent bracing MiTeW Is aNlayd requledfar stabilmiand to preyed mRep. with passible personal lryurrand property damage. Forgenemlgvdencenegardingthe Wrestler, storage. donery, Smalon and among madams and truss systam;see ANSVTP/fDveliy Dreeda,DSBd9and BC1Bvliding Component 6904 Parke East 8W. Su fetylnPormetion avorabte tom Tnss Plata Insdme, 218 N. Lee Street, SuRe 312. Alexandria, VA 22a14. Tampa, FL 36SIO Job Truss ITnjss Type City Ply J37386-Golden Homes-Paulay Res. rlszeDDes J37385 V8 alley 1 7 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 4x4 = 2x4 i 8.240 s Dec 6 2018 MRek Industries, Inc. Fri Feb 15 13:05:212019 Page 1 2x4 Q Scale=1:15.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Ven(LL) n/a - Na 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Inv YES WB 0.04 Horz(CT) 0.00 3 Ida n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 25 he FT=0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=125/8-0-0, 3=125/8-0-0, 4=250/840 O Max Holz 1=-67(LC 6) Max Uplift 1=85(LC 8), 3=-85(LC 8), 4=96(LC 8) Max Gmv 1=125(LC 1), 3=132(LC 14), 4=250(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-G-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 13=751t; L=34ft; eave=oft; 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 grip DOL=1.60 3) Plates checked fora 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 nonconwrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Its uplift at joints) 1. 3, 4. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. l �`��p�PsaA �J�Z .•'\GENg .0 NO 39380 i F '••., Ft ID A' 6%%%% Thomas A Albanl PE No.39380 MITek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNING - Verirxacxlgn Parameters and READ NOTES ON INS AND INCLUDED MITEN REFERENCEPAGE mil-7473 rev. I0`034UN5 BEFORE USE. Design valid for use only wab MTeM connectors. This design is based only upon parameters shown, and is Wan individual belong wngsonen4 no a Wss system. Before use, the building designer must verilytM applicability of deap parameters antl properly mourners. MIs design into Me overall i buildvlgdesign. McitionaltemporaryandpeenaneNbrach, MiTek' Is asesys required Mr slzblNy, and to prevem celapso wlh Feasible personal injury arM propeM damage. Fergenerelguldaxeregardirgthe fabrication, storega, delvery, emoton end bradng of trusses and Was aystema, See ANSV77VI Dually Cdarria, W949 and BCS1 Building Component 6904 Parke East SM. sunny docmmlon avalableham Truss Plma InW4 .,218N.Lae Bbed,SWl 312,Alewndda,VA22314. Tampa, FL 36610 Job Truss Truss Type pry Ply J37386-Golden Homes-Pauley Res. T16280086 J37386 V12 Valley t 1 Job Reference (optional) east coast I russ, It. Item, eL 34U4d 6.240 s Dec 6 2018 MITek Industries, Inc. Fri Feb 15 13:05:192019 Pagel ID:ylEb4zjucpOOmYxi7sFg9zku0u-khak791KhzOhV3dC9D3wpP8MnAE0HAt1 r7UYrVzku E 124: 4x4 = 8 ] 6 3x4 � 1z4 I 1x4 II 1x4 1I 3x4 � scale =1:21.0 LOADING (psQ SPACING- 2-0-0 CS'. DEFL. in (]cc) Vast Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LLI Na - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.06 Hort(CT) 0.00 5 n/a rda BCDL 10.0 Code FBC2017rrP12014 Matrix-S Weight: 44 lb FT=0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Stmaural wood sheathing directly applied or 6-0.0 cc puffins. BOT CHORD Rigid ceiling directly applied or 10."cc bracing. REACTIONS. All bearings 12-0-0. (lb) - Max Horz 1=107(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=187(LC 8), 8=187(1_C 8) Max Grav All reactions 2501b or less atjoint(s)1. 5, 7 except 6=298(LC 14), 8=298(LC 13) FORCES. (lb) -Max. CompJMax. Ten. -All forms 250(I1h) or less except when shown. NOTES- 1) Unbalanced roof live loads have been Considered forthis design. 2) Wind: ASCE 7-10; Vu0=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=3.Opsf; h=15ft; B=75ft; L=341t; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 noncon am ent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joints) 1, 5 except 0=11g) 6=187, 8=187. 8) Wanting: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. .�`,.�z In, E N No 39380 -10 �'. a- 4�: DRI 'ON A%,E?�`� Thomas A Albani PE No.39380 MRek USA Inc. FL Cart 6634 6904 Parini East Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNING-Veriy Ossignpammetere and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIFTO]rev, 1010Y01SREFORE USE. f resear vald fir use only wnb Miele® cormectors. Mile design is bases only upon parameters shown, and is for an MdlNduea build,component not pal'Design pal' a truss system. Before use, the building dedgnermustWdfy We epplcablay of design parameters and papery inean,,U4e MIS design into the overall busdingdesgn. BmdngbgicaledistopmmtbuWingoflndMdual Wsswebandl Oommembenwly. Mddionwiemp mq.edpmmmemb,.Wg pp 1V OGIC Is Always re0ulned for stability and to prevent culapsewM Imealble personal iNuryand propety damage. Far generu guidance reganding the fabrication. storage. defies , erection and brecblg elbueses and truss systems, we ANSVTFI1 Cuelay Cdtede, DS9489 and BCS1 Building Component 6904 Perko East Blvd. Sadoctnforommon available from Truss Plate Institute,218 N. Lea Street Suite 312, Alexandria, VA22314. Tampa. FL 3a610 Job Truss Truss TyPe Qly Ply J37366-Golden Homes-Pauley Res. T16280087 J37386 V16 Valley 1 1 Job Reference (opt'ona) casc oasr u , nnerce, rc .vraRo b.24U s Uec B ZUIU MI ad,Industries, Inc. Fri Feb 1513:05:19 2019 Page 1 ID:ylEb4zjucpOOwYxi?sFg9rkwOu-khak?91KhzOhV3dC9D3wpP8LVAEIH9dlr7UYrVzku E 4x4 = 3x4 G 8 7 6 3x4 C 1x4 II 1x4 11 1x4 II Scale =1:27.7 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) I/deS Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) Na - rya 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) Na - Na 999 BCLL 0.0 ' Rep Stress Ina YES WS 0.07 Hori 0.00 5 n1a Na BCDL 10.0 Code FBC20177TPI2014 Matrix-S Weight: 58 lb FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-M oc purling. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-0-0. (lb) - Max Harz 1=-147(LC 6) Max Uplift All uplift 1001b or less at joint(s) 1, 5,7 except 6=231(LC 8), 8=231(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=253(LC 1). 6=365(LC 14), 8=365(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 4-6=2791249, 2-8=2791249 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=3.2psf; BCDL=3.0psf, h=15ft; B=75ft; L=34ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vedical 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 par bottom chord live load nonconcerrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fd between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 5, 7 except Ut=1b) 6=231, 8=231. 8) Warning: Additional permanent and stability bracing for truss system (not part ofthis Component design) is always required. ,.tT�PS' FAQ@ i��i %%%J%% p......... E' No 39380 44/ AX- Thomas A Albans PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Padm Fast Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNING -Verily tleaignpanmelerz antl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473rev. 10,03O015BEPORE USE. sesses Design valid for use any with Mrek® ccnnecbra.TNs design Is based only Irian paremmers skown, antl is for an indiwduat bolding component, no �e® a truss system. Befms use the bwlding designer must very me applicability of deUp parameters and pmpery NooNorete this design into the overall bwldingdesgn. Bracing indicated is to prevent budding ofindivldual Wss web order Moro members only. AdIdioneximporaryandpermanentbraung MiTek' Is always"uimd for stability and to prevenl wgapse with possible personal lnjuryand property damage. Forgenerulguidatraregartliythe fabrication, storage, delivery, erection and bmung ofbunes and! Wss systems. see ANSVII)i Duality Crkeda, DSB419 and BCV Suflting Component 6904 Padre East Blvd. Saferylnformadon available Rom Truss Platalmsteute. 218N. Lee S1mmf SuMi31AAldwmMe,VA22314. Tampa, FL 36610 Job Truss Truss Type CRYMy J3738S-Golden Homes-Pauley Res. T16280088 J37386 V20 GABLE 1 1 Job Reference (oDionaO test coast Truse, Ft. Pierce, FL aAH4b 8.2413 s Dec 5 2018 MTek Industries, Inc. Fn Feb 15 13:05.20 2019 Page 1 ID:ylEb4zjuop00coYxi?sFggz uOu-0086DVIySHWY7DCPjwagMcgT6ZX7DcYA3nE6Nyzku_D 9-10-8 Is" 940A 9-109 4x4 = Gad 4 8 7 6 3z4 C 5x5 Style = C33.9 Plate Offsets (X Y)— [7:0-2-8 0.3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 9deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) Na - Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) me - n/a 999 BCLL 0.0 Rep Stress Incr YES we 0.10 Horz(CT) 0,00 5 'n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 741b FT=0% LUMBER. TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural mod sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 Do bracing. REACTIONS. All bearings 19-9-0. fib)- Max Horz 1=184(LC 6) Max Uplift All uplift 100 Ib or less at joints) 1, 5 excepl8=304(LC 8). 6=-304(LC 8) Max Grav All reactions 250 Ib or less at joint(s) 1, 5, 7 except 8=482(LC 13). 6=481(LC 14) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 fib) or less except when shown. WEBS 2-8=-358/321, 4-6=3581321 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=4.2psf, BCDL=3.Opsf; h=15ft; B=75ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight 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 par bottom chord live load nonconmment with any other live loads. 6) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 5 except (jt=lb) 8=304, 6=304. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 1111111111111 `�% ONS A. q�614, �J �� .• Ile Nil\G No 39380 i Off. • <C/4U� '��ii F • • R \ O P •41.0, fill ilNA� Thomas A. Albani PE No.39380 MtTek.USA, Inc. R. Dert 6634 6904 Padm East Bind. Tampa FL 33610 Date: February 15,2019 ®WARNING -Verity d.,ignpananwIws and READ NOTES ON TRISAND INCLUDED MITEKREFERENCE PAGEMIF7473re¢ 1&0L"015 BEFORE USE. valid for use onlywah Mnek®mnneclors. This design is based any upon parameters Shawn, and is bran Individual bunting companem, no Mat starts system. Before use, the budding designer must veriythe applicability of design parameters and prepede tins y ince,pneldesign intothe amid Inildingdesgn. Bredit, indicmed is to prevem buckling of individual Wss web anmor NON members only. Addilionaltempmar'Indpearanembracing M!Tek• Is always required for mabileyand to prevem coAapsa wehposuble personal Injury and propeM damage. Forgenerzlguideceregardingthe fabd.u.n,slmage,delivery,emdionmdbmciTatmsseSeMWsseyslems,see ANSM11 Quality Crffi DSB89 and SCSI Building Component 6904 Pines East BIW. SoAdyb loan men available ham Tares Plate InWWo.218 N. Lee Street, Sude 312, Alexandria, VA22314. Tampa, FL 36510 Job Truss Truss Type Qty Ply J37385-Golden Homes-Pauley Res. T16280069 J37386 ZCJ1 Jack-Cpen 10 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.240 s Dee 6 2018 MTek Industries, Inc. Fri Feb 1513:05:21 2019 Page 1 ID:ylEb4zjucpOOwYxi7sFg9zkuQu-g4iUQrmaDbePlNnbGe5OugDryz Q14HJI RzfwOnL C -1-0-0 0-11-0 Scale = 17.6 LOADING Ups!) SPACING- 2-0-0 CSI. DEFL. in (too) gde0 L/d PLATES GRIP TCLL 20.0 Plate Grip COL. 1.25 TC 0.22 Vert(LL) 0.00 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB. 0.00 Horz(CT) 0.00 4 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 5111 FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP ND.3 TOP CHORD BOTCHORD 2x4SPNo.3 BOTCHORD REACTIONS. (Ib/siize) 3=3/Mechanical, 2=158/0-8-0, 4=15/MechaniwI Max Ho¢ 2=79(LC 8) Max Uplift 3=3(LC 1). 2=197(1_C 8), 4=15(LC 1) Max Grav 3=20(LC 8), 2=158(LC 1), 4=43(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 0-11-4 oc pudins. Rigid calling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=75ft; L=34ft; eave=oft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or lough handling and erection conditions. It Is the responsibility of the fabricator to increase plate sizes to account for these factors, 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconwrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will in between the bottom chord and any other members. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 to uplift at joint(s) 3, 4 except (jt=1b) 2-197. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. PS A No 39380 aa oa aw p� * r�4�: JONA,10 Thomas A. Albans PE No.39380 li USA, Inc. FL Cert 6634 69M Parke East Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNING - Verify dcN1n PwwdeINa and READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE MII-0413 rev. fitnorz015 BEFORE USE. aaaaaa Design valid for use onlywll, MTeltOD connectam. This design Is based ony upon parameters shown, and Is force Individual builtilg companem. no pat aDusaSyatera. Were use, the buiidhgdesignermustvedfy NoappiirsbilAy of design parametersand prepeMlncoryw oate this design M Me o2ll buildingdesign. Bracing indicated is to prevent bucaing of MdMdual then web andbr Nord members only. MdMnaltempomryandpermanembmhg MiTek- Isalways required for Sabiayand toprewitcotapsewith possible personal injury and property damage. For general guidance regarding Me fabricated. storage. delivery, erection and bmdlg offense and Vasa Systems. San, ANSITPll Quality Cdhda, DS"9 and Best Building Component 6904 Parke East BIM. SemelylefofmMlon available bore TonsPlate Institute, 218 N. Lea Street. Sure 31Z Alexandra, VA22314. Tampa, FL 361110 Job Truss Truss Type pry Ply J37386-Go1den Homes-Pauley Res. T76280W0 J37386 ZCJ3 Jack -Open 10 1 Job Reference (optional) test coast I toss, 11,'000S. FL t91e4e 5.24U s Dee 6 2018 MITek Industries, Inc. Fri Feb 1513:05:22 2019 Page 1 ID:ylEb4zjucpOOwYxi?sFg9zkuQu-8GGseBnC umGMWMngLWRIIthNGeUXXTX5jDSgzku_B -0O 2-114 1-0-0 2-11-4 Scale =1127 2-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Won Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 Be 0.11 Vert(CT) -0.01 4-7 -999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hoa(CT) -0.00 3 War Flat BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight: 121to FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural woad sheathing directly applied or2-11-4 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. REACTIONS. (Ib/sae) 3=59/Mechanicml, 2=195/0-8-0, 4=30/Mechanicel Max Horz 2=132(LC 8) Max Uplift 3=53(LC 8), 2=163(LC 8), 4=-1 (LC 5) Max Grav 3=71(LC 13), 2=195(LC 1). 4=49(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=15fl; B=75fl; L=34fi; eave=4fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and fight exposed; end vertical left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its Center. 4) This truss has been designed for a 10.0 par bottom chord live load nonconwrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rn between the bottom chord and any other members. 6) Refer to for truss to truss ♦`BPS r A yq'� 4, girder(s) Connections. 7) Provide bearing IS 3, ♦♦ ♦♦' f, �, 4e mechanical Connection (by others) of truss to plate Capable of withstanding 100 uplift at joints) 4 except Ql=1b) 2=163. ♦♦ 0,0 I,, E N • • '9,1, ,O�`Z' .••� G 5+ ., V F•••• 8) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. / �� ; No 39380 1. 0 ��� �i,�F •G 0R\QP'jN elf E Thomas A Albanl PE No.39380 MITek USA Inc. FL Geri 6634 6904 Padre East Blvd. Tampa FL 33610 Data: February 15,2019 ®WARNING - Verify tleslgn parameters and READ NOTES ON MIS AND INCLUDED AVILK REFERENCE PAGE A1147473 rev. 16D3/2016 BEFORE USE. Design valid for use only wet hbTek® carecWT ibis design Is based ony can parameters sixen, end Is far an IMMIMIal Weems romporcnt, not a truss system. Before use, the building designer must vv y, me applicability of design parameters aIq properly mcomarme MIS design mto the overall bUldingdesign. BredngindiomedIstopWientbucFMgofWaverer tars web WNW cmNmembenOnly. AMIMIonaltemporaryand WmmemMixing Wek' Is always required for stability and to prevsm o0apse with possible personal lquryand pmpeny damage. For general guidance regarding Me labdwtlon,storage,delivery, erection and bradng of Uusees and Vvsa Systems. we ANSIAPH Dually OrMedA, DSBi and SCSI Building Component 6904 Parke East BNd. S.Raylaromembo andeble TWO Truss Plata Insteute, 218 N. Lee Street, Suite 31Z Alexandria, VA22314. Tampa. FL 36610 Job Truss Truss Type Cry Ply J37386-Golden Homes-Pauley Res. T16280091 J37386 ZCJ5 Jadc-0pen q 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 PZB 8.240 a Dec 6 2018 M7ek Industries, Ills. Fri Feb 1513:05:22 2019 Page 1 134ale=1:17.6 4-11-a LOADING (psf) SPACING- 2-0-0 Cat. DEFL. in (Joe) War L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(L-) 0.07 4-7 >802 240 MT20 244119D TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.06 4-7 -944 180 BCLL 0.0 Rep Stress Ina YES VVB 0.00 Horz(CT) -0.00 3 Na Na BCDL 10.0 Code FBC20171FPI2014 Matrix -AS Weight: 181b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (III/size) 3=114/Mechanica1,2=262/048-0,4=57fMechaniwi Max Horz 2=185(LC 8) Max Uplift 3=-126(LC 6), 2-271(LC 8), 4=81(LC 8) Max Grav 3=122(LC 13), 2=262(LC 1), 4=85(LC 3) FORCES. (III) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-secend gust) Vasd=124mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15ft; B=75ft; L=34ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); canglever left and right exposed ; end vertical left and right "posed: porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about 8s Center. 4) This truss has been designed for a 10.0 psf bottom chord live load nanconcti ent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-64 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical Connection (by others) of truss to beading plate Capable of withstanding 100 Ib uplift at joint(s) 4 except Qt=lb) 3=126,2=271. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 9) Waning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. J�J♦��O�PC N Fe'9•j,���'� No 393BO i c • y[/�� fG Thomas A Albans PE No.39380 MITek USA, Inc. FL Dart 66M 6904 Parke East Blvd. Tampa FL 33610 Bate: February 15,2019 ®WARNING VFd,Ecsign,—rollers and READ NOTES ON THISAND INCLUDEDMITEK REFERENCE PAGE Ml47473 re. Issueless BEFORE USE. Desgn valid for use ord, wtlb MiTek®coimactors. ins design Is bnsetl only upon parameters shown. and is farm iMiNduel brining componem. net a Wss system. Bgova use, lire building designer must veriy the appasbllilyealearn parametera and properly Moorlands 015 design Mtothe overall �-�.YY■ bug4Mgdeslgn. Bradng indicated is to prevem everbg of Ma'Mdual Was web andi Dora members only. AdddiOmd temporary and pennanesd becln9 M!Tek' is always required for gabby and to prewat collapse wait possible personal lNury and property damage. Forgene al guldanee regarding Ne fabdwaon. sdorege, tleevery, eieaian and bradng ofWues antl trusty system ,see ANSWPH Duality Crnene, DSB49 and BCSI Building Cemponern 6904 Parke East BAN. Sefverig manors aw46able Mom Truss Plate lneldate,218 N. Lee asset, Sues31ZAleraadfli VA22J14. Tempe. FL 36410 Job Truss Truss Type 0ty Ply J37386-Golden Homes-Paulay Res. T16280092 J37386 ZEJ5 Jack -Open 22 1 Job Reference o tonal East Coast Truss, FL Pierce, FL 3 U,16 2x4 = 8.240 s Dec 6 2018 MTek Industries. Inc. Fri Feb 15 13:05:23 2019 Scale=1:18.3 5-14 LOADING (psi) SPACING. 2-0-0 CST. DEFL. in (IOC) gde0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 VerULL) 0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.40 Vert(CT) -0,06 4-7 >999 180 BCLL 0.0 ' Rep Stress Ina YES We 0.00 Horz(CT) -0.00 3 n1a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 19 lb FT=0% LUMBER - TOP CHORD 2x4 Be No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=118/Mechanical, 2=268/04l-0, 4=59/Mechanicel Max Horz 2=190(LC 8) Max Uplift 3=114(LC 8), 2=178(1_C 8). 4=-3(LC 8) Max Grant 3=139(LC 13), 2=270(LC 13), 4=88(LC 3) I FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES. 1) Wind: ASCE 7-10; Vut=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=75ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ' 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about is center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except QI=lb) 3=114, 2=178. 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. 9) Warding: Additional permanent and stability bracing for truss system (not part of this component design) is always required. ,S A. q4e,,�� �Q` �� .• O E N & No 39380 r rr Ott OR 1 4��%%`, Thomas A. Albanl PE No.39380 Mfrek USA, Inc. FL Con 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNINI,-Vwd d.,oparametersa„tl READ NOTES ON THIS AND INCLUDED MIFER REFERENCE PAGE MI-7413m¢ WoMN015 BEFORE USE. Desljn Veld or use only WIN MTek® correctors, Mns design Is baaecl only Upon pNamelere Hawn, and ISIW An IMIVId.of Wrong companeM not a Wss system. Before use, Me bulging designer mug wriythe epp5cati l,of design paramtters and properly incorporate Nis design "a Me owm A buildingdesign. Masai inOiwted is to prevent Woorm, of NNvidual ours web anNorrNOM members ony.Add'gbnal temporary atg permaneN hazing WOW Is always requlted for stabigy and to prevent wrapse win possible peoonal Vjuryend propeM damage. For geneut guldance regstNng the fabgr on,sgmge,deWe,emWonwdbmdngofbussesaMlNresy5lema,see ANSVTP/f quality Corona, DSS49 and SCSI Building Component 6904 Parke East BIM. Salmyhobaneflon ass Wa from Truss Plate Ins e.218 N Lee Street, Suite 3lZ Alo dU. VAU314. Tampa, FL 36610 Job Truss Truss Type Oty Ply J37386-Golden Homes-Pauley Res. T16280093 J37386 ZEJ5G Monopitch Girder 1 1 Job Reference (optional) I Lass, Ft. Pierce, FL 34twe 8.240 a Dec 62018 MITek Industries, Inc. Fri Feb 15 13:05:24 2019 Page 1 ID:ylEb4zjucp00wYxi?sFg9eku0u-5fOd2soTVVJOzcgVAymf5WSrBfBrFyROm OCJWIzku 9 5.14 5.1.4 Scale=1:1a.3 2x4 II 2 axe 6 sx4 II Plate Offsets KY)— f1:0-2-10.D-1-81 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (too) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.10 3-5 >619 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.13 3-5 >467 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 3 n/a rite BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Weight: 241b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP DES WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (Ib/size) 1=1122/0-8-0, 3=829/Mechanical Max Horz 1=166(LC 5) Max Uplift 1=605(LC 8), 3=-457(LC 8) FORCES. (lb) - Max. Com LlMax. Ten. -All forces 250 file) or less except when shown Structural wood sheathing directly applied or 5-1-4 oc purlins, except end verticals. Rigid Ceiling directly applied or8-10-7 oc bracing. NOTES- 1) Wnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=3.Opsf; h=15ft; B=75ft; L=34ft; eave=4ft; Cal. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This Mass has been designed for a 10.0 psf bottom chord live load nonwncurenl with any other live loads. 4) - This Mass has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 5) Refer to girders) for truss to Mass connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at)oint(s) except 0=11h) 1=605,3=457. 7) Use USP HUS26 (With 14-16d nails into Girder 8 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-2-0 from the left end to 3-2-0 to connect trusses) to front fete of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) Warning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. 10) In the LOAD CASE(S) section, loads applied to the face o1 the Mass 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 (pit) Vert: 1-2=54, 1-3=20 Concentrated Loads (lb) Vert: 5=792(F) 6=792(F) ``pop,S F A ' A�9 G E IV No 39380 44/ 00 tC . OR 1 O, rN % �� ""IIJON AI '� , N% Thomas PL Albans PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNING- Vcrilytlesign Panrr..1r rd REAONOrE50N THIS AND INCLUDED MITEK REFERENCE PAGE 11II-7473 rev. l0.W/3015 BEFORE USE. ' Oesignvalid for use only with Unteks3cannectars. Tuts design Is based only also pammetels shown, and Is for an Individual Mailing consonant not a bass system. Before use, Me building deagner MUSI worry Pro appgrzbilly of dedgn parameters and popery incomorste Ws design into Me overall buildingdealgn.Bracing indicated is to prevent budding of lndiMtlual Muss web andlmchord members day, AddNanaltemporayandpermanembracing MiTek' Is always reiUred for nabiBy, and to prewar collapse with possible personal injury and property damage. For general Vicente regarding Me febrea4on,storage. dtrani.erection and bmdng of trusses and Wss syslems. sea ANSVTP11 dually Crltoda, DS"9 and 6GS1 Building Component 89M PaMe East Blvd Safeylonvidalon a Rablefrom Truss RMeInstitute,219N.Lea SMO.Suite312,Alexandria,VAM14. Tampa, FL assia Job Truss Truss Type Oly Ply J37386-Golden Homes-Pauley Res. T16280094 J37386 ZEJ7 Jack -Open 4 1 Job Reference (optional) East Coast Truss, Ft Pierce, FL 34946 3x9 = 8.240 a Dec 6 2018 MTek Industries, Inc. Fri Feb 1513:05:24 2019 Page 1 Scale=1:236 Plate Offsets (%,Y)— [2:0-0-12,Edge] LOADING (Pat) SPACING- 2-0-0 CS]. DEFL. in (too) Udell Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.31 4-7 >268 240 MT20 2441190 TCDL 7.0 Lumber COL. 1.25 BC 0.81 VerICT) 0.27 4-7 -313 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.01 3 n/a DIG SCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 24 Is FT=0% LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=169/Mechanica1, 2=336/O-B-0, 4=81/Mechanical Max Hom 2=241(LC 8) Max Uplift 3=188(LC 8), 2=332(LC 8), 4=-117(LC 8) Max Grav 3=182(LC 13), 2=336(LC 1), 4=122(LC 3) FORCES. (Ib) - Max. Comp.lMax. Ten. -All forces 250 (Ib) or less except when shown. 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=4.2ps1; BCDL=3ApsY h=15ft; B=75ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except (jt=1b) 3=188,2=332,4=117. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 9) Waring: Additional permanent and stability bracing for truss system (not part of this component design) is always required, No 39380 411 A0 , Ito *4u , p��ss 0 N A; „?;?♦♦ Thomas A. Albans PE No.39380 MITek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Data: February 15,2019 ®WARNING- Verily design pen,w ers and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE M147473 row.10/03R015BEFORE USE. veawa Design valid Or use only with NfroaDcnnnecmrs. This design Is based only upon Decorators shown, end Is for an inEivkual building component, not a truss system. Before use, the bWldng designer meal very the appgrablay of design pafamoters and Properly Incorporate mld design We the overall bugdingdesign. Baying Indicated is to prevent burkGng oflndmidual truss web WWttdled members ony. AddA,aaltemporayandpermanenlbal M!Tek' Is always required for Mobility and to prevent collapse wed passible personal lNury and property damage. For geneal guidance regarding the hbriration, storage, delivery, erection and among ofeusses and lass systems. see ANSVTF/f Ouanty Cdtede, OS649and SCSI Building Component 690, Parke East Blvd. Sereylfdoddd .avagable hOm Tmas Plate InsBuk, 216 N. Lea SVeot, Suite 312. Alexandria, VA 22314. Temps, FL 36610 Job Truss Truss Type 0ty Ply J373B6-Goltlen Homes Res. T16280095 J37386 ZHJS Diagonal Hip Girder 3 1 Jab Reference o tional East Coast Truss, Ft. Pine o., FL 3 vnts 8.240 s Dec 6 2018 MTek Industries, Inc Fri Feb 15 13:05:25 2019 Page 1 Ocoyxi?sFg9zku0u-Zry?GCp5Gp8gD 4MVUAL3gNMlaFbhtkvD2xt3gzku 8 Scale = 1:17.8 &9-e 3-06 LOADING (pSQ SPACING- 2-0-0 CSI. DEFL. in (too) Well Ind PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Ven(LL) -0.03 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.03 7-10 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.10 Hoa(CT) 0.00 5 We fda BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 31 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 0o purtlns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=74/Mechanica1, 2=382N70-15, 5=181/Mechanical Max Horz 2=189(LC 24) Max Uplift 4=77(LC 8), 2=-218(LC 8), 5=-61(LC 8) Max Grev 4=81(LC 17), 2=382(LC 1), 5=197(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5161102 BOTCHORD 2-7=157/407, 6-7=1571407 WEBS 3-6=447/172 NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; B=75ft; L=3411; eave=oft; Cat. II; Exp C; Encl., GCpt=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 fora 10.0 par bottom chord live load nonconcunenl with any other live loads. \\\III1111//j 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. `\\\'\t, PS A, q "far 6' L <e 6) Refer to girder($) for truss to truss Connections. `% �0,��.•'�GENg'•'9 2/ 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) 4, 5 except Qt=lb)'• 2=218. 7) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated loads) 104 lb down and 61 Ib up at No 39380 3 1-4-15, 104 lb down and 61 Ib up at 1-4-15, and 112 Ib down and 791b up at 4-2-15, and 112 Ito dawn and 79 lb up at 4-2-15 an top chord, and 48 lb down and 41 Ib up at 1-4-15, 48 lb dawn and 41 Ib up at 1-4-15, and 261b down and 9lb up at 4-2-15, and 261b down and 91b up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Waning: Additional permanent and stability bracing for truss system (not part of this Component design) is always required. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �0�, LOAD CASE(S) Standard i CC •'; OR IV..*• 1)Dead +RoofLive (balanced): Lumber Increase=1.25, Plate Increase=1.25 ��'�SS�ONUniform A� Vert: 1-4-54. 5-8=20 Concentrated Loads (lb) Thomas A. Albanl PE No.39380 Vert: 14=10(F=5, B=5) MiTek USA, Inc. FL Dart 6634 6904 Parke Fast Bind. Tampa FL 33610 Date: February 15,2019 ®WARNING- Verily design pammerersand READ NOTES ON TRIS AND INCLUDEDMIrEK REFERENCE PAGE M11-7473 rev. IMOW015 BEFORE USE. '-■�' Design valid for use only wreill, MTeWconneclore. "is design is based only upon parameters shorn, and Is for an individual bending mmppneM not a miss system. Befouse, the bundNg designer must verity"e opficabiBy of dedip parameters and properly incorporate Nis design brio tine overall +�.�e build'mgdesign. Bracing indicated is to prevent buckling of individual truss web andorchom members only. Addbional temporary and permanent bracing M!Tek' isalways required for stability and to prevent oulapse wah possible personal injury and property damage. For general guidance regarding the fabdoseon, storage. delivery, annexed and adding oftrusses ails Wu systems,see ANSM11 Quality Creamer DS889 and B"l Building CompoRAM 6904 Failed East Bind. SalefylnbrmoWn avallable from Tmss Pieta lnsinme, 219 N. Lee greet, aurae 312, Alexandria, VA22a14. Tampa. FL Sam Job Truss Truss Type pty Ply J3738&Golden Hones-Pauley Res. T16280096 J37386 ZHJ7 Diagonal Hip Girder 2 7 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.240 a Dec 6 2018 MTek Industries, Inc. Fri Feb 15 13:05:26 2019 Page 1 Scale =1.232 LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING. 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor NO Code FBC2017frP12014 CSI. TC 0.47 BC 0.47 WB 0.31 Matrix -MS DEFL. in (too) 6defl L/d Vert(LL) 0.11 6-7 ,999 240 Vert(CT) 0.09 6-7 0999 180 Horz(CT) -0.01 5 n/a Tura PLATES GRIP MT20 2441190 Weight: 42111 FT=0% LUMBER. BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0Go puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.2-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=125/Mechanical, 2=515/0-10-15, 5=326/Mechanical Max Hoa 2=240(LC 8) Max Uplift 4=141(LC 8), 2=-082(LC 8), 5=388(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=756/695 BOT CHORD 2-7=-760/684, &7=760/684 WEBS 3-7=-257/285, 3-6=743/825 NOTES- 1) Wind: ASCE 7-10; Vu3nl60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.OpsY h=15ft; B=75ft; L=34ft; eave=4ft; 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 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 nonconcurent with any other live loads. 4)-Thistrusshasbeendesigned for a live on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewill �q���1,, betwen e don chord andanyothermembef 5)Refer to girder(s) for truss to truss connections. ♦♦♦,'nn�PsrA ♦ 1v 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at Jolm(s) except (1t=1b) . �........ • e'92�i 5=388. ♦��.Z.� . �- F•••• 4=141, 2=482, %% 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1041b down and 61 Ih up at j� O 393 80 1-4-15, 104 Ib drum and 61 Ito up at 1-4-15, 112 lb down and 79lb up at 4.2-15, 112 Ito down and 79 lb up at 4-2-15, and 1371b * down and 161111 up at 7-0-14, and 137111 down and 161 Ib up at 7-0-14 on top chord, and 103 lb down and 37 lb up at 14-15, 103 Ib down and 371Is up at 1-4-15, 81 Ib down and 4 lb up at 4-2-15, 81 Ib down and 4lb up at 4-2-15. and 39 lb down and 41 Ib up at — * — 7-0.14, and 39 lb down and 41 It, up at 7-0-14 on bottom chord. The desigrdselection of such connection device(s) is the responsibility of others. 9 C(/ Z 8) Waning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. O •' �/ ��� 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). n •• ��,♦� R 1 LOAD CASE(S)Standard )Live(balanced): ' O _,`• �\��S�♦♦ S��NA� cre 1)Dad Roof Lumber Increase=1.25, Plate Inase=1.25 �,`, Uniform Loads (p ff Vert:1-4=54, 5.8=20 Thomas A. Albani PE No.39380 Concentrated Loads (Ib) Mlrek USA, Inc. FL Bert 6634 Vert: 13=75(F=-38, B=38) 15=-10(F=-5, B=5) 16=.57(F=-28, B=28) 6904 Parke East Blvd. Tampa FL 33610 Date: February 15,2019 ®WARNING. vefify design paramobn and READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE mu-]473 ree 1%012015 BEFORE USE. Design valid for use only with ldfli cormecome The design Is based only upon pmemders shown, and is Wan Individual Willing component, not ��**BB Nat' a Miss system.Before use, the building designer must verify Me applicabilityofdeagn Parameters and propertyNwrpomm mis design lntothe overall buildingdesign. BracNgturcated is toprOwntbufkl'rug of NdMdual Wss web Broker MOM membersolf. AddtllonaltemporeryaMpermaneMbracing MiTek' IsaWays requ'ved for stability and to prevent cause, with possible personal lduryand propeM damage. Forgenowguidanceregaming Ne labduban,domge,deWery,emdlunwdbmdnol WssesaMWsssystems,nee ANSUTPIi Closely CMeda, M"9 and SCSI Binding Component 6906 Parke East BW. Safeyea/mnmlan avaiiablefrom Truss PIMelndYNe.216N.Lee Slttd,Sube312AlexendM,VA22314. Tampa, F136910 S Symbols PLATE LOCATION AND ORIENTATION �4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Olfir I For 4 x 2 orientation, locate plates 0- yig' 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 by symbol shown and/or th by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI1TPl1: 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 648 I I dimensions shown o scat -sixteenths (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 ]CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTeka . MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal 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 matedals 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 lightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIrrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIrrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13, Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chorus require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 16. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPI 1 Quality Criteria.