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HomeMy WebLinkAboutTRUSS PAPERWORKKt: J37732 WIN I en vaey 151. . J37732-Hometech Contractors-1553 Model 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Hometech Contractors Project Name: J37732 Lot/Block: Model: Address: 5110 Birch Dr. Subdivision: .1 �9 City: Ft. Pierce State: FL File Copy 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: Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 43 individual, dated Truss Design Drawings and 13 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T16879940 a01 4/25/2019 22 T16879961 d03g 4/25/2019 2 T16879941 a02 4/25/2019 23 T16879962 mv2 4/25/2019 3 T16879942 a03 4/25/2019 24 T16879963 mv4 4/25/2019 4 T16879943 aO4 4/25/2019 25 T16879964 mv6 4/25/2019 5 T16879944 a05 4/25/2019 26 T16879965 mv8 4/25/2019 6 T16879945 a06 4/25/2019 27 T16879966 v4 4/25/2019 7 T16879946 a07 4/25/2019 28 T16879967 v4a 4/25/2019 8 T16879947 a08 4/25/2019 29 T16879968 v8 4/25/2019 9 T16879948 a09g 4/25/2019 30 T16879969 02 4/25/2019 10 T16879949 a10 4/25/2019 31 T16879970 zcjl 4/25/2019 11 T16879950 all 4/25/2019 32 T16879971 zcj3 4/25/2019 12 T16879951 a12 4/25/2019 33 T16879972 zcj3t 4/25/2019 13 T16879952 al3g 4/25/2019 34 T16879973 zc15 4/25/2019 14 T16879953 b01 4/25/2019 35 T16879974 zcj5t 4/25/2019 15 T16879954 b02g 4/25/2019 36 T16879975 zej3 4/25/2019 16 T16879955 b03 4/25/2019 37 T16879976 ze15 4/25/2019 17 T16879956 b04g 4/25/2019 38 T16879977 zej7 4/25/2019 18 T16879957 001 4/25/2019 39 T16879978 zej7t 4/25/2019 19 T16879958 c02g 4/25/2019 40 T16879979 zhj3 4/25/2019 20 T16879959 d01 4/25/2019 41 T16879980 zhj5 4/25/2019 21 T16879960 d02 4/25/2019 42 T16879981 zhj7 4/25/2019 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: Lee, Julius My license renewal date for the state of Florida is February 28, 2021. Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSVTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek 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 property incorporate these designs Into the overall building design per ANSI/rPi 1, Chapter 2. 2019 1 of2 RE: J37732 - J37732-Hometech Contractors-1553 Model Site Information: Project Customer. Hometech Contractors Project Name: J37732 Lot/Block: Subdivision: Address: 6110 Birch Dr. City, County: Ft. Pierce State: FL No. Seal# Truss Name Date 43 T16879982 zhj7t 4/25/2019 2 of 2 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL33610-4115 Job Truss Truss Type 0ty Ply J37732-Hometech CorNactors-1553 Model T16879940 J37732 A01 Scissor 4 1 Job Reference (optional) East Coast Truss, Ft Pierce, FL 34946 8.240 s Dec 62018 05.40:37 2019 Scale=1:50.5 44 = 3x8 i 3.6 I ]-514 136-0 20.8-14 26-114 ]-5-14 &0.2 ]-0.14 I 6La Plate Offsets KY)- t1:0-2-9.0-1-81 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) UdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(L-) -0.22 BAD >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.51 9-10 aB29 180 BCLL 0.0 Rep Stress Ina YES WB 0.73 Horz(CT) 0.32 7 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 133 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 •Except• 5-7: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/sae) 1=1198/0.7-10, 7=1324/0-6-14 Max Horz 1=249(LC 7) Max Uplift 1=-332(LC 8), 7= 424(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid calling directly applied. FORCES. gb) - Max. Cor ip[Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=3725/946, 2-3=-2624/615, 3-4=2168/536, 4-5=2439/618, 5-7=1305/439 BOT CHORD 1-10=732/3388, 9-10=731/3395, 8-9=396/2166 WEBS 2-9=1061/448, 3-9=-317/1644, 4-9=375/198, 4-8=260/123, 5.8=374/1905 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vu8=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=3.Opsf; h=15ft; B=64ft; L=2911; eave=4ft; Cat. II; Expo B; 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 as 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the boftom chord and any other members. 6) Bearing at jotnt(s) 1, 7 Considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7),Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) except (p=1b) 1=332,7=424. 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. No 34869 DR\OP, Julius Lee PE No.34869 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 ® WARNING -Vent, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. f0/OU3015 BEFORE USE. Design valiE gotten onywith Mmekel commerce. This design Is bands any upon parameters shown, and is Ewan indivdual buratog mmpapamL net �� a goesstem. Before use, the building designermuslveriythe appecabilty of design parameters and properly incorpor to NO design intpthove e ran ��-��.YYY buildingdesign. Bracing indicated is to prevent budding of indvAdual "as web water Nod members Orgy. Additional temporary and permanent bracing MiTeW is always required for stabidiy and to prevant canapaewah possible personal injuryand property damage. Forgeneralguldamrceregadingthe fabrication. atarage,delivery,erecigon and boxing assume and doss systems, see AWV7711 Quality afford, DSB49 and BCSI Building Component 6904 Parka East BNd. SAreytnimmetion avalable fmm Tvsz Plde InsWNe, 21e N. Lee Sheet Suae 312. Aleaantlria, VA22314. Tampa, FL 30810 IN Job Tsuss Tnsss Type pry Ply J37732-Hometech ConUactad-1553 Madel T76879941 J37732 02 Scissor 1 t Job Reference (optional) d 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Apr 25 05:40:37 2019 4xa = 3a8 i Safi II 7-5-14 13-60 26614 26-11-4 ]-5-14 I am I Scale = 151.4 Plate Offsets (%,Y)— 12.0-2-9 0-1-81 LOADING (psq SPACING- 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Ven(LL) -0.22 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Ven(CT) -0.51 10-11 >623 180 BCLL 0.0 ' Rep Stress Ina YES WE 0.72 Horz(CT) 0.32 8 n/a Na BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 136111 FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP N0.3 -Except' 63: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=1299/0-7-10,8=1321/0-6-14 Max Ho¢ 2=264(LC 7) Max Uplift 2= 408(LC 8), 8�422(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (III) - Max. Comp./Max. Ten. -All forces 250 (lb) Cr less except when shown. TOP CHORD 2-3=3692/917, 3-0=26141606, 4-5=2160/529, 5-6=-2433/612, 6-8=-1302/437 BOT CHORD 2-11=702/3355, 10.11=703/3364, 9.10=-391/2160 WEBS 3-10=-1038/428, 4-10=30811634, 510=-376/198, 5-9=260/123, 6-9=369/1899 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10: Whet70mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=64ft; L=29ft; eave=oft; Cat. II; Exp S; 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 notation about its center. 4) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 6) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (it -lb) 2=408,8=422. 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. GEI 34869 r4rn n4��� Julius Lee PE No.34869 Al USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 flatly. April 25,2019 ®WARNING-VNRI design Paramelen antl READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mll-7473 rev. 1WOM016 BEFORE USE Design valid far use only with MReMsonnectors. This design is based only upon parameters shown, and Is for an individual building component, nth �' atmsS System. Before use, the building desgnermust venryme applicability of design parameters and papery incorporate this tlesign We Me overall bolidingdesign. Bashing Indicated late prevent budding, of mdNldualbuss web mdloramd members only. Additional temporary and permanent trading MiTek' tsahvaysreguhedforMabiPyandtopmwe collapsewithpossiblepersmulinjurymdpmpdydamage. Fcrgenemlguidenwreinin gagme Wericalion, Storage. delivery, emctonandbredirgofhusses andmus Weems, we ANSg lDuality Comda,DW49and BCslauflding Component Sareiylafomladon availablehem TMSSPlate Institute,218N.LeeS M,Su4e312Nexmdt 6904 Peos East She, .VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply J37732-Hometech Contractors-1553 Model J37732 03 Root Special q q T16879942 IsI -r r 1.Job Reference (optional) Sea .......`•^^" B.240 s Dec 62018 Mire, Industries, Inc Thu Apr 25 05:40:38 2019 Page 1 ID:Azwe9kQ9y8_eM3QtergXulzCHTo-_tNJEOTa19Y918iRnJaZyj8wa_J8gy1FVD1678zNGdN 16-3-16 7S1d 1a6-0 1566 230-0 TS14 ]-0.2 t b6 T- 7- 3 4x4 = a.Ou Ilz 7514 136-0 15&6 221-14 3E-0 ]S14 e-0.2 2-20 6-941 1 2 2 Scale = 1:48a Plate Offsets (X Y)— f1:0.1-70 Etl e1 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (Joe) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.17 10-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.3810-11 >743 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.77 Hoa(CT) 0.17 5 n/a n/a BCDL 10.0 Code FSC2017rTP12014 Malfix-AS Weight: 116 lb FT=0 LUMBER - TOP CHORD 2x4 SP Nm2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/sae) 1=1066/0-7-10, 5=1077/0-7-10 Max Horz 1=174(LC6) Max Uplift 1=288(LC 8), 5=299(LC 8) BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 9.3-0 oc bracing: 5.6 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3217/929, 2-3=-2046/592, 3d=1619/539, 4-5=1742/513 BOT CHORD 1-11=879/2913, 10-11=-879/2912, 9-10=-380/1539, 6-9=369/1494, 5-6=-369/1495 WEBS 2-11=0/264, 2-10=1118/455, 3-10=-410/1374, 4-10=286/128 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=3.Opsf; h=15ft; B=64ft; L=29ft; eave=4ft; Cat. II; Exp B; 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 for a plus or minus 0 degree notation about as center. 4) This truss has been designed for a 10.0 par bottom chord live load noncancument 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 fa between the bottom chord and any other members. 6) Bearing atjoint(s) 1 Considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 1=288, 5=299. 8) This truss design requires that a minimum of 7116" structure[ wood sheathing be applied directlyto the top chord and 1/2" gypsum sheemock be applied directly to the bottom chord. ,,%%J"VLIUS� :. SF.,. �'.. 34869 NAL Julius Lee PE No.34869 MITek USA Ina R. Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Data April 25,2019 ®WARNING -Venry design panmerers anCREFD NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE Mll-7473 rev.10/036015 BEFORE USE. Design valid thrum onyweb Mirek® co menors. This design is based only upon paametersshown, antl is far an individual buddirg component, not anoSaystem. Before use,me busking designermuAvedy NaappticabitiyOdeslgn MMetorswdpmpedyNwryorrta Nis designinte Neowrall bMlSngdesgn. Ending irMicated is to prevent buckling of individualWss web anmm ci members Coy. AddaionaltempmayandpermmeMbmmg -•Y _ MOW alwar st ys required foability and to prevent weapse Won possible personal injury and properly damage.For general guidance regarding Me fabrication, storage, delhey, creation and trading of Musses add truss systems,see ANSVTP/1 Dueliry Canada, DSB49 and SCSI Building Compomat 69041 Parke East Biwt. SoNyinfumreden available Mom TMSa Plate IRs M0.218 N. Lea Street, 6uee 312. Alexandria, VA22314. Tampa. FL 36610 Job Truss Truss Type Ott, J37732-Hometech Contractors-1553 Model T16879943 J37732 04 Root Special 1 1 • Job Reference Ia tional Truss, Ft. Poerce, FL 34946 4x6 = 8.240 s Dec 6 2018 MITek Industries, Inc. Thu Apr 25 05:40:39 2019 Scale =1:522 _._ , - 10 .. .. 3x8 � 2x4 II 5x5 = 3x4 = 138-0 2i146 1-0b 24d-15 29-0-0 7-5-14 642 a.1n.a N 34yg LT_1 Plate Offsets (X,V)— 11:0-0-10 Edge1 I8:0-2-8 0-1-121 f11:0-54 0-3AI LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deff L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.26 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.6311-72 >549 180 BCLL� 0.0 Rep Stress Incr YES yV6 0.86 Hoa(CT) 0.37 6 Na n/Is BCOL 10.0 Code FBC20177rP12014 Matrix -AS Weight: 1421IS FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2'Excepr BOTCHORD 1-12: 2x4 SP No.1, 4-9: 2x4 SP No.3 WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 1=1309/0-7-10, 6=1422/0-7-10 Max Hoe 1=228(LC 6) Max Uplift 1=358(LC 8), 6=-433(LC 8) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 1-2=4151/1051, 2-3=31071731, 34=2573/625, 4-5=3265/640, 5-6=2508/657 BOTCHORD 1-13=-832/3725, 12-13=-831/3737, 11-12=644/3094, 6-8=-481/2185 WEBS 2-12=-10171435, 3-12=392@003, 4-12=902/344, 5-11=1127751, 5-8=-836/208, B-11=455/2263 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 9.11 1 Raw at midpt 4-12 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.0psf; h=ISft; B=64ft; L=29ft; eave=oft; Cat. II; Exit B; 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 as center. 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 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. 6) Bearing at joint(s) 1 Considers parallel to grain value using ANSIITPl 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 It, uplift at joint(s) except 0=11b) 1=358,6=433. 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. ENS tp ','����: No 34869 .ORIN 'ONAL Julius Lee PE No.34869 MITek NSA, Ina FL Cert 6634 6904 Parke Fast Blvd. Tampa R.33610 Dam: April 25,2019 WARNING -Verifychest, paIa—l—d READ NOTES ON THIS AND INCLUDED MITEx REFERENCEPAGEMU-7473 re¢ 1WO312015 BEFORE USE. �� Design valid foruse enyw3n M(TeM oormeotnrs. this design i based Cry upon paametere shown, and is for an Ind Ath al building cempo eraL not FEE a Mae system. Before use, are butting designer must WnfyMe applimbiRy of design parameters and properly bcorpomm, this design into the maall buildingdesign. Bracing indicated is to present building of mdessal truss web and/or chord members ony,Add'nionaltemporzryand,xnaan.attaming MiTek' is aWays rryubed for stability and to prema oogapse weh possible personal Injury and property damage. For general gotta mregarding the fabdwtlon, Vaage, donvery. erection and bracing ofUusses and truss Systems. me ANSIT911 Duality Cherie, DOUSI and 8= BuflQng Component aarerylnfarmmion a ilablefrom TNSSPlate Institute,21a N.Leeataet.Suite312,Alexandria,VA22314. B904 Parke Bari Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply J37732-Hometech Contractors-1553 Model ' T76879944 J37732 A05 Roof Special 3 1 Job Reference o tional 3 Truss, Ft. Pierce, FL 34946 3.8 i 4x4 = 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Apr 25 05:40:40 2019 Page 1 :M3QtergXulzCHTo GU3e4UgHmot7Srqukc118HDto FItMYyXCDBOzNGdL 2x4 It 4x8 = 0 3x4 7314 I 136-0 167-10 17-7-09 214i-1 { 27-0-0 r 7-5A4 MI I Scale-1:51.4 Plate Offsets (X,Y)- 12:0-2-9 0-1-81 112:0.5-8 0-1.81 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) gde8 Ud PLATES GRIP TCLL 20.0 Plate GNP DOL 1.25 TC 0.88 VerULL) -0.2213-14 >999 240 MT20 244t190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.5213-14 >618 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.72 Horz(CT) 0.31 8 ails Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 150 lb FT=0 LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No2'Excepr 5.10: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except 1D-0-0 oc bracing: 10-12 REACTIONS. (lb/size) 2=1317/0-7-10, 8=1221/Mechanical Max Horz 2=253(LC 7) Max Uplift 2=409(LC 8). 8=329(LC 8) FORCES. (lb) - Max. CompfMax. Ten. -All forces 250 (Its) or Jess except when shown. TOP CHORD 2-3=3768/973, 3-4=26821664. 4-5=2124/579, 5.6=2467/659, 67=1681/470, 7-8=-11591341 BOT CHORD 2-14=-810/3389, 13-14=-812/3397, 12-13=404/2217 WEBS 3-13=-1043/427, 413=-386/1740, 5-13=-390/144, 9-12=349/1579, 6-12=88/802, 6-9=992275, 7-9=289/1296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vua=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=3.OpsY h=15fi; B=64B; L=2911; eave=4ft; Cat. II; Exp S; 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 as center. 4) This truss has been designed for a 10.0 ps1 bottom chord live load nonconcurent Win 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) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 1001b uplift at joint(s) except gl=lb) 2=409,8=329. 9) This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord and 12" gypsum sheetrock be applied directly to the bottom chord. OpiLlus CFI GENsa No 34869 Julius Lee PE No.34869 Mek USA, Ina FL Cart SM 6904 Parke East Blvd. Tampa FL 33610 Bats: April 25.2019 ®WARNING-Venry tlevgn panmerersantl READ NOTES ON TNSANOINCLU0 DMITEKREFERENCEPA0EMl47473m-. 10/OJ2015 BEFORE USE. Design wild for use only wM MMOW connectors. T6i9 design Is based arty open parameters ¢town, and is for an Nffl M.al bonding component net a truss system. Before use. the building designer must thrifty theapplicabill ofdesign parameters and properly Ncoryorste Or, design into me averam buld1mgdesign. Braong indicated b 10 prevent bucking of MoMdual truss web eraser chord members any AddWonaltemporaryaMpemranen bracing MiTek' Is always required for stability and to prawn collapse with posatle personal Injury and property damage. For general audience regarding the fabrieagon,storage, deWery, erection and trading Of busses and truss "ems. we ANSUTPIf Ouwlrycranes, DSB49 and SCSI Building Component Sareylnformadon awaablefmm Truss PlalelftMdWe,218N.Lea Street.6 de3l],Alexandra,VA22314. 6904 Parke Fast BM. Tampa, FL 36610 Job cuss Truss Type 0ty Piy J37732-Homeletll Contractor:-1553 Model T16879995 J37732 0f HiP 1 1 Job Reference (optional) fist vvaa, 1rus.. R. ne6a, FL J 946 C 8.240 s Dec 62018 MiTek Industries, Inc. Thu Apr 25 05:40:40 2019 Scale =1:52.0 4x8 = 4x4 = 4 19 05 3x4 = 1.4 II 30 = Sx8 = 1.4 II 3x4 = &94 13-00 164)-0 22-2-12 29 s-sb I �e.,e I I I l Ie Plate Offsets(X,V)= 14:0-540-2-01 If O:D-2-120.3-01 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loci Vde0 Lid PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.48 Vert(LL) -0.09 11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.2211-12 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.74 Hon (CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 15416 FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/sae) 7=1403/0-7-10, 2-1403/0-7-10 Max Horz 2=212(LC 7) Max Uplift 7=436(LC 8). 2=436(LC 8) BRACING. TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2389/654, 34=1710f537, 4-5=1439/528, 5-6=17211540. 6-7--2388/654 SOT CHORD 2-12=-459/2063, 11-12=-459/2063, 10-11=217/1439, 9-10=459/2062, 7-9=.459/2662 WEBS 3-12=0/287, 3.11=755/277, 4-11=103/439, 5-10=105/438, 6-10=.747/276, 6-9=0/282 NOTES. 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf BCDL=3.Opsh h=15ft; 8=64ft; L=29ft; eave=ift; Cat. 11; Exp B; Encl.. GCpi=0.18; M WFRS (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 pone ing. 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 3-6­0 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 to uplift atjoirl except oolb) 7=436,2=436. 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. �1111111///I N ...US L.. *iai � 'GENE• No 34869 *; NAL Julius tee PE No.34869 MiTek UK Inc. R Carl 6634 6904 Parke East Blvd. Tampa R.33610 Date: April 25,2019 ®WARNING -Verify design paramelers and READ NOTES ONTRISAND INCLUGED MITEx REFERENCE PAGE MfN473 mv. IW=015 BEFORE USE Design valid for use only WhigMlreks, ponneol This design is based only upon parameters shear, and is for an IndiNdual Wding ilosmponeM not a loss, system Before use, me building designer must van" applicability of design paamelers and propertyNroradme Nis design imp me overall bulldingdesign. Broung indicaled is to provenl buddMg of mtlMdual tress web W&Mcarol members only, AddNoneltampalaryand Ponsurembracing MiTek' Is always required farslablity and to pre"ot cogapse wen possible personal injuryad property damage. For general guidance regarding me ladogbn,dordge,Legvery,eretlnwdbmdngd[MSsesaMWassydems,see ANSM711 Duaay Wanda, DS849 and SCV Building Component Sefeylnformmlan availablefrom Tmss PMteln=0%218N.Lee Blreet,Suite312NexmM 6904 Parke East BIW. .VA22314. Tampa. FL 36610 Job cuss Truss Type Qry ply J37732-Hometech Contractors-1553 Model J37732 07 Hip 1 1 T76879946 Job Reference (optional) a1 4x8 = B.24U 5 UeC B 2U1e MITER Industries. Ina. 1 NO Apr 2b U514U:41 2019 Axis = 2D 21 5 Scale =1:52.0 3x4 = 1x4 It 3x4 = 3z4 3x8 = 1.4 II 3x4 = 5-9-0 11-0-0 1&0.0 23.2-12 2941-0 5-9-0 5-2.12 7-0 62-12 5-9< Plate Offsets (%,YI— 14:0-5-4.0.2-01 LOADING (psf) SPACING- 2-M CS]. DEFL. in (too) Vde8 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Veri(LL) -0.09 10-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Ven(CT) -0.2410-12 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.41 Horz(CT) 0.09 7 n/a rda BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 148 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 7=1403/0.7-10, 2=1403/0-7-10 Max Hom 2=182(LC 7) Max Uplift 7=-436(LC 8), 2=-436(LC 8) BRACING. TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. WEBS 1Row at midpt 4-10 FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250(Ib) or less except when shown. TOP CHORD 2-3=2428/663, 3-4=1901/576, 4-5=1638/559, 5-6=1902/576, 6-7=-2427/663 BOT CHORD 2-13=-476/2105, 12-13=-076/2105, 10-12=289/1637, 9-10=-476/2105, 7-9=476/2105 WEBS 3-12=582/215, 4-12=-651464, 5-10=65/454, 6-10=582/215 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuft=170mph (3-second gust) Vasd=132mph; TCDL=5.Opst, BCDL-3.Opsf; h=15ft; B=64ft; L=29ft; eave=oft; Cal. II; Exp B; Encl., GCpi=0.18; MWFRS (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 ponding. 4) Plates checked for a plus or minus 0 degree rotation about As center. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent 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 6t 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) except (t=lb) 7=436, 2=436. 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. /I 34869 l�►1N�fA_�� %SSW 0R1�.'���� ONA, 'e�`%�� Julius Lee PE No.34869 MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Bat& April 25,2019 ®WARNING � Vedry design panmerers and READ NoTEs ON THIS AND INCLGOED MITEK REFERENCE PAGE Mll-7473 re, 10/0"015 BEFORE USE. * Design vand for use onlywNl MITek®eWNCQers. Tans design Is based oNy Iran pAamelers shosrl. and Is for an individual bullGng wan,onem,.0 �e a muss system. Before use, the building designer must vedtV the appIkabilty of design parameters and propertylncorpmate this design No the Awrali bdlftgdevgn. BmchgindicatedlstopmwMbuWingofNdMdualWeawManNwaommembemwty. Addrbnaltempomryand sminaiembrsdag -•Y�• MiTek' Is always requtredfor stability and to prawat collapse with passible personal injury and property x damage. Forgeneralgukaeregardinggre fatulaion, storage, deG :neatbn and braiding ofmusses and truss systems, see ANSg lQuality Creec0.R h, Ba9 and BCSI Building Component Saretylnrormdhon ewlapla pom Truss Plata Institute,218 N. Lee Smeat, Sure 31Z Alexandra, VA 22314. Bass Parke East BW. Tampa,p aaalo Job Truss Truss Type 0ty Ply J37732-Hometech Contractors-1553 Model T16879947 J37732 A08 Hip 1 1 Job Reference a tional at cuss, FL Pierce, FL 34946 8.240 s Dee 6 2018 MITek Industries. Inc. Thu Apr 25 05:40:42 21319 Page 1 ID:Azwe9k09y8 eM30tergXulzCHTo-sfcg3mW5pN3bE17CO9eV6ZMgkbh7mv2rPMJGnNGdJ 4-9.4 &0-0 74641 2041-0 2d-2-12 29-0-0 30-4-0 4-9-4 4-2-11 5&0 Sb-0 12-12 49.4 1-4-0 Scale =1:52.0 4x8 = 1x4 II 4x8 = 4 20 5 21 6 4x4 = 3x4 = 3x8 = 3x4 = 3x4 = 4x4 = 9-0-0 t4-6-o MOLM 29-D-D 9-" I sr-o I s-so I 9-0-0 I Ia Plate Offsets (X,Y)— (4:0-5-0 0-2-0) (6:0.5-0 0-2-01 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeB L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(L-) -0.15 10-16 a999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.3510-16 >983 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.20 Hom(CT) 0.09 8 rda n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 1471IS FT=0% LUMBER. TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid Calling directly applied. REACTIONS. (Ib/size) 8=140310-7-10, 2=140310-7-10 Max Horz 2=153(LC 7) Max Uplift 8=-436(LC 8). 2=436(LC 8) FORCES. (lb)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2421/692, 3-0=2086/603, 4-5=2107/672, 5-6=2107/672, 6-7=-2086/603, 7-8=2421/692 BOTCHORD 2-13=511/2134, 12-13=348/1811, 10 12=-W/1811, 8-10=511/2134 WEBS 3-13=404/185, 4-13=38/427, 4-12=124/477, 5-12=-026/180, 6-12=-124/477, 6-10=-38/427, 7-10=-005/185 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vu8=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf BCDL=3.0pst, h=15ft; B=64ft; L=29ft; eave=oft; Cat. II; Exp B; Encl., GCp1=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL-1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about 8s Canter. 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-G-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to bearing plate capable ofvhNstanding 100 lb uplift atjoint(s) except 0=11b) 8=436,2=436. 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. \\1111111/1j ........... `,,�� • ��G E Ns *a 34869 •,��S+,�I0NAI 000% Julius Lee PE No.34869 MiTek USA. Inc. R. Cat 6634 6964 Padre Fast Blvd. Tampa R.33610 Date: April 25,2019 ®WARNING. Verify design parameters and READ NOTES ON TWS AND INCLUDED MDEK REFERENCE PAGE MII-0470 mx. rOMOLd015 BEFORE USE. De51gn Velld fGr Use anyWNI MITeM oemectors. This design la based M1yUponpYdmNBrs Shown, and le Wan IndIV{.IYaI latfidtlg Warp rent, net a Vuss System. Berge use, the bulling designer must verly the epphoslAulof dre es, pameters and groped, ImasTarele Nla design Wa llis.wren bulldingdasign. Bmdngind"edistoprevent WWiingOflndMdual WBswebandMOhanlmembem.n, Mddlenaltern,ra, ndpernmenlbnadig MiTek' Is always:;I.hd for stability and to prevent collapse eightpossible personal Injury and property damage. For general guidance regarding the fabllcatl0n.Manage. delivery, eRlYgn and braces oftneses oral Viva. Syettmt. see ANSVTRH Ouallly Cats DSSde and SCSI Building Component Soterylnformaffon avaeable hem TmU %ate InMRWO.218 N Lea 6 Sude 312, Alexandria, VA2MI4. 69041sarke EtatBled. . Tampa, FL 36610 Job Truss Truss Type pry Ply J37732-Hometech Contractors-1553 Model T16879948 J37732 A09G Hip Girder 1 1 Job Reference (optional) East Coast cuss, Ft. Pierce, FL 34946 13 1 4x8M18SHS = 8.240 s Dec 6 2018 MITek Industries, Inc Thu Apr 25 05:40:43 2019 U4 = 1.4 II 23 5 24 25 26 27 28 6 29 SO 4XSM18SHS = Scale = 1:52.0 4xa = Mid = 4x4 = 3x8M18.5HS = Us = 4x8 = 3x10 = 7-0-0 I 12-as tetra 2241-0 I z9aa 7-ao so-s a10-1a sag Plate Onsets (X.Y1- (2:0-0-0 0-0-4) (4:0-5-0 0.2-0I I7:0.5< 0-2-0I 19�0-0-0 0-0<) 7 ao LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) gde8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.25 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.5412-14 >649 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Ina NO WB 0.73 H orzsCT) 0.14 9 Na n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 1491b FT=0 LUMBER - TOP CHORD 2x4 SP No.2'Except' 4-7: 2x4 SP 270OF 2.2E BOT CHORD 2x4 SP 270OF 2.2E WEBS 20 SP No.3 REACTIONS. (III/sae) 9=2751/0-7-10, 2=2751/0.7-10 Max Harz 2=-124(LC 23) Max Uplift 9=896(LC 8). 2=896(LC 8) BRACING- TOPCHORD Structural wood sheathing directly applied or 2-3-1 oc purlins. BOTCHORD Rigid ceiling directly applied or 6-6-8 oc bracing. FORCES. (lb)- Max. CompdMax. Ten. -All forces 250 fib) or less except when shown. TOP CHORD 2-3=5420/1692, 34=520211645, 4-5=6174/1989, 5-6=-6172/1986, 6-7=6172/1986, 7-8=5203/1645, 8-9=5421/1692 BOT CHORD 2-15=1412/4789, 14-15=1319/4646, 12-14=-1801/6174, 11-12=1319/4648, 9-11=141214790 WEBS 3-15=-319/216, 4-15=871712, 4-14=589/1910, 5-14=815/408, 6-12=-793/408, 7-12=586/1906, 7-11=88/713, 8-11-319/216 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=3Dpsf h=15ft; B=64ft; L=29ft; eave=4ft; Cat. II; Exp 8; Encl., GCpi=0.18: MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.6D 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 fora plus or minus 0 degree rotation about 8s center. 6) This truss has been designed for a 10.0 par bottom chord live load nonconcunent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joints) except 0=11D) 9=896, 2=896. 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 3341b down and 277 lb up at 7-0.0, 1861b down and 147 Ito up at 9-0-12, 1861b down and 147 Its up at 11-0-12, 186 lb down and 14716 up at 13-0-12, 1861b down and 147 lb up at 14-6-0, 1861b down and 147 lb up at 15.11-0, 18616 down and 147 Ill up at 17-114, and 186 lb down and 147 lb up at 19-11-4. and 334 Its down and 277 lb up at 22-0-0 on top chord, and 392 Ito down and 124 Its up at 7-0-0. 87 lb down at 9.0-12, 87 Its down at 11-D-12, 87 lb down at 13-0-12, 87 lb dawn at 14-6-0, 871b dawn at 15-114, 87 lb down at 17-11-4, and 87 Ib down at 19-114, and 3921b dawn and 124 Ib up at 21-114 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard .` BENS• ae 34869 iee�.as s <ly a ONA Julius Lee PE No.34869 MiTek USA. Inc. FL Cori 6634 6904 Parke East Blvd. Tampa R.33610 Date: April 25,2019 ®WARNING - Verity design parameters and READ NOTES ON TMSANO INCLUDED MITEx REFERENCE PAGE M11J473 n¢ IW03aOIS BEFORE USE. - asseas Design Valid rouse onlywar MlteMD connectors. True design is based any upon parameters shown, and is for an lMMdual bulam, component me ME e Wes system Before use, Me building designer must vern the apploada lycf ausip parameters and property incorporate this design into the merall bwidingdeago. BradngiMiWa istopmwnt Wu mgdhdMdualtmsswebmWwroNmembemmn, Addabnallempomr,andpernanembwng Mirek' 15 always Mused bar Stability and to prevent Collapse wash possible Personal Indtayanal omperly damage. For general guidance regarding Me fabrication, Storage, eeMery, erection and treeing afWasas and Data systems. we ANSUTPH Dually CdMda, DSB49 and SM BuUding Campanian SafonylnrennatIon available from Truss Plata InMENe, 218 N. lee 6VeN, Suae 312 Nexandria, VA 22314. 6904leaMe Eastalvd. Tampa. FL 36610 Job fuss Truss Type 0ty ply J37732-Hometech Contrac+ors-1553 Model T76879948 J37732 9G Hip Girder 1 1 Job Reference (optional) mm..oecsu e, F,. Fier .were 8.240 s Dec 62018 MTek Industries, Inc. Thu Apr 2505:40:432D19 Paget ID:Azvre9k09y6 eM30terg%ulzCHTo-LrACHSW1ahBSsvaPZs9kfmvo4?51VD??eVRtoL2NGdI LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 4-7=70, 7-10=70, 16-19=20 Concentrated Loads (lb) Vert: 4=213(F) 7-213(F) 13=-66(F) 15=392(F) 11=-392(F) 22=147(F) 23=-147(F) 24=-147(F) 26=147(F) 28=147(F) 29=147(F)'30=147(F) 31=66(F) 32=66(F) 33=-66(F) 34=66(F) 35=66(F) 36=66(F) ®WARNING - Verily Ees/9nparamelers and READ NOTES ON THIS AND INCLUDED MIIEN REFERENCE PAGE MIIJ473 mv, I"340fs BEFORE USE. IMelgn Veld Gr Vea eny SAb bTI akillownedors. This design le based Orly Vpoo p nuodd. sh.. and IS far Bn InEryldual bugQnlg eamporsda nM a Wm "Goa. Before use, Ina balding designer must vedythe applimbiay of design parameters and property NcoRarAe mis design into 0e Moran building design. Bracing iMioated is to prewm buGMp aNtlMdual uuss web anNwalard members any.Add'lionaltemporaryardpennanerdbmcing MOW abwys required for stability and to prewa witapw won possible personal lNury and pmpedy damage. For genand guidance regarding me fabicabon,Storage. deWery. erection and bri of tresses and buss"ams, we ANSN%I Quality Cdtetle, DS13F9 endBCSl Building Component Saooriormatbn awlabie fmm Tmssplae Moltute,218N. Lea SlreeL Sule312,Aleaand U.VA223I4. 6904 Parka East BM. Tampa,R 36610 Job rvss Truss Type Oy Ply J31732-Hometech Conimdom4S53Madel - T16879949 J37732 10 Hip 1 t Job Relerence o tional 11 n Uve, rL rierce, rL JReao 4x8 = 4 to 8.240 s Dec 6 2018 MITek Industries, Inc Axe = Scale=1:47.3 3x4 = 1x4 II 3x4 = us = 4x4 = 2x4 I 6--0 222-2 12 3112 24]-905-0-0 4 I 1¢ Plate Offsets (%,Y)— r4:0-5-40-2-01 (10:0-2-12 03-01 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) Vdeg UO PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.0712-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Ven(CT) -0.1711-12 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.75 Hoa(CT) 0.06 8 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 154 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=1206/Mechanical, 2=1309/0.7-10 Max Hom 2=232(LC 7) Max Uplift 8=-333(LC 8), 2=411(LC 8) BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (Ib)-Max. Comp.IMax. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=2183/600, 34=1501/482, 4-5=1214/470, 5-6=1463/472, 6.7=-1646/475, 7-B=1159/341 BOT CHORD 2-12=-461/1879, 11-12=461/1879, 10-11=-218/1251, 9-10=339/1419 WEBS 3.12=0/288, 3-11=758/278, 4-11=102/434, 5-10=-67/336, 6-10=296/148, 7-9=-333/1357 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vull70mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL-3.Opsf; h=15ft; B=64ft; L=29tt; eave=oft; Cal. H; Exp B; Encl., GCpi=0.18: MWFRS (directional); cantilever left and right exposed ; end vertical left and night exposed; Lumber DOL=1.60 plate gnp 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 pat bottom chord live load nonconwrtent 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 buss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=333, 2=411. 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. Vii-lus LFF G ev\C E N 3$1 No 34869n IROD NAO Julius Lee PE No.34869 MITek USA, Inc. R Cent 6634 69" Padre East Bind. Tampa R.33610 Dale: April 25,2019 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14IIJ4T3 mv. IOAMOVI BEFORE USE. Design vend foruse 4nlyalis MTek®conneclors. lbh design is based only upon parameters shown, and Is bran MarvIdual Wgtirg component, not a truss "on Before use, Me building designer must very, Me appOrabiaty ofdeisp parameters and popery incorporate Mb design into Me ovemn ..Y� bulldingdoagn. Bracing Indicated is A prevent buckling oflntlMdual truss web Andrei client members ony. Addn4nallemposeryaMpermanembracmg MiTek' Is always requredfor stabiliy and to prevent colapse wnh pwdble persowl iryury and perpeM damage. For general guidance resuming Me IabrcaGagst.si dowery, erection and bri otrusees and buss ryMe., see ANSg?Plf Dually CMetle, DSB89 and BLSl Building countermand SayefylnfprmaUan anaable hom Truss Plate Innate, 218 N Lee Street, sure 31Z Alexandria, VA22314. 6904 Parke East BM. Tampa, FL 36610 Job cuss Truss Type Oly Ply J37732-Homeach Contractors-1553 Model T76879950 J37732 11 Hip 1 1 Jab Reference, optional East coast Truss, Ft. Pierce, FL 34946 8.240 s Dec 62018 MITek Industries. Inc. Thu Apr 25 05:40:45 2019 31 Scale: 1W=1' Axe = U4 = 5x5 = 6 21 22 7 a 74 , 11 1 3x4 5x5 —12.00 2 Asa = 2x4 II = za-�0.0 � 1T10-eo I37-17-1027-B4-T-O4 I 2-7M -01270 2412 T 1.+19 Plate OHsets(%,Y)— 15:0.2-80-2-41 r6:D-540-2-0118:0-2-80-2-41113:0.1-11Edge1 (1410-2-80.241 (16'0.2-120-2-01117.0-1-80-2-01 LOADING (psq SPACING- 2-0.0 CSI. DEFL. in floc) gde0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.18 15-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 0.81 Vert(CT) -0.48 15-16 >670 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.89 Horz(CT) 0.20 it n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 1651b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=130910-7-10, 11=1206/Mechanlcal Max Horz 2=203(LC 7) Max Uplift 2=411(LC 8). 11=333(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end veNcals. BOTCHORD Rigid railing directly applied. FORCES. (Ib)-Meet. CompJMax.Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-2332/618, 3-4=-0657/1197, 4-5= 4582/1246, 55=2015/595, 67=17391570, 7-8=1474/514, 8-9-1631/564, 9.10=1634/461, 1(-11=1164/338 BOT CHORD 2-17-515/2076, 16-17=629/2622, 15.16=.587/2418, 14-15=-343/1757, 13-14=403/1892, 12-13=259/1289 WEBS 3-17=1814/440, 3-16=555/2357, 5-16=-529/2157, 5-15=834/299, 6-15=141/687, 7-14=268/1240. 7-13-1444/363, 6-13=92/435, 8-12-961263. 9-12=3441196, IOA2=302/1324 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-secind gust) Vasd=132mph; TCDL=5.Opsf, BCDL=3.Opsf, h=15ft; B=64ft; L=29ft; eave=4ft; Cat II; Exp B; Encl., GCp1=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about Us 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 fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Referto 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 (jt=lb) 2=411, 11=333. 9) This truss design requires that a minimum o17/16" sbuctuml wood sheathing be applied directly to the top chord and 10 gypsum sheetrock be applied directly to the bottom chord. 1, `1\11111111111JI GENE• �i No 34869 �•�'4S��NA11 E�Pp Julius Lee PE No.34869 MITek USA, Ina EL Cart 6634 6904 Parke East BW. Tampa FL 33610 Date: April 25,2019 ®WARNING- Vfify Cesf1npanmelels and READ NOTES ON Me AND INCLUDEDMITEH REFERENCE PAGE Mll-7472 re, IsT17015 BEFORE USE. Design valid foruse onlywab NuTeWcamedom. This design is based say upon parameters shown, and is foran Individual bugling component, net seen system. Before use, the building designer must verfythe appgrabllxy &design paameters and propery Nooyorere this design imo the overall buildingdeslgn. Breen inGcated is to prevenl bung otindMdual truss web sense chord members". A4dusmaltempaninandpermanerdbracing MiTek' Is always repulred fbr stability and to prevand estates wed an"Ve personal Injury cad property damage. For general guidance regarding the fabrication. storage. deWery, erection and bracing V misess and buss "am, sae ANSgfPli Ouelity Criteria, DSBA9 and BC51 Building Component 6901 Parke East Blvd. SayeylenermeDon eva9able hem Tmaa Plate lnsNma.218 N. Lea $Veal, Soda 3l;Alexandra, VA 22314. Tampa. FT. 36610 Job Truss Truss Type Qry Ply J37732-Hometech Contractors-1553 Model T76879951 J37732 12 Half Hip 1 1 Job Reference o renal b uuss, rs.... ., r L Y1,Rt1 8.241) a Dec 52016 MI I eM Inc. I Ou Aa Zb Ub:4U:4U 2U1B Scre =1:48.7 4x8 = 4x8 = 3x4 = 1x4 II 4x4 = 5 20 21 6 7 22 8 9 5x5 C 10 Sx5 a2.W 12 3x4 = 3x8 = 2.4 II LOADING Unit) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Ina YES BCDL 10.0 Code FBC2017/TPI2014 CSI. TC 0.63 BC 0.74 WB 0.93 Matrix -AS DEFL. Vert(LL) Vert(CT) Hom(CT) in (lox) Udell Ud -0.17 14-15 >999 240 -0.4014-15 >BD4 180 0.20 10 Na nia PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 156 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP Nm2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid Ceiling directly applied. 13-15: 2x4 SP No.1 WEBS 1Row at midpt 4-14 WEBS 2x4 SP No.3 REACTIONS. (Iblsize) 10=1206/Mechanical, 2=1309/0-7-10 Max Harz 2=250(LC 7) Max Uplift 10=-336(LC 8), 2=-409(LC 8) FORCES. (I e) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2320/604, 3-4=4697/1271, 4-5=2375/663, 5.6=-2252/684, 6-8=-1301/438, 8-9=-1301/438,9-10=1146/353 BOTCHORD 2-16=561/2020, 15-16=684/2511, 14-15=-1118/4021, 13-14=-590/2097, 12-13=696/2401, 11-12=520/1810 WEBS 3-16=-1686/462, 3-15=671/2443, 4-15=271/1166, 4-14=1999/611, 5-14=87/537, 5-13=61/314, 6-13=-439/1602, 6-12=1552/492, 6-11=638/185, 8-11"541212, 9-11=-441/1590 NOTES- 1) Unbalanced mof live s design. 2) Wind: ASCE 7-10; Vuft=1Considereds have been 70mph 132mph; �\\,JL (3-second gust) Vasd=1TCDL=5.Opsf, BCDL=3.Opsf; h=15ft; B=64ft; L=29ft; eave=4ft; Cat. ••. ���' •�G E II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber ,�� N S V F ••, DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. No 34869 •: 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 noncencurrent with any other live loads. 7) ' This truss has been designed for live a 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. +T(J 8) Refer to girder(s) for truss to truss connections. �i� 9) Provide mechanical connection (by others) of truss to hearing plate Capable of withstanding 100 lb uplift at joints) except (jt=lb) 10=336, •• (O R, 2=409. 10) This truss design requires that aminimum7 16" structural wood sheathing be applied directly to the top chard and 1/2" gypsum N AL rock be applied directly to the bottom --S%O /!till{{\\\ Julius Lee PE No.34869 M1ek USA, Inc. R. Cart 6634 6M Parke Fast Blvd. Tampa FL 33610 Date: April 25,2019 WARNING - Verily designparamalers anOREAD NOTES ON THIS AND INCLUDED MREK REFERENCE PAG£MII-7473 rw. IOM312015 BEFORE USE. Design valid for use only NO MITeM casrm Vms. nis design is based any upon parameters shown, and is far an in ividual butting componem not a tress system. UfM use, me building designermustvedy Me appliWbiidy of dez p parameters and pmpedy inmmor a Nis design Mto Me oveali buildMildesign. Bracingindicatediatopraved Wu gdindMdualtmsswebanNoraoNmembemmly. ADtlNonaltempoonyandpelmaneMbrzcing MiTeW is always required far smoky and to graved mgap. wdh passible personal miury and property damage. Far geneal guidance ragaNily the fabricates, storage.deMery,Inaction and bracing d Wsees and truss systems, see ANSUIPIrqueldy Cdfetle,DS&A mdBCMBuU&ng Component 6904 Parke East BIW. SaN1ylnhrmagon avagaDle hem Tluss Plata lnsl4de, 218 N. Lee SreeL Buite 312 Alexandra, VA 22314. Tampa. K 36610 Jab loss Truss Type Oty Ply J37732-Hometech Contractors-1553 Model T16879952 J37732 13G HALF HIP GIRDER 1 �f 2 Job Reference (optional) cas,'emn buss, IT Via=. rL:wa4d 6.00 12 5x5 --12.00 iz 3x4 — Axe = 1x4 II 5x5 = 21 22 23. 246 7 Tx6 a 6.240 a UBC b ZUle MI I eK InCusmeE mC 1 nu Hpr 0 Va:qu:q/ N ro rage I eM3DtergXulzCHTo-DODj6TaDewhtLVJUAOiEgpc3TlcNfRzCaZ7P4x6zNGdE 20-9-13 27-0 62-3 B-2-3 Seale=1:4e.7 3x4 = 3x4 = 3x8 = 25 8. 26. 9 27 28 10 Ia za-10-7-101 1a7-10 }4-7-101 2a9-13 z7-o-o p_T_1n tnn uR a.7_en e.nn R.oa a2a 11 axis II Plate Offsets(X,Y)— f5:0.5-4.0-2-01 (12:0360-1-e) 113:0-1-11 Edael ry4:0-8-003-01 ry7:0-1A0-2-01 LOADING (ps0 SPACING- 2-0-0 CSI. DEFL. in (roc) Vdeff L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(L-) 0.25 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.51 14-15 >627 180 M18SHS 2441190 BCLL 0.0 Rep Stress Ina NO WB 0.97 Hoa(CT) 0.21 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 298 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Se: 2x4 SP 270OF 2.2E BOTCHORD 2x4 SP No.2'Except• BOTCHORD M16: 2x4 SP No.t WEBS 2x4 SP No.3 *Except* 7-14: 2x4 SP No.2 REACTIONS. (lb/size) 11=2583/Mechanicel,2=2476/0-7-10 Max Horz 2=198(LC 24) Max Uplift 11=821(LC 8), 2�861(LC e) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=-0805/1569, 3d=9847/3266, 4-5=6403/2157, 5-6=7282Q,173, 6-7=724M,154, 7-9=5181/1775, 9.10=3708/1246, 10-11-2464/845 BOTCHORD 2-17=1442/4222, 16-17=1791/5248, 15-16=2884/8401, 14-15=2009/5809, 13-14=-2325/6915, 12-13=1218/3708 WEBS 3-17=3595/1246, 3-16=1754/5094, 4-16=775/2319, 4-15=2775/940, 5-15=413/1460, 5-14=511/1651, 6-14=709/340, 7-14=1916/5590, 7-13=5481/1967, 9-13=610/1699, 9-12=1801/792, 10-12=1351/4225 Structural wood sheathing directly applied or 3.5.2 oc puffins, except end verticals. Rigid ceiling directly applied orb-0-8 Be bracing. NOTES. 1) 2-ply truss to be Connected together with 1Od (0.131°xX') nails as follows: Top chords Connected as follows: 2x4 -1 now at D-7-0 Be. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 GO. Webs connected as follows: 2x4 - 1 row at 0.9-0 Go. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply Connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.0psf; h=15ft; B=64ft; L=29ft; eave=4ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chard live load nonconwffent with any other live loads. 9) ' 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. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ot=1b) 11=821,2=861. `"Ospous LF�4��i E NSF•. i 34869 •' as Tl •ITx/1 /// sA ![Ys•iFit- Julius Lee PE No.3d869 MRek USA, Inc. FL Gert 6M 6904 Parke Fast Blvd. Tampa FL33610 Date April 25,2019 q ag ® WARNING - Venly devgn peramelera and READ NOTES ON TI IS AND INCLUDED MITEK REFERENCE PAGE Mll-rO➢ rsv. 10,03 2015 BEFORE USE.ass wR �E�j Design valid fdr use only with MTek® connectors. This diIs based only up rnparameters shown, and is fa an individual building component, not 131 areas system. Below use, the building designer must wnfytho appleablliy dossier parameters and Propertymcomorete this design orders owns buildingdesign. anteing indicated is to prevent buc q of mdivedual teas web anther Mod members only. Addilionaltempoeryandperranembecing MiTek' is always required for Stability and to prevem maapss with possible personal injury and property damage. Forgenmalguilanearegandingthe fabdea6on, storage, der ry, emotion and brad" of busses and buss Systems, we ANSVIPII quavery Crania, IDS"9 andBC5l Building Component 6904 Papa East BIW. Sahry/nrormaCon availablehem Tmss Plate InMROo.218N.Lee Slr Sude3eraAlexandria,VA2=14. Tampa, FL 35610 Job rasa Tmss Type City Ply J37732-Hometerh Contrardors-1553 Model T16879952 J37732 A13G HALF HIP GIRDER 1 2 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.240 s Dec 62018 MiTek Industries. Inc. Thu Apr 25 05:40.48 2019 Paget ID:Azwe9kQ9y6 eM3QtergXulzCHToA1oz5KparPDpkygTMMQIvMgceTOiuAQSkom8eTYZNGdD NOTES- 12) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 3731b down and 2731to up at 74>0, 194 lb down and 133 lb up at 9-0-12, 1941b down and 13311b up at 11-D-12, 1941b down and 1331b up at 13-0 12, 1861b tlown and 147Ib up at 15-G-12, 186110down and 1471b up at 17-0-12, 186 Ib down and 147 to up at 19-0-12, 1871b down and 147 lb up at 21-0'12, and 18711b down and 14711b up at 23-0-12, and 187 lb down and 147 Ib up at 25-0-12 on top chord, and 387 lb down and 169 lb up at 7-0-0, 65 Ib down and 3G Ib up at 9-0-12, 65 IS dawn and 301b up at 11-0-12, 65111 down and 30 lb up at 13-0A2, 87 lb down at 15-0-12, 87 Its down at 17-0-12, 87 Ib down at 19-0-12, 87 Is down at 21-0-12, and 87 Ito down at 23-0-12, and 87 Ito down at 25-D-12 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Incease=1.25 Undorm Loads (plf) Vert: 1-5=70, 5-10=70, 17-18=20, 16-17=-20, 14-16=20,13-14=-20, 11-13=-20 Concentrated Loads (lb) Vert: 5=-247(B) 8=147(B) 15=387(13) 7=-147(B) 9=147(B) 12=66(1!1) 21=-149(B) 22=-149(B) 24=149(B) 25=147(13) 27=147(B) 28=147(13) 29=63(B) 3D=63(B) 31=63(B) 32=66(B) 33=66(1!3) 34=66(B) 35=66(B) 36=66(11) ®WARNING- Vsnfydesl9n Parameters a dr?"DNOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MIF7473rev. 1"312015 BEFORE USE. Design valW for use ontywfth MTeMconnectors. This design is based onty upon parameters shown, and is for an IrdrAdual Wilding compress. s. not a Uuss system. Before use, the building designer must verythe apphobiBy of desgn parameters and property inccryorate 0b design imothe overell buildingdesign. Bracing inaicaled is to present Wading ofincMdual truss web andlnrchord members only. Auld'BionaltemporaryaMparranord Wa6rig MiTek' is alwap required for stabildy and to prevent mAapsewith possible personal injuryand property damage. Forgenendpidanceregardingthe fabdcztion, storege. delivery, eredon and braccrq ofausses and truss systems, me ANSM11 QueMWCrUi DS649 and BCS( Bulling Cemponenf 6904 Parke Fast BW. SalefylnforrnoWn avalable from Tmss Plme InstdOe, 218 N. Lee 9 K Suite 012, Ml mdri . VA22314. Tampa, FL W10 Job loss Truss Type Qry Ply J37732-Hometech Contradors-1553Model T16879953 J37732 B01 Common 7 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Dee 6 2018 MTek Industries, Inc. Thu Apr 25 05:40:48 2019 Page 1 Scale=1:40.0 4x4 = I; 3x4 = 3x4 = 3x8M18SHS = 3x4 = 3x4 = LOADING (Pat) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCOL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor NO Code FBC20177fP12014 CSI. TC 0.37 BC 0.84 WB 0.31 Matrix -AS DEFL. in Vert(LL) -0.20 Vert(CT) -0.27 Hoa(CT) 0.04 (fee) Intent Ud 8-10 >999 240 8-10 >943 180 6 file his PLATES MT20 M18SHS Weight: 99 lb GRIP 2441190 244/190 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (Ib/sho) 2=1058/0.7-10, 6=1058/0-7-10 Max Hom 2=177(LC 6) Max Uplift 2=340(1_C 8). 6=340(LC 8) Max Grev 2=1144(LC 13), 6=1144(LC 14) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=1885/463, 3-4=1714/466, 4-5=1715/466, 5-6=1885/463 BOT CHORD 2-10=30011748, 8-10=115/1149, 6.8=300/1615 WEBS 4-8=151/753, 5-8=372/197, 4-10=1511753, 3-10=371/197 NOTES- 1) Unbalanced roof live loads have been Considered forthis design. 2) Wind: ASCE 7-10; Vuft=170mph (3-secand gust) Vasd=132mph; TCDL=5Dpsf; BCDL=3.Opsf; h=15ft; B=64ft; L=29ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its Center. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent 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 Its uplift at joint(s) except (jl=1b) 2=340,6=340. 8) Load Cases) 2, 12, 13, 14, 15, 16, 19. 20 has/have been modified. Building designer must review loads to verity that they are correct for the intended use of this truss. 9) This miles 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. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Inuease=1.25, Plate Increase=1.25 Uniform Loads (ph) Vert: 14=70, 4-7=-70, 11-14=-20 2) Dead +0.75 Roof Live (balanced) + 0.75 Attic Floor. Lumber Inuease=1.25, Plate Increase=1.25 Uniform Loads (PH) Vert: 14=60. 4-7-60, 10-11=20, 8-10=-65, 8-14=20 12) Dead: Lumber Inuease=0.90, Plate Inuease=0.90 Ph. metal=0.90 ,litittillill 1lUS• C�cF'i��i :. ; ��GENSF•. �. No 34869 Julius Lee PE No.34869 MTek USA, Inc. R Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Apri125,2019 ®WARNING. wedgy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI47473 rev. 10/0 12015 BEFORE USE. Design valid for use only with MTek® connections. This design is based only upon parameters shown, and is for an individual builGng component, not HT 21, a Wss invert Before use, the building designer must vedlythe apptirabildy of design parameters and pmprfy incorporate this design uAcilhe everdl buildingdesign. BmcingirMi edistopr Mbuddingof NdMdual Vussweb and/mchoodmembersony. AddxiorW tempomryarM cetmaneM braung MiTeW is always refaind for Stability and to prensix mnapsewilh possible personal injury and pmpery damage. Forgeneralguidanceregandingthe f-mandm.storage. delivery mainnn and bracing amasses and Voss Systems, me ANSM110ualdy Crkerla, DSBJi9 and SCSI Building Component 6904 Parke East BNd. SarefylnfamWon ava bkfrom TmssPlate Insft0e,218N.lae6mM,suxe312.Alexandria,VAU314. Tampa R 36610 Jab Truss Tnrss Type Ory Ply J37732-Homstech Contractors-1553 Model T16879953 J37732 B01 Common 7 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Dee 62018 MiTek Industries, Inc. Thu Apr 25 05:40:48 2019 Paget ID:Azwe9k09yB_eM30tergXulzCHTo-hozSKparPDpkygTMMDIvMgcijOjgAbpkom8eTVzNGdD LOAD CASE(S) Standard Uniform Loads (pit) Vert: 14=30, 4-7=30, 10-11-20, 8-10=-80, 8-14=20 13) Dead +0.75 Roof Live (bat.)+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=65, 2-4=71, 4-6=-49, 6-7=-43, 10-11=-20, 8-10=65, 8-14=20 Ham: 1-2=5, 2-4=11. 4-6=11. 6-7=17 14) Dead +0.75 Roof Live (bal.)+0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right); Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-43; 24=49, 4-6=71, 6-7=65, 10-11=20, 8-10=-65, 8-14=20 Harz: 1-2=17, 24=11. 4-6=11. 6-7=-5 15) Dead +0.75 Roof Live (bal.)+0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=55, 2-4=61, 4-6=61, 64=55, 10-11=20, 8-10=65, 8-14=20 Herz: 1-2=5, 2A=1, 4-6=1, 6-7=5 16) Dead +0.75 Roof Live (bat.) +0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Incease=1.60 Uniform Loads (plf) Vert: 1-2=55, 2-4=61, 4-6-61, 6.7=55, 10-11=-20, 8-10=65, B-14=20 Horn: 1-2=5, 2-4=1, 4.6=1, 6-7=5 19) 3rd Dead +0.75 Roof Live (unbalanced) + 0.75 Attic Floor. Lumber Inceease=1.25, Plate Increase=1.25 UnBOnn Loads (plf) Vert: 1-4=60, 4-7=30, 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=30, 4-7=60, 10-11=-20, 8-10=65, 8-14=20 ®WARNING- Vedly Eesignparaererers and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE MI1-7473 rev. fa034U15 BEFORE USE. Design valid for use onrywth MiTek® conneetars. This design is based any upon parameters shown, and Is for an Intlivoual butdag component not a Muss ryvem Before use, are building designer must verify Me applicability of devV Parameters and property Inceporme NIs design bdome ovemn bulBingdesign. Bracing indicated late budding of NtlMdual buss anNarrllom members only. Additional temporary bracing prevent web and Permanent is always required for vxbildy and to prevent collapse wth possible personal Injury and property damage. For general guidance regaNing Ale \ MiTek' fArIce9an, starage,delivery. session and Made, ofMsusand truss systems.see ANSM11 Quality Cdteda, DS"9 and Bass Building Component 6903 Parke East BW. WalylnronaaVon available hem Truss Plebe Instead. 218 N. Lee 6Ueet, Sute 312. Alexandra. VA22314. Temps, FL 36610 Job Truss Truss Type Oty Ply J37732-Hometectl Contractors-1553 Model J37732 B02G Common Girder 1 T16879954 ^ cuss, Ft. Pierce, FL 34946 8.240 s Dec 6 2018 MTek Industries, Inc. Thu Apr 25 05:40:56 2019 Scale=1:43.5 ie - - — - &a I[ firs = HUS26 HUS26 7x8 = — — — firs = 3.8 II HUS26 HUS26 THD26­2 1 17-1-10 10-8-0 14-2E 11m1 17516 21d0 Plate Offsets(%.))— f11:0.3-00-0-8( ti3�0<-004.121114:0-3-00-0-e1 LOADING (psq SPACING- 2.0-0 CSI. DEFL. in (lot) Udell Utl PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Ven(LL) 0.17 13-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 0.65 Ven(CT) -0.3613-14 >710 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Incr NO WB 0.81 HOrz(CT) 0.09 8 rda n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 273 lb FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SP N0.3 *Except' 5-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structure wood sheathing directly applied or2-5-14 cc pur ins. BOT CHORD Rigid tailing directly applied or 10-0-0cc bracing. REACTIONS. (lb/size) 2=6656/0-7-10, 8=518310-7-10 Max Hom 2=177(LC 24) Max Uplift 2=1954(LC 8), 8=1579(LC 8) FORCES. (Ib) - Max. ComplMax. Ten. -All forces 250 (lb) Or less except when shown. TOP CHORD 2-3=13405/3829, 34=10989/3207, 4-5=8343/2507, 5-6=8342/2506, 6-7=10753/3220, 7-8=10902/3211 BOT CHORD 2-15=3331/11969, 14-15=3331/11969, 13-14=2708/9799, 11-13=2720/9586, 10-11=2775/9717, 8-10=-2775/9717 WEBS 5-13=2119/7138, 6-13=-3050/1002, 6.11=.920/3D00, 7-11=367/213, 4-13=3351/986, 4-14=901/3311,3-14=.2498/717, 3.15=547/2089 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xV) nails as follows: Tap chords connected as follows: 2x4 - 1 row at 0.7-0 Go. Bottom chords connected as follows: 2x6 - 2 rows staggered at 04-0 cc. Webs connected as follows: 2x4 -1 row at 0.9-0 cc. 2) All loads are Considered equally applied to all plies, except U noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply Connections haval 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; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf BCDL=3.Opsf, h=15ft; 8=6411; L=29ft; eave=4ft; Cat. 11; Exit B; 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) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about Its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 8) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except (ft=1b) 2=1954,8=1579. 10) Use USP HUS26 (With 14-16d nails Into Girder 8 6.16d nails into Truss) or equivalent spaced at 2-0-0 cc max. staning at 2-34 from the left end to 12-3-4 to connect Muss(es) to back face of bottom chord. 11) Use USP THD26-2 (With 18-16d nails Into Girder 8 12-10d nails into Truss) or equivalent at 14-2-6 from the left end to connect truss(es) to back face of bottom chord. Verity design parameters and READ NOTES ON TKS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. resTao 5 BEFORE USE. use anywan MTek® conneCars. TNs desyn is based any upon pammmem spawn, and Is far an iMivqual bWGiq wmponem, riot Before use, Me burning designer mug ve* Me apichorbildy of design parameters and properly hoarporele Nis design Into Me c,Nm l Browns Introvert Is to prevent Mussing of ndMdual truss web ending Nord members ony. Addr onel teWomryand peimanem baling 11111111//�� SV4.US ..Sc E N 5�., No 34869 *o ^* *= OR1Q MAO Julius Lee PE No.34869 MITek USA. Ina R. Cad 6634 6904 Parke East Blvd. Tampa R.33610 Date: April 25,2019 MiTek' 6904PaM1SEast Blyd. Tampa,FL 36610 Alerandrla, Job rasa Truss Type pry Ply J37732-Hometech Contractors-1553 Model T16879954 J37732 B02G Common Gunder 1 Job Reference (optional) .............. n. ruU., FL 34946 8.240 a Dee 6 2018 MTek Industries, Inc. Thu Apr 25 0540:56 2019 Page 2 ID:Azwe9kQ9y8 eM30lergXulzCHToSLS67VhtWhpr 4ug5mhVV&EV1257veO43m5zNGd5 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 UnRonn Loads (pip Vert: 1-5=70, 5.9=70, 2-8=20 Concentrated Loads (lb) Vert: 12=-1186(B) 11=2563(13) 20=1201(B) 21=1201(13) 22=-1201(B) 23=1186(8) 24=1186(B) ®WARNING- Verify CeOIgnpammetoo zod READ NOTES ON TMS AND INCLUDED AIITEX REFERENCE PAGE 14IF7473 nw. IOM312015 BEFORE USE. ' D891gn valid for use only wM b9Tek0 wMMWn rs.This design Is based only upon parameters shown, end Is for IMivldual Du9Qog mmporem.nm a boas synem. BOWS use, Bie building designer must wasytM applicability of de 1, poremeters And pmpmrly incemomte Nis deagn proruoverm e l Duldingdesign. Bradn9 bldlootedinto prevent bolding oflndMdval truss web andfor Word members ony. AddNonaltemporaryandpemianeetbracng etways required for Stability and to preventconapse with possible personal in)uryand property damage. FOrgeneougalddnceregamingth0 Mel( fabllfdg00. 61O2ge, de4Vey,eRGpn alld bRdrg ei W9se9 a1M Wye 6y4ems.See ANSI/TRH Dueldy Comda, DSS49 and BCSl Building Component Safeyfnfoemafion armlable bom Truss Mne InniMe, 218 M Lee Sheet, S Re 312. Alexandria, VA22314. 6904 Parke E89 BNd. Tampa, FL 36610 Job Truss Truss Type pry Ply J37732-Hometech Contractors-1553 Model T16879955 J37732 B03 Hip 1 1 Job Reference (optional) max wear a re. rrerce, rL .wsw 8.240 s Dec 6 2018 MTek Industries, Inc, Thu Apr 2b Ob:40:57 2019 Scale=139.5 4z8 = 4x4 = Io 4x4 = 3x4 = 5.8 = 4x4 = Plate Offsets (X,Y)— 14:0-5-40-2-0) (9:0-2-4 0-3-0j LOADING (pso SPACING. 2-0-0 CSI. DEFL. in (loc) I/de8 Vd PLATES GRIP TCLL 20.0 Plate Grip DOL L25 TC 0.44 Vert(LL) -0.16 9.16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.35 9-16 >740 180 BCLL 0.0 ' Rep Stress Ina YES WE 0.21 Horz(CT) 0.05 7 n/a rda BCDL 10.0 Code FBC2017/TPI2014 Matnx-AS Weight: 106 lb FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1058/0-7-10, 7=1058/0-7-10 Max Ho¢ 2=153(LC 6) Max Uplift 2=340(LC 8).7=340(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. FORCES. (lb)- Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 2-3=1669/485, 3-4=1316/390, 4-5=1120/384, 5.6=1307/387, 6-7=-1667/485 BOTCHORD 2-10=327/1466, 9-10=-156/1116, 7-9=327/1465 WEBS 3-10=429/194, 4.10=56/340, 5-9=53/345, 6-9=-436/196 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsq h=15ft; B=64ft; L=29ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chard live load noncenwment with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=340, 7=340. 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. ``,� �C ESN Sip No 34869 • _= r <Op10.•���`�� Julius Lee PE No.34869 M1ek USA, Inc. FL Cert 6634 6904 Padre East Blvd. Tampa FL 33610 Date., April 25,2019 ®WARNING-Veri/y tleslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01-74I3 rev. IM312015 BEFORE USE Design valid! (muse only wain MTek® connectors. This design is based onty upon parameters shown, and is for an IMividual bolding componea not a WSS system. Before use. Me building designer must venythe applicMiDy of dedgn parameters and properly inmymete Nis Design Mi. 0e overall buildingde9gn. Bracingindiooedistopreventbudrmgofindmilualtrussweb"orNordmembersonly. AdddionaltemporayaMp nnmeMbradng MiTeK is ahvaya required for stability and to prevent colaian with passible personal Mjmyand pmpedy damage. Fcrgenersiguidancefegaming Ne fabrication,nomge.debv.emMonwdbmCngdMUeSaMbussrystems,sm ANSUIPI1 Quality Crude, ME49 and SCSI Building Component Safeylnformagon awi=le f Truss Plate InSMNe, 210 N. Lee Sbeet. Bode 312, Alexandria, VA=314. 6904 Parke East BNd. Tampa, FL 36610 Job Truss Truss Type ply J37732-Hometech Contractors-1553 Model I T16879956 J37732 J B04G Hip Giber IJob r,- 1 Reference a tional 8.240 s Dec 6 2018 MIilek Indusbies, Inc Thu Apr 2b Ub:40:5e 2019 Pagel ID:Azwe9k09y8_eM30terg%uIzCHToOkatOEi7214K9DDHyWxFmxlOy2DnWSkCSKZAgz NGd3 1 1041-0 14-0-0 17.8-12 21-0-0 122A-0 3$0 3.8-0 3-2-12 3_ 94 Scale = 1.39.5 4x4 3x4 = 4x4 — 4 19 20 5 21 22 6 6xa = 5x5 W9 = 6x8 = 3x8 = 34 An I., ]-0e 3.8-0 3A-0 7-0-0 LOADING (psC SPACING. 2-0-0 CSI. DEFL. in (hoc) Udeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Ven(LL) -0.13 10-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.35 IG-12 >741 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.41 Horz(CT) 0.07 8 ma n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 107 lb FT-0% LUMBER - TOP CHORD 2x4 SP NO.2 BOT CHORD 2x4 SP 270OF 2.2E WEBS 2x4 SP No-3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1982/0-7-10,8=1981/0.7-10 Max Horz 2=124(LC 24) Max Uplift 2-661(LC 8), 8=662(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purling. BOT CHORD Rigid ceiling directly applied or 8-8-5 oc bracing. FORCES. Ub) - Max. Comp.IMax. Ten. -All forces 25D(lb) or less except when shown. TOP CHORD 2-3-3770/1181, 3-4=-3534/1119, 4.5=3167/1039, 53�3163/1040, 6-7=3530/1120, 7-8=3766/1182 BOT CHORD 2-12=958/3318, 10-12-1012/3475, 8-10-959/3315 WEBS 312=-322/212, 4-12=-240/1066, 5.12=484/253, 5-10= 489/251, 6-10=240/1064, 7-10=323/212 , NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=170mph (3-secand gust) Vasd=132mph; TCDL=5.Opsf; BCDL-3.Opsf; h=15ft; B=64ft; L=2gft; eave=oft; Cal. II; Exp B; 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 panding. 4) Plates checked fora plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 Pat bottom chard 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 1001b uplift atjoint(s) except (jt=lb) 2=661,8=662. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 334 It, down and 277lb up at 7-0.0. 186 Its dawn and 1471Is up at 9-0-12, 186 fir down and 147lb up at 10-8-0. and 186 lb down and 1471b up at 12-3-4, and 334lb down and 277lb up at 14-4-0 on lop chord, and 392 lb down and 124 lb up at 7-0-0. 87 lb down at 9.0-12, 87 lb down at 10-8-0, and 87 lb down at 12-3-4, and 392 Its down and 124 Its up at 14-3-4 on bottom chord. The desigNselection of such connection devioe(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Undomn Loads (pit) Vert: 14=70, 4-6=70, 6-9=70, 13-16-20 i'0 i No 34869 )R11 N AL Julius Lee PE No.34869 Mark USA, Inc. FL Cat 6634 6904 Parke Fast Blvd. Tampa FL 33610 Data. April 25,2019 ®WARNING - Venfydenlgn Parameren and READ NOTES ON THIS AND INCLUDEDMITEx REFERENOEPAGEmlld473 rev. 10/011015 BEFORE USE. Design valid truss onywith MTelae Connectors. Tlris design Is based any upon pammsters shown, and 1s loran Mdvduai building mmponem not e Wes system. Befine use, Me building desgnermust vedythe appleabinyof design parameters and properly Incorporate this design into she overall buJ in9design. Bread Indicated is to prevent budding of lndMEual Wu web anwor chord members only. AddalonaltempomrymMpmmanemburong MOWb etways required for stability and to prevent mares with posslbie personal Injury and property damage. Forgenamlgridanwregardingthe fabdwton.Momge,deWery,eredionwdbmdngWWssesand Wsssyslems,see ANSWP110ueldy census, DSBAg and SC51 Burfding Component Selsglnlamellon availablefrom Truss P146lns 0.21e N.Lea6Wd,fi fto312,Alexendrra,VAM14. e904 Parke East Blvd. Tampa,FL 36310 Job cuss Truss Type Qty Ply J37732-Hometech Contractors-1553 Model Tifi879956 J37732 B04G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Dee 6 2018 MiTek Industries, Inc. Thu Apr 25 05:40:58 2019 Page 2 ID:Az e9kQ9ye eM30terg%ulzCHTo-OkatQEi72I4K9DDHyV*Fmz10Y2DnVV5kC5KZAgzzNGd3 LOADCASE(S) Standard Concentrated Loads (Its) Vert: 4=-213(F) 6=213(F) 11=66(F) 12=392(F) 5=147(F) 10=392(F) 20=147(F) 21=147(17) 23=-66(F) 24=-66(F) ®WARNING - Verily Cesmm Pammerms and READ NOTES ON This AND INCLUDED ANTEN REFERENCE PAGE Mll-0473 rev. IWOM015BEFORE USE. Design valk fer use only am MDeM emaneetora. Tsis design is based only upon parameters shown, and Is for an IndMdual WilGrg component, net lat a new system. Before use, Ne building designermust verify Ne applicabilly of design parameters and prcpedy mompOrate this design Ntothe overall buikingdesign. Smugindicatedislopmv bucMgof NdMdualtmssweb.M NONmembenonN. AddrtbnellemporaryandpemUmembracing MiTek' k SeRrysregulmd for Mabilby and to pm.M wllapsewgh possible personal injuryand property damage. Forgeneruguidanceregartlir Ne fabrication,Storage. del erection and beading Ofbueses and buss Systems. we ANSVTPI1QCallly Cftd.,DS"9andBCSIBuiWng Component 5904 Parke East BIW. Saleyln/ormNon evadable hoen Truss Plate lnsWke, 21a N. Lee Slreel. Bude012 NeundN. VA 22314. Tampa,FL 36610 Job russ Truss Type Oly Ply J37732-Hometech Contractors-1553 Model T16879957 J37732 C07 Common 3 1 Jab Reference o lional 'russ, n. rlerce, rL a`f R 4x6 = 3 3x4 = e.24U S Use 6 2U1e MI I ek InOUSVIeS, Inc. I nU HprZD U3:au:ad mur raga r LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) UdeO L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Ven(LL) 0.11 6-9 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.14 6-9 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.12 Hom(CT) 0.01 4 We Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=728/0-7-10,4=728/0-7-10 Max Harz 2=123(LC6) Max Uplift 2=455(LC 8), 4=-455(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-891/508, 3-0=891/508 BOTCHORD 2-6=328/716, 4-6=328f716 WEBS 3-6=210/327 Scale=1:27.1 It Sat = PLATES GRIP MT20 244/190 Weight: 54111 FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced root live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.0psf; h=1511; B=64ft; L=291t; eave=4ft; Cat II; Exp B; 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 fora plus or minus 0 degree rotation about its Center. 4) This truss has been designed for a 10.0 par 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 100 lb uplift at joint(s) except Ql=lb) 2=455,4=455. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chard and 112" gypsum sheetrock be applied directly to the bottom chord. = �• j�J 34869 G /I Julius Lee PE No.34669 MITek BSA, Inc. R Cert 6634 6904 Padre East Bind. Tampa FL 33610 Date: April 26,2019 ®WARNING- I/sIn, design paamettra and READ NOTES ON THIS AND INCLUDED A TEK REFERENCE PAGE MIIJ473 rw. 101CW015 BEFORE USE. Design wild for use enVwM Mireale eerineG09. This design Is based acid Upon amarnea s Measm. and Is for an IMIV dual burning fLtaxone , nr4 a Wss system Before use, the building designer must wfhyam appOmbilly of design parameters and properly hcorponte Ws design hdo the overall buhdingdeslgn. BmchgiMicatedislopMnn We gofhdiNdual Waaweba oraoMmembemwNr. Additional tempomy and permanent tender M!Tek' Is always requlrsel or slabihty and to prawm ca0apse welt posslbre personal lnjwyand popedy damage. ForgeneralguWarceragarningthe fabrication, Manage, delivery. emotion and bretlng ofhuseee am Was systems, see ANSUIPIf Duality Grande, DS"S and SCSI aulldlng Component 69314 Parke East awn. Sefetylnf0ame0on ewha0le (ram Trusa Plate InSaule, 21a N Lee Street, 6uxa312, Alexandria, VA 22314. Tampa. FL Seat Job Truss Truss Type Oly Ply J3773241omelech Contractors-1553Model T16879958 J37732 CO2G Hip Girder 1 1 Job Rererenw o banal Innis. Ft. Pierce, FL 34946 4xg = M 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Apr 25 05:40:59 2019 4x4 = I. II axe = 3x4 = 3x4 = Scala =1:27.6 Plate Offsets (%,Y)— 13:0-5w4,0-2-01 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in floc) Odefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.07 8-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.07 8-11 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.12 Haz(CT) 0.03 5 r/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 611E FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (fib/size) 2=104510-7-10, 5=1045/0-7-10 Max Horz 2=94(LC 6) Max Uplift 2=721(LC 8), 5=721(LC 8) FORCES. (lb) -Max. CompJMax.Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=1669/1143, 3-4=-1443/1072, 4-5=1670/1143 BOT CHORD 2-8=-942/1430, 7-8=954/1442, 5-7=924/1430 WEBS 341=221/318, 4-7=-220/319 BRACING- TOPCHORD Structural wood sheathing directly applied or 4-1-11 oc purling. BOTCHORD Rigid ceiling directly applied or 5-11-13 oc bracing. NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10: Vuft=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsh BCDL=3.Opsf; h=15ft; B=64ft; L=29ft; eave=oft; Cat. II; Exp B; 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 pat bottom chord live load nonconcu 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 2-6U wide will fit between the bottom chard 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 (t=lb) 2=721, 5=721. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 2951E down and 271 Ib up at 5-D-0, and 1251E down and 1121E up at 7-0-0, and 295 lb down and 271 lb up at 9-0-0 an top chord, and 1101E down and 106 lb up at 5-0-0, and 51 It, down and 44 lb up at 7-M, and 1101E down and 10616 up at 8-11-4 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 13-70, 3-0=70, 4-6-70. 9-12=-20 Concentrated Loads (lb) Vert: 3-167(B) 4=167(13) 8=90(13) 7=90(B) 16=-77(B)18=42(B) 0-lUS�LFF ���see�i ► No 348699 f-2, Julius Lee PE No.34869 MITek USA, Inc. FL Cart 6634 69M Parke East Blvd. Tampa FL 33610 Bate: April 25,2019 ®WARNING-Vent,dasl9nparameleraandREADMOMSONPASANDINCLUDEDMITExREFERENCEPAGEMU-r4r]rev.1WOM015BEFOREUSE. �■■' Design varM Wuw any with M'reMosm,ce . This design Is bash amy uponparemHers shown, and is ben Individual bIndirg wnmoneM net a Wss System.Beforeuse,tMbaldingdesignenmuAwdy Pe Appbm gyefdesignpammetemendpmpe,lyNwry rate Uiisdesign NtomeovMMI i•�a■�1`( bUldingdesign. BrecNg llWbeted is toprewnl budding of bdiWduM WssweO andlgr USN members Dory. Addgbnaltempdraryendpe,manmdbro0ing M!Tek' Is allays Advise! WMasur and to prewN collapse with possible personal Injury and property damage. Forgenemiguidanceregardirgtbe fabrication. Manson. detiwry. erection and lament ofbusws" Wsasystems,see ANSUlPrf Quality CMeda, DSB-e9 and Bear Building Component 5904 Parke Past 8td. SeM1y10bnnatl0n eweabb hem Tana Plata lnMiMe, 21a N. Lee 6treM, Suke 312, Alexandria, VAYl31d. Tampa, FL 36610 D Job Tmss Truss Type 0ty Ply J37732-Hometerh Contractors-1553 Model T76879959 J37732 D01 Common 1 1 Job Reference (optional) rders.uesr uuss, m rerce, rL.t4a4o 1 8.240 s Dec 62018 MiTek Industries, Inc. Thu Apr 2505:41:002D19 Page 1 44 = 3 2x4 = 2x4 = Scale =1:19A Ii LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) VdeB Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Veri(LL) 0.01 6-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 6 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.05 Horz(CT) 0.00 4 Na Na BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 31 Ib FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid telling directly applied. WEBS 2x4 SIP No.3 REACTIONS. (Ib/size) 2=443/0-7-10, 4=443/0.7-10 Max Hoe 2=77(LC 6) Max Uplift 2=282(LC 8), 4=282(LC 8) FORCES. (Ib)-Max. Comp./Max. Ten. -All faces 250(lb) or less except when shown. TOP CHORD 2-3=323/167, 3<-323/167 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull70mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=3.Opst, h=15ft; B=64ft; L=29ft; eave=4ft; Cat. II; Exit, B; Encl., GCpi=0.18; M WFRS (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 2-0-0 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 1001b uplift atjoint(s) except Ut=1b) 2=282, 4=282. 7) This tmss design requires that a minimum of 7116" structural wood sheathing be applied directly to the lap chord and 1/2" gypsum sheelrock be applied directly to the bottom chord. III II I I I1111 ,%VLIU S (F� C E N S�.e i No 34869 RIpP -••1111111n•- Jullus Lee PE No.34869 MITek USA, Inc. R. Cent 6634 6904 Padre Fast Blvd. Tampa FL M610 Date: April 25,2019 ®WARNING Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 mv. 10AWaOl6 BEFORE USE. eenee Design valid Musa onlywah Nin ek® cmneaars. This deego is based ony upon parameters shmm, and Is Mean Indedual hullo component, not 21* myr� e truss system Before use, the building designer must witty the app6rabi1y of deAgn parameters and propeM Nwrpamte Nis design Into Me oeerall bulldingdesign. Brazing ignored is to prevent budding oftscmdual Wes web andlorchoN members only. MdnonalbmpomryegpermaneMbracing MiTek' b always required Bar stability and to imwem coAapse with possible personal muryand property damage. For general guidance regarding the labdrae4n.storage, derrrery, ereraon end breoieg of Wssas and truss sy5ems, see ANSIrTPH Quality Cdreda, DSB49 and BC51 Building Component 6904 Parke East BM. Se/orylnMormagon amlabk M1wn Tms9 Pime InAaule, a18 N. Lee SIreM, Subem2, Alexandria, VA22314. Tampa, FL 36610 Job Truss Tnrss Type Oty Ply J37732-Hometech Contracom;4553 Model T16B79960 J37732 D02 Common t 1 Job Reference (optional) Truss, Ft. Pierce, FL 34946 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS Zx4 SP No.3 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Apr 25 05:41:01 2019 Page 1 ID:Azwe9k09y8 eM30tergXulzCHTopJG73Gk?LDSuOgysdeUyOZe RFLgjX?enlogRlzNGdO 4x4 = 2x4 = 2x4 = SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Cade FBC2017frPI2014 REACTIONS. (lb/size) 1 =345/0-7-10, 3=345/0-7-10 Max Harz 1=56(LC7) Max Uplift 1=-209(LC 8). 3=209(LC 8) CSI. DEFL. in (roc) Vde0 L/d PLATES TC 0.12 Vert(LL) 0.01 4-9 >999 240 MT20 BC 0.12 Vert(CT) -0.01 4.14 >999 180 WB 0.05 Horz(CT) 0.00 3 n/a n/a Matrix -AS Weight: 27 lb BRACING. TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. FORCES. (Ila)-Max. CompJMax.Ten.-All forces 250(lb) or less except when shown. TOP CHORD 1-2=398/234, 23=398/234 BOTCHORD 1-4=-159/310, 34=159/310 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=64ft; L=29ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; M WFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; parch 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 fora 10.0 Pat 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 chard in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 1=209,3=209. 7) 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 difecUy to the bottom chord. Scale=1:17.3 [e GRIP 244/190 FT-0% �VUUSIteF CENSF a �: i * 34869 �S A Da �D/AIA y �❑ -•4g11111P•' Julius Lee PE No.34869 MITek USA, Inc. R. Cat 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 WARNING -Vedfy design paramamn antl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 r-1N034015 BEFORE USE. D Signva1Mfmuseo*wMMmeM=nedom.This Eesignisbased Dotyuponpammetemshown,and Isfaran btliNdual Wading component. not a truss system. Selma use, the buiMing designer must very the appUmbildy of de.4gn parameters and pmpeM inmr anne this design NMthe 4vemil bulldingdesign. BrecNp lntlicaled isto preverrtWWMp of lndlWdual Wseweb anNm diord members Dory AldNonalkanpaeryandpennanentbradng MOW Is aFNaya regubed for stablWy and to pseueal carapso with possible permnal injury and property damage. Forgenecdgukancaregardingthe NbdCfion.alamge,de0V .ereC udbmdti of Wsses NMWSSefMems,me ANSM11 Dually Canada, DS"9and DWI Building Component Selerylaramatlon evmlable Uom Truss Plate InWXe, 218 N. Lee greet a le31; Alexandria, VA 22t14. 6904 Parke Fast BW. Tampa, FL 36610 Job Truss Truss Type Oty Ply J37732-Hometerh Contractors-1553 Model T16879961 J37732 D03G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8240 s Dec e2Dte Mi l ex mausmes, Inc munprzoua:crvr<vn Seale=1:20.0 4xS = 4x4 = 2x4 = 2x4 = I3-4b 3-0-0 i 44t-0 ( 7A-0 i Plate ORsets(%V)— (3:0-500-2-01 LOADING (ps1) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.01 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.01 8 -999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horc(CT) -0.00 5 Na Na BCDL 10.0 Code FBC2017rrP12014 Matra -MS Weight: 351b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=493/0-7-10, 5=446/0-7-10 Max Ho¢ 2=65(LC 6) Max Uplift 2=353(11LC 8).5=319(LC 8) Max Gmv 2=493(LC 17), 5=452(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-032/324, 3-0=398/331, 4-5=-482/349 BOTCHORD 2-8=243/361, 7-8=248/363, 5-7=2661399 BRACING. TOP CHORD Structural wood sheathing directly applied or 6-0-0 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=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=3.Opsf; h=15ft; B=64ft; L=2911; eave=4ft; Cal. II; Exp B; 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 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-M 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 Ib uplift at joint(s) except (jt=16) 2=353,5=319. 8) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 183 Ito down and 148 It, up at 3-0-0, and 183 lb clown and 148 lb up at 4-8-0 on top chord, and 80111 down and 301b up at 3-0-0, and 80 lb down and 30 Ib up at 4-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3-70, 3-4=70, 4-6-70, 9-14=-20 Concentrated Loads (lb) Vert: 3=.8(F) 4=8(F) 8=-18(F) 7=18(F) Man i 34869 Julius Lee PE No.34869 MTek USA, Inc. R. Out 6834 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 ®WARNING - and READ NOTES ON TPoS AND INCLUDED MITEKREFERENCE PAGE AIII-W3m, IUAOa015 BEFORE USE. Design van for use only wM MTekis connectors. This design is based only upon parameters shaven, and Is for an individual bunting component not a Was system. Before use, Ole building designer must very Me applioutiGy of design parameters and properly Nwmorale this dedgn into the manall buildingdesign. BmcinglndiwtedistOpmventburingofhdMdual WsswOwWor Mommembmmly. Mcfticnal temporsy and permanent Emang MiTek' Is almys required for stability and to prevem collapse Cant posatte persome iniuryand property damage. For general gukance regarding tie fabrueon, stooge, delivery. madame and bradng ofbusses and truss systems, we ANS19roll QuaMy Cdteda, DS849 and BCSI Building Component 6904 Palle East Bhd. Sonoylnformatlon available f he Tmss Rate Inso teute, 218 N. Lee Street S0ee312, Alexandre, vA=14. Tampa. FL 36310 Job Truss Truss Type Dry Ply J37732-Hcmeach Contractors-1553 Model T76879562 13773E MV2 Valley 1 1 Job Reference o Lionel East Coast Truss, FL Pierce, FL 34946 8.240 s Dec 62018 MiTek Intlusines, Inc. Thu Apr 25 05AI:02 2019 Page 1 ID:Azwe9kQgy8_eM30tergXulzCHT"VgOGcle6XalegX28M98wnBA8fmS 3oCyYNzlzNGd7 Scale =1:7.8 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loci VdeO Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) life - life 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) Na - Na 999 BCLL 0.0 Rep 1 a Ina YES WB 0.00 Horri -0.00 2 n/a Na BCOL 10.0 Code FBC2017TrP12014 Matrix-P Weight 5lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-D-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=62/2-0-0, 2=48/2-0-0, 3=14f2-0-0 Max Ho¢ 1=28(LC 8) Max Uplift 1=10(1_C 8), 2=-28(LC 8) Max Gmv 1=62(LC 1), 2=51(LC 13), 3=28(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10: Vu8=170mph (3-second gust) Vasd=132mph; TCDL=5.0psF, BCDL=3.Opsf; h=15ft; B=64fi; L=29ft; eave=oft; Cat. II; Exp B; 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 leads. 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-D-0 wide will rd between the bottom chord and any other members. 6) Bearing ttoma() Considersto value ANSIrrPI I angle to formula. Building designer should verify parallel grain using grain Capacity os i , , , 7) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 1001b uplift at ioint(s) 1.2. •, • G E NS • � ••� �• No 34869 Julius Lee PE No.34869 Welt USA. Inc. FL Cart 66M 6904 Parke East Blvd. Tampa FL 33610 Dale: April 25,2019 ®WARNING. Vestry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 nw.1 W034015 BEFORE USE. Designvalid for use any with NGTek®connecUsS. TIM design is based Only uponpwamelers Shawn, and is Loran individual balding component nal �• a truss system. Before use, 0e building designer must vent' 0e applicability of design pammmers and popery incoryorate this design Gdo Me Cove s bulldingdesign. among indicated is to prevent buckling of indiWdual truss web anmor chord members ony. McfJonaltempoaryandpeimanentbracing MiTek' is always required for stability and to prevent collapse wgn posside persoiul inlrny and property damage. Forgenerelguidanceregardinglhe fabrication stooge, delivery, erection and bracing oftmsses and truss Systems, see ANSVTPlf Qualify entails, DS"9 and SCSI Building Component 6904 Parke East BNd. Saferylnformadon av bble Goo TNSSPlate Ina We.218N.LeeBAN.Suite312,AlexandM.VA22314. Tampa, FL 36610 Job Truss Trus:Type:���Qly 553 Model J37732 Valle �PlyJ3773241ameterJ�Conl,,actors-1 Job Reference o rrOva. FL aorta,rL dveao 2x4 i 8240 s Dec 62D18 MTek Industries, Inc. Thu Apr 25 05:41:02 2019 eanme.,.n i.cur...me.nr_axvere,.voovoo.....eo_so o..�.....r. 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a - n1a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(CT) -0.00 3 That n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 - TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (lb/size) 1=14614-0-0.3=146/4-0-0 Max Horz 1=84(LC 5) Max Uplift 1=-37(LC 8), 3=-43(LC 5) Max Grav 1=146(LC 1).3=155(LC 13) FORCES. (lb) - Max. Camp./Max. Ten. -All forces 250(Ib) or less except when shown Scale=1:12.8 PLATES GRIP MT20 244/190 Weight: 14 lb FT=0 Structural wood sheathing directly applied or 4-0-0 ac purlins, except end vericals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=3.Opsf; h=15ft; B=64ft; L=291t; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 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) 1, 3. J�-O�VLIU S r !_F�-#.. 34869 T : O R A...- _14" O N AL Julius Lee PE No.34869 MTek NSA, Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Data: April 25,2019 ®WARNING-Venlydesurparemelare and READ NOTES ON Ties AND INCLUDED MITEK REFERENCE PAGE 100-7413 rev. IM312015 BEFORE USE. asesse Design valid for use only with MTele®eonneduars. This design is came arty upon parameters shown, and is for an Individual bulling component, Tat ��' A Was system. Before use, the building designer must veriy Me appreseiray of dodge parameters and prepedy Inoomerme this design Into the overell buildingdesign. Bating Indicated isto prevent buckling of Individual trusawM andkrcherd members only. Ad4Nonal temporary and pemianentbracing iwiTek' Is treats required! Tor stability and to prevent autapse with possible personate Injury Be property damage. For general guidarra regaroing the fabrication. Storage.degvery, emofiam and trading oftudem and buss systems, me ANSVIPIf Duality CrgeNa, DS"9 and coal Building Component Saleylnfofmation avalabletom Truss PIAelnatame.210N.LeoB e.s e312,Alexandria,VA22314. 6904 Parke Fast Blvd. Tampa, FL 36610 Job Truss Tmss Type CRY Ply J37732-Hometerh Contractors-1553 Model J37732 M IE Valley 1 1 T16B79564 Fad rn 1I.— Job Reference (optional) -----' """OZ4U5uec oZVIa run eK lnausmes, ma InuMrzauG:4l:ua[u1a Pagel ID:Azwe9k09y8_eM30tergXUIZCHTo4hNmTymGsgicF_6Fk3W0T k6E3vPBRJxFcHwVBzNGd_ Scale=1:17.8 2 3 �4 2.4 If LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (lac) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Verl(LL) n/a - n1a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) n/a - file 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 nta Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 211b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=236/6-0-0, 3=236/6-" Max Horz 1=135(LC 5) Max Uplift 1=61(1_C 8), 3=-70(LC 5) Max Grav 1=236(LC 1), 3=252(LC 13) FORCES. (III) -Max. ComplMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuB=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf, BCDL=3.Opsf, h=15ft; B=64ft; L=29ft; eave=oft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencunent 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 fa 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) 1, 3. ii �V%pys1(FF 4,��i In No 34869 )RI Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: April 25,2019 ®WARNING - Venlydesign Parameters antl REAO NOTES ON TrUs AND INCLUDED MITEK REFERENCE PAGE 111II-7473 re¢ I&M015 BEFORE USE. *R Design valid focus¢ Dory With MTeactoarieclas. Tbis design is based only upon parameters shown, and is for an ind'nrdual Wilting component not abase sy9ign.Brmeussaamedisng designermuing of yUeappliraseetf de9gnchord members only. peelyhmrporate Nisdesid permanent bracing �Y■■ is shingtlesign.BracingiMiTatdtl is roprevenrWGe with osisible p Wsnweburnandprrdmemamage..rgeneraltempomrygarginmanent bracing MiTek' is always,stamp rquired for stability andropreventcing a ass possiblepersonalI$. we property damage. Forgeneraleds, DSB 9andBCe fabrication, stamps. d ilay,emdlonandblarJngofbus218N.trvsasMr .see ANSVAM14. liry Criteria, DSBA9 andaCSf Burlding Component Tampa, eEam M1Bhd. Sa/efy/nrormetbn available ecru Trvss Plata Insreule, 218 N. lee Street, Suite 312. Alexandria, VA22314. Tampa, FL 36610 Jab Truss Truss Type Oty Ply J37732-Hometerh Contactors-1553 Model T16879965 J37732 MV8 Valley 1 1 Job Reference (optional) U.24U a Use b zUl b mu eK lnausmes, Ina mu Apr ze Ub:41716 2D19 regal ID:Azwe9k09y8 eM3DtergXulzCHTo4hNmTymGsgicF6Fk3WOT_kG637BERRxFcHwVBzNGd_ Scale = I MB 3 5 4 2x4 1x4 I 2.4 II LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (too) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n1a - Na 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.06 Hoa(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/iP12014 Matnx-S Weight 311E FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS . 2x4 SP No.3 REACTIONS. (fib/size) 1=116/8-0-0, 4=141/8-0-0, 5=394/8-0-0 Max Hom 1=187(LC 5) Max Uplift 1=6(LC 9), 4=54(LC 5), 5=154(LC 8) Max Grav 1=130(LC 14), 4=155(LC 13), 5=412(LC 13) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=321/171 Structure[ wood sheathing directly applied or 6-0-0 oc pudins, except end venicBs. Rigid ceiling directly applied or 10-0-0Go bracing. NOTES- 1) Wind: ASCE 7-10; VuH=170mph (3-second gust) Vasd=132mph; TCDL=5.0pst BCDL=3.Opsf; h=15ft; B=64ft; L=29ft; eave=4ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and light exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about Its Center. 3) Gable requires Continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle a 6-0 tall by 2-0-0 wide will M between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (it —lb) 5=154. 1\{IIII III/11�, ODU.S [F f%'' i No 34869n• OR S8ONA11EEO• Jullus Lee PE No.34869 MITek NSA, Inc. R. Gen 6634 6904 Padre East Blvd. Tampa P.33610 Date: April 25,2019 ®WARNING -Verity design panmelers anCREAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 161II-7473 rev. 1DIOY2015 BEFORE USE. Design valid for use only with MTek® correctors. This design is based only upon parserelers shown, and is for an indiviEual building component, not ��®® a truss system. Before use, the building designer must wrify But app5.bi1i y.t design psameters and prepeM blourixele Nis design We the movall �1Y�• bwldingdesigo. Bating indicated is to prevent bucking oflndiNdual Wss web andkIr cJmed members only. Addaional temponsryaM permanem bracing MiTek' Is always extuired for stabiuy and to prevem sompse with possible personal inlay, and property damage. Forgeneud guides ea regarding the fabrication,amain, delivery, erection and Ensure ornams and truss systems, see ANSVTMl Quality CrNerra, DSBF9 and BCSr Building Componem 6904 Parke Ent Bred. Saferyinfarmadon available from Truss Plate Institute, 218 N. Lee street, Suite 312, Alexandria, VA22314. Tampa FL Salto Job cuss Truss Type Oty Ply J37732-Homelech Contractors-1553 Model T16B799rc6 J37732 4 Valley 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 3x4 2 2l4 is 8.240 s Dee 62018 MRek Industries, Inc Thu Apr 25 05:41:05 2019 2x4 1 Sees =1.7.7 Plate Offsets(%Y)— 12:0-2-0Edgel LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) rda - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) ma - rule 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hoa(CT) 0.00 3 n/a me BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:J ilb_ FT=0% LUMBER-, TOP CHORD 2x4 SP No.3 BOTCHORD 2x4SPNo.3 REACTIONS. (lb/sae) 1=124/4-0-0, 3=124/4-0-0 Max Horz 1=20(LC (I) Max Uplift 1=35(LC B), 3=35(LC 8) FORCES. (lb) - Max. ComplMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4.0.0 oc pudins. 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; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=S.OpsF BCDL-3.0psf h=151t; B=64ft; L=29ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and fight 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 nonconcufrent 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 B between the bottom Chord and any other members. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ib upl'm at joint(s) 1, 3. .%I,� G ESN S. . �\ S�. No 34869n = 171 It Julius Lee PE No.34869 III USA, Inc. EL Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Bate: April 25,2019 ®WARNING - Verlfydevge ParameMrs and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE AV-7473 rev. 101034WIS BEFORE USE. Design valid Vat. alywM MTek®caram1ors. This de4ge la basix only upon parameters shown, and B for an xINWIual building component, not Iva I' a truss synem. Before use, the WtdNg designermust writ'the appfiubildy of deilgn parameters and propeM Inwryorme Nis daegn mo the overall bulNbgdeagn. gassing valkamed is to prevent buWhg of vilMdual miss web andiorchoN members only. Addilonaltempoarymndpennanembmdng Welk' is always real for stability and to prevent wgapse with possible Personal mur,rand property damage. For generel guldanw regarding the fabdwll9n, sto2gge, detans , erection and baling almisses and truss systems.sae ANSpTPII Dually alums, DSB�89 and SCSI Building Companorrt 6934 Parka Fast BW. Sarefyinfism aA mw ble Rom Tugs RMe Insft0e,21BN.teea em,Suee312,Alexandria,VA22314. Tampa, FL 35610 Job Truss Truss Type Oty, Ply J37732-Hometech Contmdors-1553 Model T16879967 J37732 4A Valley 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 2x4 i 8.240 s Dec 6 2018 M,7ek Industries, Inc. Thu Apr 25 05:41:05 2019 Page 1 I D:Azwe9k09y8_eM30tergXulzCHToh4VNNdnWOSyKVHGdsUZuYPphJsiJfLpEiwml Z3zNGcy 3x4 = 2 2x4 4-1-0 4-1-0 1 Scale =1:7.8 Plate Offsets (X Y)— 12:0-2-0Edgel LOADING Ups!) SPACING- 2-0-0 CSI. DEFL. in (loc) 0de0 L/d PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.06 Vert(LL) n/a - n1a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a - Na 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 n/a n!a BCDL 10.0 Code FBC2017/iP12014 Matrix-P Weight: ll Its FT=O% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=128/4-1-0,3=128/4-1-0 Max Horz 1=21(LC 6) Max Uphill 1=36(1_C 8), 3=36(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 or4-1-e oc punins. 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; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=5.Ops1; BCDL=3.Opsf hat5ft; 13=6411; L=29ft; eave=4ft; Cat. II; Exile B; 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 nonconwment with any other live loads. 6) - This truss has been designed for a live load of 20.Ops1 an the bottom chord in all areas where a rectangle 3.6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift atjoint(s) 1, 3. lllllllll llg111,' LENS ��. No 34869 vir'll"ONAll, Julius Lee PE No.34869 Mail NSA. Inc. R. Cart 6634 6904 Parke East Bind. Tampa R.33610 Date: April 25,2019 ®WARNING. Verify design Parameters anaREAD NOTES ON THIS AND INCLUDED MIrER REFERENCE PAGE MI474)J rev. IA473a015 BEFORE USE. Desgnvalid forum onrywEh Mirek®essmado,s. This design is based cay ups lwasMaWns shown. and is roran hldlNdual building aomisimrL not HT 11' a truss system. Before use, the building designer must vent' tiro apptimbilay of design paramaten and pmpery Ince,exa a Nis design into On ove.3 bugdingdeslgn. BmchgiMiraledlsiapmwntbuoingufmdMdualWsswebanNmchoNmembemany. AdddianettempoadyaMpe,manentbmchg MiTek' B allays requhedfof slabitdyand to prevam mgapsa with possible personal lnjuryand prepeMdemage. Forgeneralguidameregardi,gthe fabriratlon, Aomge, dehvery.eredian and bradtig of WssesaM wss systems, ue ANSVTPHOuagty Cali DSaJl9 and OCSI Building Cmnponent 6904 Parke East Blvd. SaretyinfomraUon availablefrom Truss Plate I.MW,218N.LeeB M,Sua.31ZA.dda,VAM14. Tamps. FL 35610 Job Tmss Truss Type - Qry Ply J37732 -Hometech Contractors-1553 Model T16879968 J37732 VB Valley 1 1 Job Reference c tional East Coast Truss, Ft. Pierce, FL a4946 8.240 S Dec b ZUId an, l eamousmes, mG I nu Xprow[91:w [on re,a, IO:Azwe9k09y8_eM30tergXulzCHTo-9G3u6zo8914B6RrpOC475dMojG14OoONxa Wb5WzNGm Scala=1:15.1 2 4z4 = 4 2.4 i 1.4 II 2x4 C 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (toe) Ude0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Ven(LL) n/a - Dial 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Ven(CT) Ito - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Hoa(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix-S Weight: 25 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied Orb-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=139/8-0-0, 3=139/8-0-0, 4=331/B-D-0 Max Hom 1=50(LC 6) Max Uplift 1=-46(LC 8). 3=46(LC 8), 4=77(LC 8) Max Gmv 1=140(LC 17), 3=140(LC 14), 4=331(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=5.0psF BCOL=3.0psf; h=15ft; B=64ft; L=29ft; eave=oft; Cat. II; Exp B; 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 nonconwrtent with any other live loads. in s truss has been designed for a ive load of 20.Opsf on the bottom chord all areas where a all -0.0 wide vidit e the bottom chord and any tof rto et 3. 4 L�F 7) Prroowill tmssher meen chanical al connection (by others) bearing plate Capable of withstanding 100 to uplift jf nts) 1, ,,,� E NSF•. ii In • •• No 34869 • ORI1 )NA4 Julius Lee PE No.34869 MHek USA Ina FL Cad 6634 69%Parke East Blvd. Tampa FL 33610 Data: April 25,2019 ®WARNING. Vetlty tleslBn paramelers andREAD NOTES ON THISAND INCLUDED MITEK REFERENCE PAGEM114473rev. 10,032015 BEFORE USE. Designvalld for use onlywilh MTeM conneolara.This design is based only uponparamelers shown, and is for an rndivrdua Main, component, not �� a Wss system Sense Use, the building designer must vedfyhe appaozblgyaf dedgn parameters and pmpedy Incoryorale his design Into he ovareg hwidingdesign.BracingiMii edistopmwntWu ingofrodiNdualWsswebaW.O.Nmembemony. Motional Arn,raryand Mffek' permanentbracing is always requhed for Stability and to prevent calapse wth possible percarml Injury and property damage. Forgeneolgu'danceregamingthe uumabm, storege,delivery, erection and boxg ofbusses and lmss systems, we AMU 1Qualiy Odfada,MBd9and BCSIBuilding Component 6904 Parke East Bbd, SmobIlldormsdon evadable hom Truss Rafe Instttde, 219 N. Lee Street, Suae a12, Alexantlrla, VA 22314. Tampa, FL MID Job mss Truss Type Oty Ply J37732-Hometeoh Contractors-1553 Model T76879969 J37732 V12 Valley 1 1 Job Reference (notional) Last ucast I fuss, FL Pieme, FL 34946 8.240 a Dee 6 2018 MITek Industries, Inc. Thu Apr 25 05:41:04 2019 Page 1 ID:Azwe9k09y8_eM30tergXuIzCHTo-Dx8hHnudBgTt8hRIn2fOCGLpTHu K4TG1 U1dzNGcz fi0-0 12.0-0 60.0 &o-0 Scale=121.5 4x4 = 3.4 G 1x4 It 3x4 Q 12-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(L-) Na - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) Fda - n1a 999 BCLL 0.0 Rep Stress ]nor YES WB 0.08 Horz(CT) 0.00 3 n/a n1a BCDL 10.0 Code FBC2017yrP12014 Matrix-S Weight: 39 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-D-0Do bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=221/12.0-0, 3=221/12-0-0, 4=528/12-0-0 Max Harz 1=79(LC 6) Max Uplift 1=73(LC 8). 3=73(LC 8), 4=122(LC 8) Max Grav 1=223(LC 17), 3=223(LC 14), 4=528(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. WEBS 24=365/140 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf. BCDL=3.Opsf; h=15ft; B=64ft; L=29ft; eave=4ft; Cat. II; Exp S; 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 D degree rotation about its center. 4) Gable requires Continuous bottom chord bearing. This nt with loads. psf bottom chord live load ord mall nwherey oth eallrectangle 4 �`,4�U truss has been designed fora 10f a lad of 20.Ops on the bottom ch.0 Thistruss 6) areas 3-6-0 tall by 2-0-0 wide ���ve (,����R� S FF will fit between the bottom chord and any other members. ��� �� • •• •�G E �j ��� 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 1001le uplift atjoint(s) 1, 3 except (A=1b) ,�� : IV S V F•• �� 4=122. �� ee 34869 �T• . A L/L Julius Lee PE No.34869 MITek USA, Inc. FL Can 6634 6904 Parke Fast Bind. Tampa FL33610 Date: April 25,2019 ®WARNING- Vedlydeslgnparametera and READ NOTES ON THIS AND INCLUDED MIrEK REFERENCE PAGE Rol 1433rov. f0/0340f5 BEFORE USE. valid Nr use only wan MTeksconnectors. This design Is based m,ly upon parameters shown, and Is can VIRMual building component net ruff a Muss ss system Berouse, the building designer must wdrythe applicability of deign parameters and properly InmMorale Nis design bag the owm8 building design. Bracing Indicated is to MawM bucUl of NOlNdual truss web andlor chord members only. Mcdonal tempaary and permanens bracing MITek• R always requ'cad for Goodly wets Prawns Co3apse Cobh possible Personal injuryand pmpeM damage. Fargenemlguidameregardingthe fabdration,5omge,deWW,emWanandbmdngMWsmsmWbusssyAems.m ANSUTPIIDueIMCtlreda,0.SBA9andSCSl BuadrnBComponent 6904 Parke East BNd. Salaylnrormarlon aw9able fmm Truss Plate In4eefo, 218 N. Lee Weet, Suite 312, Alexandra, VA 22114. Tampa, FL 36610 Job rags Truss Type Oty Ply J3773241ometech Contractors-1553 Model T16879970 J37732 ZCJi JACK -OPEN 18 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34945 8.240 s Dee 6 2018 MiTek Industries, Inc. Thu Apr 25 05:41:06 2019 Page 1 Scale = 17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeO Lld PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TO 0.24 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Inor YES WB 0.00 Hom(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 5lb FT=0 LUMBER- BRACING. TOP CHORD 2x4 SO No.3 TOP CHORD Structure] mod sheathing directly applied or0-11-4 oc purling. BOT CHORD 2x4 SO NOS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-7/Mechanical,2=214/0-7-10,4=-25/Merhanical Max Hoa 2=63(LC 8) Max Uplift 3=7(1_C 1). 2=150(LC 8), 4=25(LC 1) Max Grav 3=18(LC 8), 2=214(LC 1). 4=35(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=3.Opst, h=15ft; B=64ft; L=29ft; eave=4ft; Cat II; Exp B; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 he 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 3-6-0 tall by 2-0.0 wide will Tn 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 100111 uplift at Joint(s) 3, 4 except (t=lb) 2=150. �0_1US [EF i�,� .� •DENS. 34869 Julius Lee PE No.34869 MRek USA. Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 ®WARNING -Verify design parameters and READ NOTES ON THISANDINCLUDED MITER REFERENCE PAGEMII-7473 rev. ime3aOI5 BEFORE USE. Design valid foruse onywM MiTaW connectors. Tbie design Is based ordy upon parameters Hawn, and Is foran IrMiNEual Wien componi not a trusssystem. Belpre use, Me building designer must very me appLrabildyol unit. parameters and property ret inmrpoa Nu Oedgn'urto Ne gw2A buiMingdeslgn. Braving Indicated is to prevent evolving of Ndvidual truss web Miller Nord members only. Additional temporary and permanend bracing MiTek' is always required for stablay and to prevent coaawe with possible personal Irian, and property damage. For general guleara regarding the fabsi on.aomge,deWery,emd[onmdbradrgof WswsaM"ss"ema.we ANSRPI30ualify Crlti DSB_89 and BCSI Building Component 6904 Parke East Blvd. Sardylnformagon ava0abie bam Truss Plate InSaNe, 210 N. Lae Sbeel, SUAe312, Aleaandna, VA2YJ1d. Tampa, FL a6610 Job mss Truss Type pry Ply J37732-Hometech Contractors-1553 Model T16879971 J37732 CJ3 JACK -OPEN 12 1 Job Reference (optional) Iress, FL PunCO, FL 94BAB LOADING (psf) SPACING. 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress [nor YES BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 8.240 s Dec 6 2018 MITek Industries, Inc. Thu Apr 25 05:41:07 2019 Scale=1:12.7 2.114 CSI. DEFL. in (loc) Vde0 Lid PLATES GRIP TC 0.24 Vert(L-) -0.00 4.7 >999 240 MT20 2441190 BC 0.12 Vert(CT) -0.01 4-7 >999 180 WB 0.00 HOrz(CT) 0.00 3 rda n/a Matrix -MP Weight: 121b FT = 0 BRACING- TOPCHORD Structural mod sheathing directly applied or 2-114 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=75/Mechanical, 2=251/0.7-10, 4=31/Mechanical Max Horz 2=103(LC 8) Max Uplift 3=-36(LC 8). 2=117(LC 8) Max Gran, 3=80(LC 13), 2=251(LC 1), 4=50(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=3.OpsY h=15ft; B=6411; L=2911; eave=4ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); Cantilever left Bad right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate gdp 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 ps/ 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 buss to bearing plate Capable of withstanding 100 Ito uplift at joint(s) 3 except gt=lb) 2=117. ,,`���VLIU S' CFF4���� .`ate 'a\�OEIVs-a•' 34869 ew we D: r �we we Oas F . O R I ease \: i� Nfill A� Julius tee PE No.34869 MlTek USA, Inc. R. Cent 6634 6904 Parke Past Blvd. Tampa R.33610 Date: April 25,2019 ®WARNING -Vanity design paramelore and READ NOTES ON THIS AND INCLUDED Waif REFERENCE PAGE 10IJ4I3 rev. 10V3a0?5 BEFORE USE. weass Design wAul truss onlywa MReksocand tole. This Eesgn Is based only upon parameters shown, and Is form InOiMEual Wgftg component, not w Was system. Bets use, the building designermustwn" appeeabnNj of design parameters and proper hempmate WS design Into Pe over buiidingdesign. Bracing indicated is to proven Welding ofindrAdual tsss web anNor chord members only. Adddiona temporary and pemanen bracing MiTek' Is allays required tar stability and to proven cagapse wit possible passolul induryand property carnage. Forgeneral Velanceregaminglha fabricator, slosge, derwery, sretlen and beating ofnesses and truss sy9ems, we ANSI/TPIf Ought,Creeds, DSBa9 end Goal Building Component 6904 Parke East Bhd. Smeyinflamigon awbbthem Tmsa ReeInsMNe,219N.Lea SVeel,Sube312,Neman .VA22314. Tampa, FL 36610 Job mss Oty Ply J3T732-Hometech Contraaors-1553 ModelT76879972 F'aT"8 J37732 ZCJ3T 2 1 Job Reference (optional) Truss, Ft. Pierce, FL 34946 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plaie Grip DOL 1.25 TCOL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Ina YES BCDL 10.0 Code FBC20171TP12014 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x6 SP No.2 8240 s Dee 6 2018 MTek Industries, Inc. Thu Apr 25 05:41:07 2019 Scale =1:12.7 2.7-10 CSL DEFL. in (loc) 0deft Lid PLATES GRIP TC 0.24 Vert(LL) -0.00 6 *99 240 MT20 2441190 BC 0.04 Vert(CT) -0.00 6 >999 180 WB 0.00 Horz(CT) -0.00 3 n/a nla Matrix -MP Weight: 14 lb FT=0 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-11-4 oc purling. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=67/Mechanical,2=25VO-7-10,4=39/Mechanical Max Horz 2=103(LC 8) Max Uplift 3=-37(LC 8), 2=-118(LC 8) Max Gray 3=71(LC 13), 2=251(LC 1), 4=58(LC 3) FORCES. (lb) - Max. C(mp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=3.OpsY h=151t; B=64ft; L=29ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; M WFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 writer. 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 8t 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 joints) 3 except (jt=1b) 2=118. V No 34869 RO IAL Julius Lee PE No.34869 MRek USA, Inc. R. Cert 6634 6904 Parke East Bind. Tampa FL 33610 Data: April 25,2019 ®WARNING -Verify Eeslgn parameters and READ NOTES ON THIS ANDINCLUDED MITEK REFERENCE PAGE MII-ATa rev. 10/0312015 BEFORE USE. Design vAidkfumonywMMTeM® nMors.Thisdesign Isbasedmuyuponparameters shown, andisforan Ihu iWpual bugtitq tomponen4 not aaaaa � a Wss system. Before use, the building designer must veby Me appkabiuVof design parameters and propedy Hcallordte MIS design Into Me owmh MAchngdesign. Bracing indicated Isla pawambudSmg timdwidual Wsswebandlorrhord membmsony. AccatmAtemporayand,immanentomcing MOW always requlted for dabilhy and to um ent collapse wM possible personal lnjwymcl property damage. For general guidanc mgmdim3 Ma fabdaxgoqstorage, detivey, erection and bmob, mousses am truss'Sams. sea ANSOTP11 Dually courts, DSB49 and BC5/ Bullding Component 69011 Parke East BW. Sofear formallon avamb%ham Truss RAeInsWNe,219N.Lee SI Sufte312Nexandda,VA22314. Tampa,a 36610 Job Truss Truss Type Oty Ply tors-1553 J37732-Hometech ComrscModel T76879973 J37732 ZCJS JACK-OPENe 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.240 s Dec 6 2018 MTek Industries, Inc. Thu Apr 25 05:41:08 2019 Page 1 ID:Azwe9k09y8_eM30tergxulZCHTG6fBIXfgOhNKvMI C%c6bA2R4B4BsiZgOu7hAOzNGcv 4-0 4-114 14-0 F 4-114 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 TCDL 15.0 Lumber DOL 1.25 BC 0.42 BOLL 0.0 ' Rep Stress Ina YES WE 0.00 BCDL 10.0 Code FBC2017[TP12014 Matrix -AS LUMBER. TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=145/Mechanical, 2=331/0-7-10, 4=61/Mechanical Max Horz 2=144(LC 8) Max IJplitt 3=76(LC 8), 2=122(LC 8) Max Gmv 3=153(LC 13), 2=331(LC 1), 4=90(LC 3) FORCES. (Ib)-Max. Comp./Max.Ten.-All forces 250(lb) or less except when shown. DEFL. In (loc) Vden Ud Vert(LL) -0.02 4-7 >999 240 Vert(CT) -0.06 4-7 >984 180 Horz(CT) 0.00 2 Na n/a Scale=1:17.6 PLATES GRIP MT20 244/190 Weight: 18 lb FT=0% BRACING. TOP CHORD Structural mod sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf BCDL=3.OpsY h=15ft; B=64ft; L=29ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber D011=1.60 plate gnp 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 nonconctrrent 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 connexion (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at Joint(s) 3 except (t=lb) 2=122. 8) This truss design requires that a minimum of 7/16" structural mod sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. %%%% � G ESN OFF o No 34869 _ n 4 * .A.YA .lA U(7iYPC1E OF :�`�� %%% i�NA111 E� Julius Lea PE No.34869 MITek USA. Inc EL Cert 6634 6904 Parke East Bind. Tampa R. 33610 Date: April 25,2019 ®WARNING -Verily tlaslpn Parameters antl READ N07ES ON MIS AND INCLUDED MITEx REFERENCE PAGE 101.7473 rev. I&VANI15 BEFORE USE. Design vard for use only wan MTekW connesors. Thus de9gn I$ beset any upon p eemeten shown, and Is for an WiW ival W gdmg Component, not a buss system. Before use, Me building designer must verify" eppeasbirtly of design parameters ant propery Mcogora ethis design Um, Me aeerzll buflingdeslgn. Bmeingindicatedistoprewnt WchangcfhdiWdualtmisweb.NPrahMmem ..V. AddiuonaNempareryarM resm.end bracing � M!Tek' Is aavrys m,,ubed for 9abilty and to prevent Collapse with passible personal muryand property damage. Fmgenemiguldanceregard'ugthe fadiration, storage, deunc.1ry, nedlon and breung ofbussuSerxlbusssystems,we ANMIIDualifyergede,DSB Sand BCSr BugNng Compdnem Selefy/nr emn Rate 6904 Parke East BM. nmention evallable TNss InsMOe.2la N. Lee sired, Suee 312, Alexandra. VA22014. Tampa. FL 36610 Job mss 0ty Ply J37732-Hometech Contractore-1553 Model �JACKPEN T16879974 J37732 ZCJ5T 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Dee 6 2018 MTek Industries, Inc. Thu Apr 25 05:41:08 2019 Page 1 ID:Azwe9k09ye eM30tergXulzCHTo6fBfxfgOhNKvMI CXc6bA2R?P4hmi3gOu?IWOzNGW -1-0-0 2f 14 2-0r10 3814 3dA0 11:14 l 1-0-0 24 14 2U 0 2 1$10 2x3 = LOADING (par) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 TCDL 15.0 Lumber DOL 1.25 BC 0.31 BCLL 0.0 Rep Stress Ina YES WB 0.03 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SO No.3 REACTIONS. (Ib/size) 5=193/Mechanical, 2=331/0-7-10, 6=12/Mechaniwl Max Hom 2=144(LC 8) Max Uplift 5=-77(LC 8), 2=122(LC 8) Max Grav 5=204(LC 13). 2=331(LC 1).6=25(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. DEFL. in (too) Vdefi L/d Vert(LL) 0.07 8 >814 240 Vert(CT) -0.14 8 1418 180 Horz(CT) -0,07 6 n/a We Scale=1:17.6 PLATES GRIP MT20 244/190 Weight: 22 lb FT=0% BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wnd: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsh BCDL=3.Opsf; h=15ft; B=64ft; L=29ft; eave=oft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcufrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at Joint(s) 5 except 01=11b) 2=122. 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. ai \CENS� as 00, 34869 ,� )R\1 NAL Julius Lee PE 1,10.34869 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 ®WARNING - Verily Coalgnparamelers and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MII-7473rev. 1"342015 BEFORE WE. aw— Deaign valki forues only wM MTek® comectons.This design Is based only uponparameon, shown. and is far an Individual We ss, oun onem, not a truss Syron Before use, Ne building designer mug verily We epplioab lty of design paremeters and p sparty mmryorate WS design into Me ..It buildingdesign. Bracing lndioted is to prevent Welding ofindladualtmss web eMlor Nand members only. Addlionel tamporaryan0 pemtanam bracing MiTek' b always reauled for StabiByand to prevent collapse with possible peremel inlay and property damage. For general guidance regaraw rite fabdmton,gomge.delivery,ereg"q wdbmdngofl sws.Mi ,aygeme,see ANSIMPH Oualify Comda, DS"9 and Best Building Companonr 6904 Parka East Bind. Sefeylnrorme0on avalableboth Tugs Plate Ine W0.218N.Lee Street,Sufte3lZAJexandda,VA2Ml4. Tampa. FL MI Job Truss Oty Ply J37732-Hometech Contractors-1553 ModelT76879975 7TWSS J37732 E!3 2 1 Job Reference (optional) u.L4u s use bzunu maex lndusmes. Inc. mu Npreauo:al:uueuln Scale=1:12.8 3.0.0 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) Vde0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(L-) 0.01 4.7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4.7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 me Na BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 12111 FT=O% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=77/Mechanical,2=253/0-7-10,4=32/Mechanical Max Horz 2=104(LC 8) Max Uplift 3=45(LC 8), 2=160(LC 8), 4=-34(LC 5) Max Gmv 3=77(LC 1).2=253(LC 1), 4=52(LC 3) FORCES. (Ib)-Max. CompJMax.Ten.-Allforms 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0cc puffins. BOT CHORD Rigid ceiling directly applied or 10-0.0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf, BCDL=3.Opsf; h=15ft; B=6411t; L=29ft; eave=oft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and Tight 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 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4 except @=Ib) 2=160. i No 34869 a OR% DNAI Julius Lea PE No.34869 MITek USA, Inc. FL Cart 6634 6904 Paft East Blvd. Tampa FL 33610 Date: April 25,2019 ®WARNING -Verify design parameters andREAD NOTES ON THISAND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 1"312015 BEFORE USE. *e Design varin brute onlywAh Mnek®connectors. This design Is based orgy upes pa2mtters shown, and Is (man IMividual buitilp component, not a muss system. Before use, the building deagnermust yedfylhe applicabiay of design parameters and pmpedy Incoryorate this design maoihe overall b0cingdeegn. Bracing Indicated is to prevent hucVMg of bdMdual Wss web mmfor chord members ony. Addimonaltemporaryandpeimanem bracing MiTek' Is always reg arod Or Mabiliy end to prevent cegapse with possible personal injury and propeM damage. For general guidance regaining the fsmdcaaon. merege, delivery Inaction and bracing d urussas and Innis systems, we ANSVrpll Buggy Errands, DSB89 and 8CS3 Building Component Sabiylnbrmatbn awdablefrwn Trues Rate Ina We.218N.tweeS %Sune312Alesandda.VA22a14. 6904 Parke East BlW. Tampa, FL 36610 Jab Trvss Oty ply J37732-HometechContraCom-1553ModelT76879976 7Jak-Opyen J37732 ZEJS 3 1 Job Reference (options[) East coast l russ, rL rlerce, eL. U`IO 8.240 a Dec 62018 MTek Industries, Inc Thu Apr 25 05:41:09 2019 Pagel ID:Azwe9kOgy8 eM30tergXulzCHToarl1 k7r1 SgSmz Z05KdgiF FhU7Eb9opdYWiaNGw -00 5-00 1� 5-ao Scale=1:17.8 P,7C 54W LOADING (pst) TOLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.26 CSI. TC 0.55 OEFL. in Vert(LL) 0.06 (loc) Udell Ud 4-7 >999 240 PLATES GRIP MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(Cl) -0.06 4-7 >946 180 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 181b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOTCHORD 2x4 SP No.3 BOTCHORD Rigid Calling directly applied. REACTIONS. (lb/size) 3=147/Mechanica1, 2=334/0-7-10, 4=621Mechanlcal Max Hors 2=145(LC 8) Max Uplift 3=89(LC 8), 2=-195(LC 8), 4=58(LC 8) Max Gran, 3=147(LC 1), 2=334(LC 1), 4=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10: Vuft=170mph (3-secend gust) Vasd=132mph; TCDL=S.OpsY BCDL=3.Opsf; h=15ft; B=64ft; L=29ft; eave=oft; Cat. II; Exp B; 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 notation about its center. 4) This truss has been designed for a 10.0 last bottom chard live load nonconwaent 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 ttom rd and any other 6)Refer ogirder(s) for otruss ootrusConnectionsmembers. 7) Provide mechanical truss to pO`��LIUS4 F �j Connection (by others) of bearing plate Capable of withstanding 100 lb uplift at joint(s) 3, 4 except T=lb) �� • 2=195. ��` •''\C ENS'' V F•''. �� 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum �� �' sheetrack be applied directly to the bottom chord. NO 34869(//j n* _.eraEm11na• Julius Lee PE No.34869 MITek USA, Ina R. Cart 6634 6904 Parke East Blvd. Tampa FL33610 Data: April 25,2019 ®WARNING. V.dfldesi9nParameter antl READNOTE50N THIS AND INCLUDED MIrCKREFERENCE PAGE MIF)QJrw. IM12015BEFORE USE. Design Iagd for use onyweh Mmelt®cen troors. This design Is based my uponparamners shown, and is nor an individual wading mmponeM, not a Mass system Before use, me bulking designer must vedfythe appIlubilnyofdedgn parameters and prepeM fixa parate this design into Me owmll bulkingdesign. Bracing lndiested is to prawnt buckling of ind'Mdual truss web andlor Moth members only. AddNanallemparatyandpereanembraeNg MiTek' is always r... red farslablNy end ld prewm co0apse with possible personal injury and property damage. Forgeneeiguidanteregardingthe fabrwflOn, smmge. deliwI , erection and bmdng nrtwww and buss systems,see ANSUrPn DualityCrited., DSBA9 and Goal aultdln9 Component 89ei, Paden Ewl Blvd. Salelyloibma ion awaablehem Truss Plate In=i e.218N.Lee QMe Swte3lZAkaandrie,VA2YJ14. Tampa FL MID b TypeOty Ply J37732-Hometech Contractors-1553 Model lijo LZEJs7s �J,-Opn 37732 e 20 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 34 = 8.240s Dec 62018 MiTek Industries. Inc. Thu Apr 25 05:41:10 2019 Pagel ID:Azwe9k09y8 eM30tergXulzCHTo-211PxLr1D_atlb381N183FTWO5tEFKc2zsCUoEHzNGa Scale =1:23e Plate Offsets (X,V}- f2:0-0.12 Edae) LOADING test) SPACING. 2-0-0 CSI. DEFL. in (lac) gde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(I-Q 0.10 4-7 >834 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.24 4-7 >346 180 BCLL 0.0 ' Rep Stress Incr YES WB a00 Horz(CT) 0.00 2 rda n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 24 Is FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2X4 SP No.3 REACTIONS. (Ib/size) 3=217/Mechanical, 2=420/0.7-10, 4=86/Mechanical Max Hom 2=186(LC 8) Max Uplift 3=116(LC 8). 2=133(LC 8) Max Grav 3=229(LC 13), 2=420(LC 1). 4=127(LC 3) FORCES. (to) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING. TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vud=170mph (3-secand gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=64ft; L=29ft; eave=oft; Cat. II; Exp B; 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 cond6ions. It is the responsibility of the fabricatorto increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about 6s Center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonccncurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss t0 bearing plate capable of viMstanding 100 lb uplift at )oint(s) except Up —lb) 3=116,2=133. B) 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. ,�V1-lus L cF �i� `,% % ; ��4E N & �0 34869 %% Julius Lee PE No.34869 MiTek USA, Inc. R. Gad 6634 6904 Parke Fast Blvd. Temps FL 33610 Data; April 25,2019 ®WARNING - Verify tlesign parameters antl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PA GE MII-74 r3 rev. 1WOM015 BEFORE USE, Design valid for uwonywEh MRei®cam aci rs. TNs design is based only upon parameters u own, and is for an OciNdual IwgNng component not ��• a toss system. Before use. Me building designermust venythe appGral of desgn parameters and pmpedy locorpomN this design he 0e overall OuikNgdesign. Bracing inclose! is to proven buckling ofwdividual truss web andforchard members only. Addirionattempomryandpermanenbraong MiTek' Is enacts repaired for stability and to prevent collapse wdh possible personal injury end pmpedy damage. Forgeneralguidanceregardingme fabdwgon,#omge,delivery,emWonandbmdngoftmssesaMb sssystems,see ANSUTPH quality Orgepa. Den"9 and BCSI Building Component Sefefylnfeendban avalable han Truss Plate Insibole, 218 N. Lee Street Suite 312. Alexandra. VA22314. 6904 Paid EGA BIM. Tampa. FL 36810 Jab Truss Truss Type Oty Ply J37732-Hometech Contmdcm-1553Mode1 T1687997a J37732 ZEJ7T Jack -Open Illy 1 Job Reference (optional) eat Coast 55, K Pierce, FL 24946 8.240 s Dee 6 2018 MTek Industries, Ina Thu Apr 25 05:41:10 2019 2x4 _ 3x8M18SHS i 3-7-10 7-00 D_z1n .1Ln I Stale = 1:22a Plate Offsets (X.Y)— 12:0-4-00-0-41 f8:D-2-12 Edcej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/tle8 L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.72 Ven(LL) 0.18 7-0 >451 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.34 7-8 >246 180 M18SHS 244/190 BOLL 0.0 a Rep Stress Ina YES WB0.06 HOrz(CT) 0.01 6 Wa Wa BCDL 10.0 Code FBC2017rTP12014 MatriX-AS Weight: 28 lb FT=0% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=219/Mechanical, 2=420/D-7-10, 6=83/Mechanical Max Horz 2=186(LC 8) Max Uplift 5=101(LC 8), 2=133(LC 8), 6= 12(LC 8) Max Grav' 5=231(LC 13), 2=420(LC 1), 6=100(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES. 1) Wind: ASCE 7-10; VuU=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf BCDL=3.Opsh h=15ft; B=64ft; L=29ft; eave=oft; Cat. 11; Exit B; 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) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except 61=11a) 5=101, 2=133. 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. ♦♦ ♦\, \\I\I1111/1/ .♦ •LENS. //J} No 34869//�� warnwe � ♦OR�;:�e�j��C .S1ONAIl E V Julius Lee PE No.34869 MiTek USA, Ina R. Cart 6634 6904 Parke East Bind. Tampa R. 33610 Date: April 25,2019 ® WARNING -Verity design parameles and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1474I3 rev. I WO3aO15 BEFORE USE. aaawa 0esyn valid for use only with NUTeM connectors. This design Is based only upon paremeters shown, and is for an lmsomum bundiig component, am a lads system. Berate use, the buikmg designer must irony the appGwbily of design parameters and pmpady Nomi3Oa e, this design Into Me overall• mOkfingdesgn. Bracing indicated 13 to prevent Ncldmg ofddMdual truss web solo, cliord members only. AddiionAtempomryma,miagatrxcing MiTek' Is always required for Mobility and to prevam calorie with DMANe personal0juryprdii Ne ared property damage. Forgenemiguldancereo labriwlon, agate, delivery, emWon and broom, mousses and buss systems, see ANSU7P/l quality CNfeNa, OBBd9 and BCSl Building Component Sahrylnlormafion evalable M1om Truss PIMe InMlme, 218 N. Lea SRm, Suile312. Alexandria, viazas A 6904 Pans EastByd. Tampa, FL MID Job cuss Truss Type Oty Ply J37732-Hometech Contractors-1553Model T76879979 J37732 HJ3 Diagonal Hip Girder 2 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 LOADING (psp SPACING- 2-0-0 TOLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Ina NO BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SP No.2 8.240 s Dec 6 2018 MiTek Industries. Inc. Thu Apr 25 05:41:11 2019 Scale = 1:12.6 4-23 CSI. DEFL. in (loc) War Ud PLATES GRIP TC 0.32 Vert(LL) -0.03 4-7 -999 240 MT20 2441190 BC 0.24 Vert(CT) 0.03 4.7 -999 180 WB 0.00 Horz(CT) O.DO 2 n/a n/a Matrix -MP Weight: 16 to FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 0o purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (ID/size) 3=82/Mechanical,2=24B/0.10-7,4=17/MechanjwI Max Ho¢ 2=103(LC 8) Max Uplift 3=-66(LC 8), 2=269(LC 8), 4=-56(LC 5) Max Grev 3=94(LC 28), 2=277(LC 28), 4=46(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf BCDL=3.Opsf; h=15ft; B=64ft; L=29ft; eave=oft; Cat. II; ESP B; 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 psf bottom chord live load nonconcu ent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 3, 4 except (it=11g) 2=269. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 681b down and 106 to up at 1-4-1S, and 681b doom and 106 Ib up at 1-4-15 on top chord, and 72 Ib down and 53111 up at 1-4-15, end 721b down and 531b up at 1-4-15 on bottom chord. The designtselection of such Connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back E). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 4-5=20 Concentrated Loads (lb) Vert: 8=88(F=44, B=44) 9=70(F=35, B=35) %% j0I_IuSr .� OENS. /�N-t/cr1 34869 0RIv'�j�,�V Julius Lee PE No.34869 MiTek USA Inc. R. Dart 6634 6904 Parke East Blvd. Tampa R.33610 Date: April 25,2019 ®WARNING -Verify design paramelem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 10,03NOIS BEFORE USE. Dealgnvalk! Sruse only wM MnekecOMMom. "is design IS based arty open pearmatBR shmem, and le for an Imaysual binIMS, C,mponem, rot a truss system Before use." building designer must venythe aprUWongy of cease piramelers and pmpery h0donrme Ws deep into We maned bulWingdesign. Bratlnpinticated lstopmvent WrF6ngMNd'Mdual imssweb anNar GtaN member only.Motional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse earthpossible personal lnjuryand property damage. Forgenemlguldanwre,aniywe fabrication. Storage. delivery, erection and braomg of WSW$ and truss "ems. we ANSgrPN Quality Comde, DSB49 and BCS1 Building Component serobinrormwon aymlabW ham TNse Plate InMOU0.216 N. Lee 6WN, suae 312, Alexandda, VA22314. 6904 Parke East BIM. Tampa, R. 36610 Job russ Truss Type Qty Ply J37732-Hometech Contractors-1553 Model T76879980 J37732 HJS Diagonal Hip Girder 2 1 Job Reference (optimal) East Coast Truss, Ft. Pierce, FL U946 8.240 s Dec 5 2015 Mirelc Indini7aw, Inc. I nu Apr zo uo:41:1z zmB rage 1 I0:Azwe9kQ9y8_eM30temXulzCHTo=QQAMONIbgKrMlzmSBXKucjyhOCOVVYGJ VzvJ9zNGa d-10.10 3b10 7-0-2 _ ' 1-10.10 3A-10 3.3.8 ' LOADING (par) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Lid TCLL 20.0 Plate Gdp DOL 1.25 TC 0.74 Verl(LL) 0,21 4.7 >398 240 TCDL 15.0 Lumber DOL 1.25 SC 0.47 Vert(CT) -0.21 4-7 >400 180 BCLL 0D ' Rep Stress Ina NO WB 0.00 HOM(CT) 0.00 2 n/a rust BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4SPNo.2 BOTCHORD REACTIONS. (Ib/size) 3=190/Mechanica1, 2=344/0.10.7, 4=77/Mechaniml Max Horz 2=144(LC 8) Max Uplift 3=116(LC 8). 2=337(LC 8), 4=-88(LC 8) Max Grav 3=198(LC 28), 2=393(LC 28), 4=116(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:17.3 PLATES GRIP MT20 2441190 Weight: 25 lb FT=O% Stmctuml wood sheathing directly applied or S-M oc puffins. Rigid ceiling directly applied or 1 D-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vu11=170mph (3-second gust) Vasd=132mph; TCD1_=5.0psf BCDL=3.Opsf; h=15ft; B=64ft; L=2911; eave=oft; Cat. 11; Exp B; Encl., GCpl=0.18: MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at jDmt(s) 4 except 01=1b) 3-116,2=337. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 106 Ito up at 14-15. 68 Ito down and 1061b up at 14-15, and 99 lb dawn and 57111 up at 4-2-15, and 99 lb down and 57 Ib up at 4-2-15 on top chord, and 72 lb down and 531to up at 1-4-15, 72 Ib down and 531b up at 1-4-15, and 68 Ito down at 4.2-15, and 68 Ib dove at 4.2-15 on bottom chard. The design/selection of such connection devices) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Inaease=1.25, Plate Increase=1.25 Uniform Loads (pi Vert 1-3=70, 4.5=20 Concentrated Loads (Ib) Vert: 8=88(F=44, 13=44) 10=70(F=35, B=35) 11=-8(F=4, 8=4) 1$ .. 34869 06 .-.00 QIVA1�"% Julius Lee PE No.34869 MITek USA, Inc. FL Ceft 6634 69D4 Parke East Blvd. Temps FL 33610 Date: April 25,2019 ®WARNING- Verify Cesignparametels antl READ NOTES ON THISAND INCLUDED MITEK REFERENCE PAGE MIL7473 rev. 10,03aO15 BEFORE USE *� Design valid for use onlywM MRele aonnevors. This design is based ony upon pmamvem abdwn, and IS loran indiNdual taxse g component, not a Was system. Before use, Die bugding designer mustvedy the applicability ofdesign parameters and properly mcaryarate this design MNa overall buedingdesgn. Braclag indicated is la of Ndmdual buss web arear Mad members any. FWdiGonallempomryandpmmaneebavng +•qa.�• MiTek• prawMbuGgng is always requited for stabi ryand to prewat collapse wah possible personal injuryand pmpeny damage. Forgenenl guidance regaNug eie fabrication, storage. delivery. erection and braver, ofmlsses am "as systems, we ANSI?P1l Duality Cured., DSB89 and BCSI Building Component Base Parke East BNd. Sareylnrormagon avatiableftom Tmss Plata InWN e,218N.LeeS aSude312.R.ndru,VA22314. Tampa, FL M10 Job rvsa Truss Type Oy Ply J37732-Homelech Contractors-1553 Model T76879981 J37732 2HJ7 Diagonal Hip Girder 4 1 Jab Reference o florist East Coast Truss, Ft. Pierce, FL 34946 8.240 a Dec 6 2018 MITek Industries, Inc. Thu Apr 25 05:41:13 2019 Scale=y1:22.3 Id . 5-1-9 44i-7 LOADING (part SPACING. 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.05 7-10 -999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.34 Hoiz(CT) 0.01 5 n/a Na BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 42 lb FT-0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied orb-0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=166/Mechanlml, 2=501/0-10-7, 5=355/Mechanical Max Horz 2=184(LC 24) Max Uplift 4=-86(LC 8), 2=-282(LC 8), 5=-97(LC 8) Max Grav 4=166(LC 1), 2=557(LC 28). 5=375(LC 28) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 Ub) or less except when shown. TOP CHORD 2-3=9021195 BOTCHORD 2-7=2841797, 6-7=284797 WEBS 3-7=0/261, 3.6=8661308 NOTES. 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsh BCDL=3.OpsY h=15ft; B=64ft; L=29ft; eave=411; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. ' ♦�"\4111 r 1118" 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 ♦♦% % S LF will 6t between the bottom chord and any other members. ♦♦ p E N S ••, ��� 5) Refer to girders) for truss to truss connections. ♦♦♦ .•' �' F •', �{ 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift atjoint(s) 4, 5 except (jt=lb) % z=zaz. : 34869 •� 7) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 68 Ib down and 106 ID up at * 1-4-15, 681b down and 106 Is up at 1-4-15. 991b down and 57 Ib up at 4-2-15, 99 Its down and 571b up at 4.2-15, and 14816 down and 107 Be up at 7-0-14, and 148 lb down and 1071b up at 7-0-14 on top chord, and 30 Is down and 53 Is up at 1-4-15, 30 I6 down f and 53 Ib up at 1-4-15, 26111 down at 4-2-15, 26 He down at 4-2-15, and 471b down at 7-0-14, and 471b down at 7-G-14 on bottom chord. The design/selection of such Connection device(s) Is the responsibility of others. 53 •, �/ 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 0n LOAD CASE(S) Standard �jl •• • 0 i31O• �?\♦♦♦ t �'iip11811 i) Roof Lumber Increase=1.25, Plate Incease=1.25 ' UniformLo Loads (pit) 1 �♦♦♦♦ Vert: 1-4=70, 5-8=20 Concentrated Loads (lb) Julius Lee PE No.34869 Vert: 11=88(F=44, B=44) 13=-91(F=-4% 8=46) 14=70(F=35, 8=35) 15=8(F=-4, B=4) 16=65(F=32, B=32) Mink USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 ®WARNING- w 1d1deslgnparame(ens asd RE4D NOTES ON MIS AND INCLUDED AVTEx REFERENCE PAGE 11111-7473 r v. 1043R015 BEFORE USE. Design walk for use onywM wrests Connectors. This eagles is based any uponparamders Hewn, and is or an IMINdual building rampanant, nd a buff system. Before use, tie bulling designer mug wdfy the eppgcabisy of deep parameters and properly lncomomte the design into the owrall buildingdeggn. Brxkglndicale0 is to prevent buGgng of kdMdualtmuweb andMr Nab member ony. AddalonallernMearyandpermaneMbraGng MiTek' laatxaysrequiredNrgabildyandtop.Mwllapse.khpossidepemomlirymyandpmperydamage. Forgeneralgukarceregardingthe rabdostlon,storage. degvey, emotion and bracing oftneses and truss systems. see ANSWAI Dually Criteda, DSB49 and SCSI Sugging Component 690J Parks East BIM. Safelyfnfismados awilabkfrom Truss Plata InS Oe,218N.Lee Mmet,Sude312.AlexandM.VA=14. Tampa, FL agino Jab mss Truss Type pry ply J37732-Hometech Contractors4553 Model T76879982 J37732 HJ7T Diagonal Hip Girder 1 1 Jab Reference o banal test Uoasl l russ, FL Pierce, FL a4a4b Eno s Dee 6 2018 MRek Industries, Inc Thu Apr 25 05:41:13 2019 Scale =1:22.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.06 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.12 7-8 >942 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.71 Hoa(CT) 0.04 6 n/a n/a BCDL 10.0 Cade FBC20177rP12014 Matrix -MS Weight: 45 lb FT-0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc pur ins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 7-4-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. itilsize) 5=197/Mechanica1, 2=517/0-1D-7, 6=352/Mechanical Max Ho¢ 2=184(LC 24) Max Upl'm 5=-91(LC 8), 2=-296(LC 8), 6-110(LC 8) Max Grav 5=197(LC 1). 2=577(LC 28), 6=370(LC 28) FORCES. (lb) -Max. Comp.(Max.Ten.-All forces 250(I1g) or less except when shaven. TOP CHORD 2J=959/257, 3-0=1867/599 BOTCHORD 2-9=330/845, 8-9=37(Y978, 7-8=637/1693 WEBS 3-9=488/197, 3-8=356/1014, 4-8=135/482, 4.7=1726/649 NOTES. 1) Wind: ASCE 7-10; Vult=170mph (3-secend gust) Vasd=132mph; TCDL=5.Opsf BCDL=3.Opsh h=15ft; 8=64ft; L=29ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and night 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 nonconcumenl with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss Connections. 6 Provide mechanical Connection b others of truss o ea' toce ableo s e - (y ) t bearing pia p fwlth withstanding 1001b uplift at joint(s)5 except Bt-Ib) 2=296, 6=110. 7) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated toad(s) 681b down and 1D61to up at 1-4-15, 681b down and 106 lb up at 1.4-15, 91 lb down and 57 lb up at 4-2-15, 91 lb down and 57 lb up at 4-2-1 S. and 1921b dawn and 120 lb up at 7014, and 1921b dam and 1201b up at 7-0-14 on top chord, and 301to down and 531b up at 1-4-15, 301b dam and 53 Ib up at 14-15, 39 lb dam and 10 to up at 4-2-15, 39 lb dam and 10 lb up at 4-2-15, and 4 It, do" at 7014, and 41b down at 7014 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increas nal.25, Plate Increase=1.25 Uniform Loads (ph) Vert: 1-5=70, 9-10=20, 8-9=20, 6-8=20 Concentrated Loads (lb) Vert: 13=88(F=44, B=44) 15=188(F=-94, B=-94) 16=70(F=35, B=35) 17=21(F=10, B=-10) G i 34869 A. Julius Lee PE ND.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa Fl. 33610 Date: April 25,2019 WARNING -Verify design pafamelen and READ NOTES ON THIS AND INCLUDED M?ER REFERENCE PAGE 14147473 rev. 10i034015 BEFORE USE. Design va1N Serves note wnM1 MTek® wmreptors. this design Is based any upon paremeters shorn, and Is loran Individual buldiog mmpment. not a truss system. Before use, Me building designer must Verify Me applwbilny of deal, Parameters and property Inopoure this design We Me overdil buildiingdesign. Bracing Ingested is to prownt buckling of Ndi4dual truss web andlm NON members.". ACdNonaltamporoyandparommenbracing MiTek- Is always required for stabiliy and to prawn isolated with possible personal man and property damage. For general guidance regrading me Iebdwton,nomge.deTnary,ereO nmdbndngofiruswsaMVuss4Mems.see ANSUTPIf Quality Comrla, DSB49 end DCS1 Building Component 6904 PaMa East Blvd. Sahlyinfamraao s available Srom Truss Plate tn1 Oa, 218 N. Lea Meet, 6 fte312, Ne=dda, VA 22314. Tampa, FL 36610 V Symbols PLATE LOCATION AND ORIENTATION 3/4� " 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. 0 1e1fi r I For x 2 orientation, locate plates 0- 'lie' 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 y� J Indicated the symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIITP11: 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 I dimensionsshown alixteenths (Drawings not too sccalee) JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSIrrPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved mieeK MiTek Engineering Reference Sheet: MII-7473 rev. 10/0312015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced misses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all ogler 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 ANSIrl?1 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIrrP1 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, of 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 chords require lateral bracing at 10 g, spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. IS. Use of green or treated lumber may pose unacceptable environmental, health or performance dsks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteria.