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HomeMy WebLinkAboutTRUSS PAPERWIORKRECEIVED JUN 0 6 2019 ST. Lucie County, Permitting MITek RE: J37731 MITek USA, Inc. J37731-Hometech Contractors-1553 Model 6904 Parke East Blvd. Tampa, FL 336104115 Site Information: Customer: Hometech Contractors Project Name: J37731 Lot/Block: Model: FILE C®py Address: 5302 Hickory Dr. Subdivision: City: Ft. Pierce State: FL 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 61 G15-31.003, 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 412512019 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 a04 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 v12 4/25/2019 10 T16879949 a10 4/25/2019 31 T16879970 zcjl 4/2512019 11 T16879950 all 4/25/2019 32 T16879971 zcj3 4/25/2019 12 T16879951 a12 4/25/2019 33 T16879972 zcj3t 4/2512019 13 T16879952 al3g 4/25/2019 34 T16879973 zr45 4/25/2019 14 T16879953 b01 4/25/2019 35 T16879974 zcj5t 4/25/2019 15 T16879964 b02g 4/25/2019 36 T16879975 zej3 4/25/2019 16 T16879955 b03 4/25/2019 37 T16879976 zej5 4/25/2019 17 T16879956 b04g 4/25/2019 38 T16879977 zej7 4/25/2019 18 T16879957 col 4/26/2019 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 ,``�prrrr�q���i MiTekUSA, Inc under my direct supervisionbased on the parametersby East oast Truss. �V E rytF� `-%% Truss Design Engineers Name:Lee, 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 cedificafion ,^ that the engineer named is licensed in the jurisdiction(s) identified and that the ' �✓ designs comply with ANSI/rPI 1. These designs are based upon parameters TE OF shown (e.g., loads, supports, dimensions, shapes and design codes), which were �� given to MiTek. Any project specific information included is for Mi rek 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 parametersor the forBefore b�I�t7IV iand ' „`,1�•.., si n parametersparticular ap applicability of properly designs ty PP tY9 P P Pe Y 9 into the overall building design per ANSVlPI 1, Chapter 2. 'JuOus'I'sepE No34869 2019 1 of2 .y i I RE: J37731 - J37731-Hometech Contractors-1553 Model Site Information: Project Customer: Hometech Contractors Project Name: J37731 Lot/Block: Subdivision: Address: 5302 Hickory Dr. City, County: Ft. Pierce State: FL No. Seal# Truss Name Date 43 T16879982 zhj7t 4/2512019 2 of 2 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Job w Truss Truss Type ply Ply J37731-Hometech Contractors-1553 Model T16879940 J37731 A01 Scissor 4 1 Job Reference (optional) Y East Coast TRUSS, Ft. Pierce, FL 34946 8.240a Dec 62018 MTek Industries. Inc. Thu Apr 25 05:40:37 2019 Scale=1:50.5 4x8 = 3x8 i 3.6 II Plate Offsets(X,Y)- (1:D-2-9.0-1-81 LOADING (psp SPACING- 2-0-0 CSt. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.22 9A0 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.51 9-10 >629 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.73 HOM(CT) 0.32 7 n/a n/a BCDL 10.0 Code FBC2017rFP12014 Matrix -AS Weight: 1331b FT=0% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'ExcepP 5.7: 2x6 SP No.2 WEDGE Left 2x4 SP No.3 REACTIONS. (Ib/size) 1=1198/0-7-10, 7=1324/0-6.14 Mac Hom 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 ceiling directly applied. FORCES. (lb) -Max. Comp_/Max. Ten. -All forms 250(I1s) 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) Wild: ASCE 7-10; Vuft=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; MWFRS (direc8onal); 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 truss has been designed for a 10.0 psf 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 3.6-0tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 1, 7 considers parallel to grain value using ANSI7FPI 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 Qt=lb) 1=332, 7=424. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1 /T gypsum sheetnock be applied directly to the bottom chord. ����V1.1US1�F V�CENgF.a e No 34869 /71 Julius Lee Lee PE No.34869 MITek USA Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: April 25,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MREx REFERENCE PAGE MI4747J re¢ 10MM015 BEFORE USE. Design valid foruseenywah MiTeMom edema. Thu design la based any open parammere Shawn, and Is farad I1MINduel bfflim, Con anenL not a Cosssystem.Befoasuse,thebeldNgdesignermustvedy Neeppgce byofdesignpeasmMenendpmpedyNCoryoram Nisdesignetomeowase buildingdeslgn. adding indicated is to passing buckling of hdiveual Wes web Minor 000 members any. Additidnaltemporeryandpermenerdbredng MiTek- Isalwaysrequired for slabildy and to pmwM Collapse with possible personal lrgay and Import damage. ForgerampuWencaregarlilglhe febdwgon, slomge, delvery, easQlon and bredr, O tri and truss systems. see ANSM11 evagry Doled., DS849 end SCSI Belding eommemnt 6904 Parke East BM. SareylnrormW4n available hem Truss Nato InsNme. 21a N. Lae Stretl, Suge 312, Mexendda, VA 22314. Tampa, FL MID Job cuss Truss Type Qty Ply J37731-Hametech Contractors-1553 Model T16879941 J37731 02 Scissor 1 1 Job Reference (optional) . East Coast Truss, Ft. Pierce, FL 34946 44 = 6.240 s Dec 6 2018 MTek Industries, Inc. Thu Apr 25 05:40:37 2U1 3x8 i 3x6 II 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 Ina YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except' 6-8: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=1299/0-7-10, 8=1321/0-6-14 Max Horz 2=264(LC 7) Max Uplift 2=408(LC 8), 8=-422(LC 8) Scale=1:51.4 CSI. DEFL. in floc) VdeO Ud PLATES GRIP TC 0.85 Vert(LL) -0.2210-11 >999 240 MT20 244/190 BC 0.93 Vert(CT) -0.51 10-11 >623 180 WB 0.72 Horz(CT) 0.32 8 n/a n/a Matnx-AS Weight: 136 lb FT=0% BRACING- ' TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shaven. TOP CHORD 2-3=-3692/917, 3-4=-2614/606, 4-5=21601529, 5-6=2433/612, 6-8=-1302/437 BOTCHORD 2-11=702/3355,10-11=-703/3364, 9-10=391/2160 WEBS 3-10=-1038/428, 4-10=308/1634, 5-10=376/198, 5-9=260/123, 6-9=-369/1899 NOTES- 1) Unbalanced mot live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vu8=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3DpsC h=15ft; 3=6411; L=291t; eave=411; Cat. II; Exit B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and Fight exposed; end vertical left and right exposed, Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSIrrPI 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 1001b uplift atjoint(s) except 1j1=1b) 2=408,8=422. 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. �V1.lu S' /FF 4.1 �3�(486/9a/1 Julius Lee PE No.34869 MRek USA Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: April 25,2019 &WARNING -Verily tlesign parameters and READNOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE 141-7413rev. 10MMOISSEFORE USE. *, Design valid foruse.et, nM9eossennect4re. TNs design Is based only upon parameters shoem, and Is for an IMh4Eual building component, not ��• a teas system. Before use, the funding designer must vedythe applieaN14 of design parameters and propedyincoMorate We design into the overall buildingdesign. BmcingindicoledistopmwntbuGingolindiAdual WsawebwWorohoNmembmrs ,. Addaionaltemporaryandpernmembractng MiTeK 6 see, reauired for stability and W prownt coeapse with possible personal iniiry and property damage. ForgenerGIVidancoregancingthe fabdcmion,storage,delivery eremlon and leading clbusses and truss systems. we ANSI?Plf Qua9ly CrUnda, DSBa9 and SCSI Building Component 6904Parke East BNd. Seferyinf4rmadon available fmm Tmss Plate InddOe.218 N. Lee VMCI, SUae 312, Alexandria, VA22314. Tampa, FL 36610 Job mss Truss Type Oty, Ply J37731-Hometech Contractom-1553 Model T16879942 J37731 03 Roof Special 4 1 Job Reference (optional) ` East GOaSt Truss, FL Pierce, FL: !Islb 3xB n 24U s Use 6 zula Nn I ea InOUSing s, nlc. I nu Apr La V0AU:Ja 61m rage l Scale=1:49.6 LOADING (pit) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Gnp DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/TP12014 CSI. TC 0.67 BC 0.87 N/B 0.77 Matra -AS DEFL. Vert(LL) Verl f) H..(( T) in (too) I/deb L/d 0.17 70.17 >999 240 -0.3810-11 >743 180 0.17 5 n/a n/a PLATES GRIP MT20 244/790 Weight: 116 lb FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 9-3-0 oc bracing: 5-6 REACTIONS. (lb/sae) 1=1066/0.7-10, 5=1077/0-7-10 Max Hom 1=-174(LC 6) Max Uplift 1=.288(LC 8), 5=299(LC 8) FORCES. (lb) - Max. Comp.Lli Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3217/929, 2-3=-2D46/592, 3-4=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; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3Dpsf; 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 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent 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) Bearing at joint(s)1 Considers parallel to grain value using ANSIfTPI 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 1001to uplift at joints) except (#--lb) 1=288, 5=299. 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. �Vfill, 4.." `we ; v� G E N g�. 34869 Julius Lee PE No.34869 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 WARNING -Verify design peramelers andREAD NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE MU-7473 rev. IMP2015 BEFORE USE. Design valid for use odtr Mili connectors. This design is based only upon parameters shown, and is for an individual tuldiig Component, nd seenew Nat a buaa system Before use, Me building designer must vent' rho applrablay of design paametem and property incorporate Nis design into the ovemll buildingdesign. Bracing iMlcated is to preientImaging ofindMdualtmas web andlor chord members ony.AdddionaltempomryandpermmeMtxachg MiTek' Is always required for sibir y and to prevent wlapse with possible personal injury and properly damage. For general poems regarding Me fabdwlon, storoge,delVery,minivan and trading atrusees and was systems,see ANSI?PH Dowdy Criteria, 15B 9 and SCSI Building Component 69M Parke East Bind. Satefylnfnrmatinn availableeom Truss Plate I.Ml ,218N.LeeS O,S.R.312,N.ndM,VAV314. Tampa, FL MO Job Truss Truss Type pry ply J37731-Hometech Contractors-1553 Model T16879943 J37731 04 Roaf Special 1 i Jab Reference (optional) Fast Coast Truss, Ft. Pierce, FL 34946 3x8 0 8.240 s Dec 6 2018 MITek Industries, Inc. Thu Apr 25 05:40:39 2019 4xe = a.w PG t0 0 - 2x4 II sxs = 75-14 136-0 204E 21-04) 244-15 2940 7-5-14 I 6-0.2 6106 �I 3-0-9 1 47-1 Scale -1:52.2 3x4 = Plate Offsets KY)— I1:0-0.10,Edae1, 18:0-2-8.0-1-121 111:0-5-4,03-41 LOADING (ps0 SPACING- 2-0-0 CSI. DEFL. in (too) Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.26 12-13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.6311-12 -549 180 BCLL 0.0 Rep Stress Ina YES WB 0.86 Hom(CT) 0.37 6 file Na BCDL 10.0 Code FBC201717P12014 Matrix -AS Weight: 1421b FT=0 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOTCHORD 2x4 SP N0.2'Excepl' BOTCHORD 1-12: 2x4 SP No.1, 4-9: 2x4 SP No.3 WEBS 2x4 SP No.3 WEBS REACTIONS. (Ib/size) 1=1309/0.7-1D,6=1422/0-7-10 Max Harz 1=-228(LC 6) Max Uplift 1=-358(1_C 8), 6=433(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=4151/1051, 23=3107/731, 3d=2573/625, 4-5=3265/840, 5-6=-2508/657 BOTCHORD 1-13=832/3725, 12-13=831/3737, 11-12=644/3094, 6-8=-081/2185 WEBS 2-12=1017/435, 3.12=392/2003, 4-12=9021344, 5-11=112/751, 5-8=-836/208, 8-11=45512263 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 10.0-0 oc bracing: 9-11 1 Row at midpt 4-12 NOTES- 1) Unbalanced mm live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf, BCDL=3.0ps/; h=15ft; B=64ft; L=29ft; eave=oft; Cat. 11; 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 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.Ops1 on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s)1 considers parallel to grain value using ANSIfTPI 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 1001b uplift atjoint(s) except Qt=lb) 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 1/2' gypsum sheetrock be applied directly to the bottom chord. .......... E N SFFNo 34869 tc O R 1 Julius Lee PE No.34869 MITek US& Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 ®WARNING. Venlytle h,,,Namelers antl READ NOTES ON TIES ANDINCLUDEDM?£KREFERENCE PAGE NM7473 re¢ I&ON2015 BEFORE USE. Design valid for use only wish Mrekpe forelegs. This design is based ony upon parameters sincere, and Is far an nowlual balding cumponen4 not a Wsssystem.Beforeuse,thebuildingdesignermuelvedfyftappiia rifyofdesignpammetersandproperlyinwMarzeNisdesign Intotheowml � bulldNgdeslgn. Brecing indicated is to prevent ladding of 104dual less web and/or chnd members ony. AddNonallimporaryaMpemianeNbracing MiTeK Is allays required for atabiey and to prevsm collapse with pos9ble persaml Injury and pcpeey damage. Forgenemlguldancen,gardvgthe fabrication, nonage, delvey, erection and bracing offenses and truss systems, see ANSgrPlf Dually Cnada, DS849 and BCS1 Building Comnamusr 69W Parke East BNd. Sareymformauon available from Truss Plata Insnute, 218 N Lea Glma, Su1a312.AIexandrla, VAMK Tampa, FL 36B10 Job Truss Type pty Ply J37731-Hometech Contractors-1553 Model T168]9944 J37731 05 OS Roof Special 3 1 Job Reference [optional_ East Coast Truss, Ft. Pierce, FL M946 us i LOADING (psp 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 FBC20177rP12014 LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2,4 SP No.2'Except* 5.10: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 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) 4x4 = Dec 62018 MTek Industries, Inc. Thu Apr 25 05:40:40 2019 2x4 II 4xe = 3x4 II Scale= 1:51A 1d, CSI. DEFL. in (too) Udell Ud PLATES GRIP TC 0.88 Vett(LL) -0.2213-14 >999 240 MT20 244/190 BC 0.95 VerhCT) -0.52 13-14 >618 180 WB 0.72 Hoa(CT) 0.31 8 n/a n/a Matrix -AS Weight: 150 lb FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 10-12 FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3768/973, 3-4=2682/664, 4-5=2124/579, 54i=-2467/659, 6-7=1681/470, 7-8=1159/341 BOT CHORD 2-14=-810/3389, 13-14=812(3397, 12-13= 4042217 WEBS 3-13=1043/427, 4-13=386/1740, 5-13=390/144, 9-12=349/1579, 6-12=88/802, 6-9=992/275, 7-9=289/1296 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=S.Opsf, BCDL=3.Opsf; h=15fl; 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) This truss has been designed for a 10.0 par bottom chord live load nonconcurent with any other live loads. 5) -This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6.0 tall by 241-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing atjoint(s) 2 Considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 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 1/2" gypsum sheetrock be applied directly to the bottom chord. ,4%1UUStF i No 34869 ..Z.0 R IV.-" S/0NA��a.�`. '11111111111\\0` Julius Lee PE No.34669 MDek USA, Inc. FI. Carl 6634 6904 Padre Fast Blvd. Tampa FL 33610 Date: April 25,2019 ®WARNING.Verifyde ignparamemrsand READNOTES ON THIS AND INCLUDED MITEKREFERENCE PAGEMII-7473rev. 1010=015BEFOREUSE. Design void for use only with Wave camecto s. This Lesko is based only upon parameters shown, and Is for an Individual building wmponeM, not�1 SHps1E atmsssystem Before use. the building designer must verily the applirabirty of design parameters and propedy lnCorporsle this design Into the overall buildmgdesign. Bracing indicated is to bucking of incMdual truss web andlor chord members only.Addelunaltemporaryandpermanertbracing prevent is always required for stabirm/ and to prevent Collapse with possible perunal injury and propeM damage. For general guidance regardilk me IYtiTeW fabdcst...storage. dor,ml,emdion and Gradng ofbosus ant Wss systems, see ANSBlPll Duelfly cooled., DS"9 and BCSf A -Hong Component 6904 Parke East BNE. Se oo,hil.rmaUon avagable hom Truss Plate IndLNe, 219 N. Lee Simel, Suee 312, Plaxandda, VA22014. Tampa, FL 36610 k r Y Truss Truss Type City Ply J37731-Hometech Contractors-1553 Model ' T76879945 A06 F Hip 1 1 Job Reference loptional East Coast Truss, Ft. Pierce, FL 34946 a' 8.240 s Dec 6 2018 Mfek MdwU ,S. Inc. I nu Apr 2b Ub:AO:AU 2u19 Scale=1:52.0 4x8 = 4x4 = 4 19 2D 5 3x4 = 1x4 II 3x4 = Exa = 1x4 II 3x4 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FSC20177rP12014 CS'. TC 0.48 BC 0.63 WB 0.74 Matriz-AS DEFL. in (loc) Udeft L/d Vert(LL) -0.09 11 >999 240 Vert(CT)-0.2.211-12 >999 180 HOM(CT) 0.09 7 We ma PLATES GRIP MT20 244/190 Weight: 15416 FT=0% LUMBER. BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied. BOTCHORD 2x4 ED N1.2 BOTCHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=1403M-7-10, 2=1403/0�7-10 Max Horz 2=212(LC 7) Max Uplift 7=-036(LC 8), 2=436(LC 8) FORCES. (Ib)-Max. Comp./Max.Ten.-All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-2389/654, 3-0=17101537, 4-5=1439/528, 5-6=1721/540, 6-7=2388/654 BOTCHORD 2-12=459/2063, 11-12=-459/2063, 10-11=-217/1439, 9.10=-459/2062, 7-9=459/2062 WEBS 3-12=0/287, 3-11=755/277, 4-11=103/439. 5-10=105/438, 6-10=7471276, 6.9=0/282 ' 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.Opsf; h=1511; 8=64ft; L=29ft; eave=4ft; Cat. II; Exp B; Encl.. GCpi=D.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 drainage to 3) Provide adequate prevent water ponding. 4) Plates checked for 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. ``���;��\U$, -This by 2-0-0 G E N $.'•. 6) truss has been designed for a live load of 20.Opsf on me bottom chord in all areas where a rectangle 3.6-0 tall wide'� �' •'• �i Will fit between the bottom chord and any other members. �` 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100lb uplift atjoint(s) except (jt=lb) NO 34869 7=436,2=436. 8) This truss design requires that a minimum of 7/1W structural wood sheathing be applied directly to the top chord and 1/2" gypsum Z• sheetrock be applied directly to the bottom chord. Julius Lee PE No.34869 MITek USA. Inc. R. Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/0342015 BEFORE USE. Design valid for use only wdh MTek® connectors. This design is based Dory upon parameters shorn, and is for an IndirMual building compared, not a truss sydem.Below, use, Me building designer mud very On appradilty of design parameters and properly inoorymate Nis design do the owmll bwldblg design. Branding indicted is to bucking ofUdiNdual truss web Water Chem members any. Additional temporary and pemmnem bracing MiTek• prevent Is drays required for Notably and to vevnot Collapse will possible Forward injury and pmpedy damage. For general gukmrce regammg Pe fabrication, anemia. delivery. emoma and among, ofbusms and truss Systems. we ANSIRPH caddy Coed., DS6419 and SCSI Building Component 6904 Pake East BIM. Sef.Wta.rmrtlon avagable Sam Truss PIMe Ind9ula, 218 N. Lee Sree, Sude312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type pty ply J37731-Hometech Contractors-1553 Model T16879946 J37731 A07 Hip t 1 Job Reference (optional) East Goast Truss, Ft. Pierce, FL MU45 8.240 s Dec 6 2018 MiTek Industries, Ina Thu Apr 25 05.40:41 2019 6R:18 44 = 4 20 21 5 Scat.=1:52.0 3x4 = 1x4 II 3x4 = Sad = 3x8 = 1.4 II 3x4 S9-0 11A0 130.0 232-12 L=-- Sod Sp-1] ].M1n Sp.1p S1n Plate Offsets (X Y)- t4:0-5-40-2-01 LOADING (psp SPACING- 2-041 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Ven(LL) -0.09 10.12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.2410-12 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.41 HOrz(CT) 0.09 7 lima n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Might: 14816 FT=0% LUMBER. TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. (lh/size) 7=1403/0-7-10, 2=1403/0.7-10 Max Horz 2=182(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. WEBS 1 Row at midpl 4-10 FORCES. (lb) -Max. CompJMax.Ten.-All forces 250(I11) 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=-076/2105 WEBS 3-12=582/215, 4-12=65/454, 5-10=65/454, 6-10=5821215 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vu8=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.OpsF h=15ft; B=64ft; L=2911; 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 3) Provide adequate drainage to prevent water policing. 4) Plates checked for a plus or minus 0 degree notation 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 2F6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanicel connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except Ut=lb) 7=436, 2=436. 8) This truss design requires that a minimum of 7116' structure[ Woad sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chard. A11111111//// ...1US C. GEN&* V34869 )R1� N A% - Julius Lee PE No.34869 Mrrek USA, Inc. FL Cam 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 ®WARNING -Wall tlesign paumarers andREAD NOTES ON THIS ANDINCLUDED MITEK REFERENCE PAGE MI47473 re, 10/02/2015 BEFORE USE. Design veil! for use onlywtb Mirk®cannecors.TNs design Is based only aponpammdem shown, and Is loran IlWivi ual balding consonant, net �*e a truss system. Before use, the building designer must veril dw eppUWbTJy ofdesign parameters and property lnoomordle this design into the overall -•��' bu6dWIldesign. Bracing mocaled is to prevent Welding of Individual truss web andfor choal members only. AddiumullemporaryandpennaneNbracing WOW Is always required for stability and to prevent commewin possible personal injury and properly damage. Forgenemlgumoveregamilgthe fabrication, Storage. delivery, eredlon and bmdng diWeses and truss assume, see ANSUTTH colony CKlado, DS949 and SCSI Building Component 6904 Palle East BNJ. Salary lnformeflon avatable Man Truss Plate Incline, 218 N. Lea Sree4 Sute 312, Rosamond, VA 2MI4. Tampa, FL 36610 Job Truss Truss Type Qty Ply 137731-Hometech Contractors-1553 Model Ti6879947 J37731 A08 Hip 1 1 Job Reference a tional East Coast Truss, bt. Pierce, hL 34948 8.240 s Dec 6 2018 MTek Industries, Inc. Thu Apr 25 05:40:42 2019 Page 1 zw ID:AeBkQgyB_eM3QtergXulzCHTo-sfcg3mW5pN3bEl7CO9eV62Mgkbh7mv2rPr JGv NGOJ -1-40 49-0 9-0-0 14.60 W 242-12 240-0 30-0-0 ' 1-0-0 ~ 49-4 i 42-12 1 SE-0 1 54i0 42-12 1 494 11-4-0 Sel =1:52.0 axis ix4 11 4x8 = 4 20 5 21 6 d' 4x4 = 3x4y= 3x8 = 3x4 — 3x4 = 4x4 =, Plate Offsets (X,Y)— 14:0.54,0-2-0I (6:0.5-4 0-2-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) gde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.15 1D-16 >999 240, MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.35 10-16 >983 100 BCLL 0.0 ' Rep Stress Ina YES WB 0.20 Hoa(CT) 0.09 8 Na n1a BCDL 10.0 Code FBC2017/TPI2014 Matra -AS Weight: 1471b FT=O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 Ste No.3 REACTIONS. (Its/size) 8=140310-7-10.2=1403/0-7-10 Max Hoa 2=153(LC 7) Max Uplift 8=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=2421/692, 3-4=2086/603, 4-5=2107/672, 5.6=2107/672, 6-7=2086/603, 7-8= 2421/692 BOT CHORD 2-13=511/2134, 12-13=348/1811, 10-12=348/1811, 8-10=51112134 WEBS 3-13=404/185, 4-13=38/427, 4-12=124/477, 5-12=426/180, 6-12=124/477, 6-10=38/427, 7-10=405/185 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuU=170mph (&second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=64ft; L=29ft; eave=4ft; 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 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcufrant with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift atjoint(s) except (t=lb) 8=436,2=436. 8) This truss design requires that a minimum of 7116" structure[ wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. \\III1111/fI CFF ��iei E N S�. i 34869we Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 ®WARNING -Verify design Paramettrs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIIJ4]) rev. 1e/eJ@015 BEFORE USE. Design wild refuse only welt MTeMconnectors. This design is based only upon parameters Me=. aid is far an selmdual buliding component, not a Muss system. Before use, and building designer must vedfyths epplinability of design parameters wed property In.,Mde this design ineiff a overall buiMNgdesign. Bracing indicated is 10 prevem bucking of indmdual Muss web Sell Mod members only. Adtlalaneumporeryandpennanenlbracmg M!Tek• Is always Mused for stability and to prevent collapse will possible personal injury and property damage. Forgenersl guidance regarding lbe fabrication, Storage. delivery. emgion and boding oftmsees and tress systems, we ANSVTPlf qualify Cords, DSB49 and BCSI Building Component 6904 Parke East BIW. Sa/elylMormanon avadabb lmm Truss Plana Institute, 218 N. Lee abeeL Suge 312, A1exantl,ia, VA 223t4. Tampa, FL 36610 Job nrs6 Truss Type pry Ply J37731-Hometech Contractors-1553 Model T16879948 J37731 09G Hip Girder 1 i Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34916 4x8M18SHS = 8.240 s Dec 6 2018 MTek Industries, Inc. Thu Apr 25 05:40:43 2019 Page 1 3x4 = 1.4 11 23 5 24 25 28 2728 6 29 30 4XSM18SHS = Scale =1:52 0 4.8 = 3x4 = AAA = 3x8M18SHS = 3x4 = 4x8 = 3x10 = Plate Offsets (X,V)- r-u-u - 12:0-0-0,0-0-41. (4:0-5-4,0-2-01. P:0-5-4,0-2-01.19:0-0-0,0-041 aaFa - o-Iu-14 - w v - - LOADING (pat) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdeff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Ven(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 Incr NO WE 0.73 HoR(CT) 0.14 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1491le 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 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-3-1 oc pudins. BOT CHORD Rigid ceiling directly applied orb-6-8 oc bracing. REACTIONS. (lb/size) 9=275110-7-10, 2=2751/0-7-10 Max Holz 2=-124(LC 23) Max Uplift 9=-896(LC 8). 2=896(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=-5420/1692, 3-4=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=1412/4790 WEBS 3.15=319/216, 4.15=87f712, 4.14=589/1910, 5-14=815/408, 6-12=793/408, 7-12=586/1906, 7-11=88A73, 8-11=319/216 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3secend gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.0psf; h=15fl; B=64ft; L=29fl; eave=4B; Cat. II; Exp B; Encl., GCpi=0.1 B; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent Water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load noncencufrent with any other live loads. 7) ' 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of v/Mstanding 100 It, uplift at joint(s) except at -lb) 9=896,2=896. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 334 Ib down and 277 Ib up at 7-0-0, 186 Ib down and 147111 up at 9-0.12, 1861b down and 1471b up at 11-0.12, 1861b down and 147 It, up at 13-0-12, 186 lb down and 147 he up at 14-6-0, 186 He down and 1471b up at 1511-4, 18616 down and 1471b up at 17-11-4, and 186 lb down and 147 Ito up at 19-11-4, and 334 Ib down and 277 Its up at 22-0.0 on top chard, and 392 Ib dawn and 124 Ib up at 7-0-0. 87Ib down at 9-0.12, 871b down at 11-0-12, 87 Ib down at 13-0-12, 87 Ib dawn at 14-6-0, 87 Ib down at 1 St t-0, 87 Ib dove at 17-11-4, and 87 Ib down at 19-11-4, and 3921b down and 1241b 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 buss are noted as front (F) or back (B). LOAD CASE(S) Standard 041111111111 .���`�J p ESIV 3�486/9� ' Julius Lee PE No.34869 Mtrek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: -CO"MURCLAnsPag &WARNING -Comfy design parameters and READ NOTES ON THISANDINCLUDEDMITER REFERENCE PAGEMI47473rev. 1NO312015 BEFORE USE. Ass Design valid furuse onywith MTek® wnnectore. This design is based onlyuponpan meters shown, and Is for an Individual beading Component net a Wss system. Beforeuse,thebullding designer must verify theappUmbility of design parameters and proper incorporate Nisdeagninto Neoce211 Nat• buildingdesign. Bracing mileated is to prevent Welding of indMdual truss web aMlor Global members only. AIdWraltemporeWandpermanealbracing MiTek- is always required for Stability and to prevam colapse with possible personal inlmy and pmper damage. For general guidance regarding Na Ptbneation, storage, dehwa y erection and bredng 0Trsdes antl Coss systems, see ANSU7Pr1 Quality Canada, DSB49 and BCSI Building Component 6904 Parka East Blvd. Sand, hollarraffeat available from Tress Plate huritute, 218 N. Lee Slreel. Sean 312, Alexandria, VA Mats. Tampa, FL M10 April 25,2019 Job ms6 Truss Type 0ty Ply J37731-Hometech Contractors-1553 Model T16879948 J37737 09G Hip Girder 1 1 Job Reference (optional) . East Coast Truss, FL Pierce, FL 34946 8.240a Dec 62018 MITek Industries, In.. Thu Apr 25 05:40:43 2019 Paget ID:AZ e9k0gy8_eM30tergXuIzCHTo-LrACH6WjahBSsvaPZs9ldmvo4751 VD7?eVRtOLZNGdl LOAD CASES) Standard )! 1)Dead +Root Live (balanced): Lumber Increaser=1.25, Plate Increase=1.25 a Uniform Loads (plf) Vert: 1-4=70, 4-7=70, 7-10=70, 1&19=20 Concentrated Loads (Ib) 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 -Verify design pafammers and READ ROME ON THIS AND INCLUDED MITEK REFERENCE PAGE MIL7473fev. 10/a3de15aEFORE USE. Design valid for use onVwM MRek® connotors. This design Is based any upon paramelers Mown, and Is for an IralMdual Wilding companeM, net HT 11' a hiss system. Berme use, the building designer must vedfytle applicability of design parameters and properly In.ryorete Nis design Men Me averdl builder design. Bracing indicated is to prevent bucker, of lndMdual Was web anNor Nord members any. Additional temporary end ,emarreat leasing ts� -IVI)1ek- 16aMaysre9u6ed ter dabiliyand to prevpent.[lapse withsable personal lnjuy and property damage. Forgenendguldmweregardirgthe fabd.gon, storege, tleevery, erection entl brerinp of WsaOaeM Wss systems. cea ANSUIP11 Quality Criteria, OSB49 end BCSI Building Component 69O, Palle East Bed. SoratylnformWon availablefrom Truss Plata InMRWe,218N.hee SIree.Su 31ZAlmundda,VA22314. Tempe M Saito Job Truss Type Oty Ply 137731-Hometech Contractors-1553 Model T16879949 10 J37731 10 Hip 7 1 Job fteferenca (optional) East Coast Truss, FL Pierce, FL 34946 8.240 s Dee 6 2018 Mrfek Industries. Inc. Thu Aar 25 05:40:44 2019 48= 4AS = Scale = 147.3 11 3x4 = 1.4 II 3x4 = Us = 4x4 = 2x4 II 13-0-0 2-2 7-02 6-22-1195RUN 211-0 Plate Offsets (X,Y)— 14:0-5-4,0-2-01.110:0-2-12.03-01 LOADING (psf) SPACING. 2-0.0 CSI. DEFL. in (loc) gde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.07 12-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.1711-12 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.75 Hom(CT) 0.06 8 n/a n/a BCDL 10.0 Cade FBC20177rP12014 Matrix -AS Weight: 1541b . FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural mod sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 8=1206/Mechanlcal, 2=1309/0-7-10 Male Ho¢ 2=232(LC 7) Max Uplift 8=333(LC 8). 2=411(LC 8) FORCES. (lb) - Max. Comp.iMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2183/600, 3-4=15011482, 4-5=1214/470, 5-6=1463/472, 6-7=1646/475, 7-8=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=671336, 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; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf BCDL=3.Opsl; h=15ft; 8=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 3) Provide adequate drainage to prevent water policing. 4) Plates checked for a plus or minus 0 degree rotation about as center. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcumenl with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girders) for truss to buss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 8=333, 2=411. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. \\Illlllry// (Ft11 t-It BENS No 34869 Julius Lee PE No.34869 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: April 25,2019 ®WARNING -Vedly designparamerers and READ NOTES ON TNISANDINOLUDEDMITEK REFERENCEPAGEWb7473 rev. 10/03Ra1S BEFORE USE. DesigavWd for use onlywMl MITek®eannectMa. TNa design is based only upon paramMem sho,sm, and is for an indMdUal loulkIng Component, not a Dusssystem. Beforeuse, the building designer mug vadfyl0e appaoabililyofdavgn parameters endproperlyinwo orete Nisdeslgn Intomeoverall buicingdesign. BMagindinedlsrnprevenibuaMgof NdMdual Wsswebe orchoNmeftemanly. Mc NaastempoodyaMpenmanerdlexcing M!Tek' Is always Wulmd forstabilby and to prevent conapss wait possible personal lnluryend propeM damage. For geneml guidance regarding the fabdwtlon,gamge,delivery,eredbn Mdbragngol WsseseMtmsssMems,me ANSI/TPII Duality Commie, DBB-09 and BCSI Building Component 6904 Parka East BW. Wetylaunnafion avaaable fiam Tmzs%ale ingaule, 210 N. Lee SlreaL Suae312, NexandM, VA 22a14. Tampa, FL 36610 Job Truss Type 0ty Ply J37731-Hometech Contractors-1553 Model J37731 Pas 11 Hip 1 1 77�68779�9 Job Reference (opfonall test coast truss, rt. deice, rL 44a40 31 8.240 s Dec 6 2015 MTIM Axe = 3x4 = 5x5 = 6 21 2g 7 8 Inc. ThuAOr25U6:4uAb2U1B Scala: IW-1' 11 3z4 5x5 ,12.0012 7Tall, 4x8 = 2xC II = LOADING (psq SPACING• 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Inns YES BCDL 10.0 Code FBC20177TPI2014 CSI. DEFL. in (foe) gtleft L/d TC 0.64 Vert(LL) -0.18 15-16 >999 240 BC 0.81 Ve If -0.48 15-16 >670 180 WB 0.89 Horz(CT) 0.20 11 true n/a Matrix -AS PLATES GRIP MT20 244/190 Weight: 165 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1309/0-7.10, 11=1206/Mechanical Max Horz 2=203(LC 7) Max Uplift 2=-411(LC 8), 11-333(LC 8) FORCES. , (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2332/618, 3-0=4657/1197, 4.5=4582/1246, 5-6=2015/595, 6-7=-1739/570, 7-8=1474/514, 8-9=1631/564, 9-10=1634/461, 10A1=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, 8-13=.92/435, 8-12=95/263, 9-12=-3441196, 10-12=302/1324 NOTES- 1) Unbalanced roof live loads have been Considered for this Cat. 2) 0.18; tileverHeft D II: BS Encl.. GCpl MPWFRS (directional):cant andrightexposed end vertical left and Tight exposed; Lumber E �/ •' ��� DOL=1.60 plate grip DOL=1.60 ,�� �G S �' F••'. 3) Provide adequate drainage to prevent water pending. �� i 4) Plates checked for a plus or minus 0 degree rotation about its center. N O 34869 5) This truss has been designed for a 10.0 psf bottom chord live load nonconwrtent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.0ps1. 7)Refer to girder(s) for truss to truss connections. •' 8) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Ut=1b) •� 2=411, 11=333. 9) This truss design esthatimamottom f 7/1 structural woad sheathing be applied directly to the top chord and 1/2" gypsum 'nrt.S . C O p 1 Q p' ���4% Thee rock be applied directly Loathe .,,,S'O N A; 11 Junius Lee PE No.34869 MTek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa R. 33610 Date: April 25,2019 &WARNING -Verily devgn parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MIF7473 rev. 1=17015 BEFORE USE. Design valid for use onywah MireaDconnettors. This design is based only upon parameters shown, and is for an Ind'Mdual building component not HT ff a truss system. Before use, dw building designer must witty Me epplh ablay of design parameters and property Incorporate Nis design We Me overall bUldingdesign. BmcmgbMicatedlslopmwMbud gof IndlWdual Wssweb M&mchordmembmomt,. Additonaltampos,andpertnaneMbraaing MiTeW Is aAvays required (or steamy and to prevent collapse with ponalble personal injmyand propeM damage. For geneml guke ne n:garding Ne faWlcagon,storage, cannery emotion and bre,ing oftrusses aM truss Systems. we ANSIIIPIt Dually Cdteda, DSB419 and Best Building Component 690I Parka East BNd. SareylnMrmat/on available tom Tmss Plate InsMMe, 21e N. Lee 9 et Sude61$ Alexandria, VA22a14. Tampa, FL SAW Job toss Truss Type Oty Ply J37731-Hometech Contractors-1553 Model T16879951 J37731 12 Hatt Hip 1 1 Job Reference (optional) b.zqu s uec o cute run ex Industries, me mu wpr zb ua:au:ao zum Scale =1:487 axe = 4x8 = 3x4 = 1x4 II 04 = 5 20 21 6 7 22 8 9 r¢ 54 �.12.00 12 5x5 3x8 = 2x4 3x4 = LOADING (pat) SPACING. 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress her YES BCDL 10.0 Code FBC2017rTP12014 CSI. TC 0.63 BC 0.74 WB 0.93 Matra -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vde8 L/d -0.17 14-15 >999 240 -0.40 14-15 -804 180 0.20 10 nm Tie PLATES GRIP MT20 244/190 M18SHS 2441190 Weight: 15611, FT=0 LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'ExcepV BOT CHORD Rigid ceiling directly applied. 13-15:2x4 SP No.1 WEBS 1Row at mldpt 4-14 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 10=1206/Mechanical, 2=1309/0-7-10 Max Horz 2=250(LC 7) Max Uplift 10=-336(LC 8). 2=409(LC 8) FORCES. (Ib)-Max. CompJMax. Ten. -Aft forces 250(Ib) or less except when shown. TOP CHORD 2-3=2320/604, 3-4=-0697/1271, 4.5=2375/663, &63 2252/6B4, 6-8=1301/438, 8-9=13011438, 9.10=-1146/353 BOT CHORD 2-16=561/2020, 15-16=-6B4/2511, 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=6381185, 8-11--454/212, 9-11=4.41/1590 ItI1111111110'r, ConsiderNOTES- 1) Unbalanced met live loads have been for ,`, F �� CF�j 2) Wind: ASCE 7 10; Vud=170mph (3-secondVasd=132mph; TCDL=S.Opsh, BCDL=3.Ops1; h=158; B=64X; L=29B; eave=48; Cat. 0Jy`USI '�C E N �I� II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber �J : g'• V F•'•. 0, DOL=1.60 plate gnp 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 par bottom chord live load nonconcumenl with any other live loads. • This a ' 7) 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. 8) Refer to girder(s) for truss to truss Connections. 9) Provide mechanical connection (by others) of buss to hearing plate Capable of withstanding 100 It,uplift atjoint(s) except Ut=lb) �� ( Q p:' , �% R % 10=336,2=409. .O 10) requiresthata sW ctuml wood sheathing he applied directly to the top chord and 1/2" gypsum N A� e�``% stleelrock be eThistruss ppl ed directly to the bottom chord. �S/O 11/111111111 Julius Lee PE No.34869 ' MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 Il WARNING -Venry design parameters and READ NOTES ON THIS AND INCLUDED MTEx REFERENCE PAGE 111IF7479 rev. fe/ MO15BEFORE USE. Design wad foruse onywilb MTeMossuremam. THIS design Is based any upon parameters shown, and Is for an MusAdual budding mmponen4 not a Waa eynem. Before use, the Mixing designer must wdytne applicabil ty of deign parameters and napery 4u orponde this design into the overall caldin9dwign. Bracing indicated is to prevent IAWIsg of NdMdual Voss web andiar cinord members any. AMMIonallemporaryandpmmanembracag MiTek' emotn rung arel Ne Iaattwdon, gNaga. swereswyand propedydamaga. 16tab, depvery,emdlonand olausses an missTFAI Quality rfin,D Bregarding andta fob.fY MA.Streeteme,see ANSVA=14.11ry CMede, DSB-0aend BCSl Building Component 6904 ke bd rrautie, SMeylnformmlan awilable from Tmaa Plate Insttlule, 21e N. Lee SIreN, svae 912, Alazendda, VA 22314. MOO 3661BIW. Tampa, FL 3G610 Tampa, Job . rues Truss Type Gty Ply J37731-Hometech Contractors-1553Model T16679952 J37731 A13G HALF HIP GIRDER 1 Job Reference (optional) can[Goaw lnlss, rL r,e., rLS. Sx5 i12.00 12 48 1.4 11 5x5 = 5 21 22 23 246 7 7x6 6.240s Dec 62018MHek Industries, Inc. ThuApr2505:40:472019 Page eM30tergXulzCHTo-Dc016TaDewhtLWuAoiEgpc3TlcNfRzCaZ7P4x zNGdE _ 20.&13 2]-0.0 F23 12.3 � Scale=1A8.7 3x4 = 3x4 = ax8 25 8 26 9 27 28 10 RI 1$ ' 2--]-10 It-0.01 4-46 a-]7110 IN- 11-0.0I 2g.¢33 0.2� Plate Offsets (X,Y)- f5:0-5-4,0-2-0), [12:0.3-8,0-1-81, [13:G-1.1l,Edge1 (14:0-3-00.3-01 [17:0-1-8 0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) VdeB L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 VerUU.) 0.25 14-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 0.90 Vert(CT) -0.51 14-15 -627 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Ina NO WB 0.97 Hom(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 5-8: 2x4 SP 27COF 2.2E BOT CHORD 2x4 SP No.2 *Except' BOT CHORD 14-16: 2x4 SP No.1 WEBS 2x4 SP No.3*Except* 7-14: 2x4 SP No.2 REACTIONS. (lb/size) 11=2583/Mechanical, 2=2476/0-7-10 Max Harz 2=198(LC 24) Max Uplift 11=-821(LC 8). 2=861(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-0805/1569, 3-0=9847/3266, 4-5=6403/2157, 5-6=7282/2473, 6-7=7242/2454, 7-9=5181/1775,9-10=3708/1246, 10-11=-2464/845 BOT CHORD 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 incline, except end verticals. Rigid ceiling directly applied or 8-0-8 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"AW) nails as follows: Top chords connected as follows: 20 -1 row at 0.7-0 oc. Bottom chords connected as follows: 2x4 -1 row at D-9-0 oc. Webs annealed as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except 8 noted as front (F) or back (8) 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; Vu11=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf, BCDL=3.0psf; 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 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 pat bottom chord live load noncencunent with any other live loads. 9) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) 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 Ut=lb) 11=821, 2=861. &WARNING. Venfy designparametem antl READ NOTES ON THISANDINCLDDEDMITEK REFERENCEPAGE MII-T4T3 rev. 10M12015BEFORE USE. Design valid far use onywlth MReWconnectars. Tbls design is based onlyumminnamelers shown, and is for an IndiWdual WJtling mmponeK not a Wssaystem. Berne use.the txading designer.W0 adNNe appVadarMofdesicn parameters andomoeMInmmande NB demon bootheowema aexanaaa, ,I%1% V 111111111111 C. GEMS. �. 34869 ,/]• ss< 0 R 0�\�:• 0NA"411111, E`�p 10 Julius Lee PE No.34869 MBek USA, Inc. FL Cart 6634 6904 Parka Fast Blvd. Tampa FL 33610 Date: April 25,2019 M!Tek' 6904 Parke East 81W. Tampa, FL 36610 Job - Truss Truss Type Cut, Ply J37731-Hometech Contractors-1553 Model T16879952 J37731 A13G HALF HIP GIRDER 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Dec 6 2018 MRek Industries, Inc. Thu Apr 25 05:40:48 2019 Page 2 ID:Azwe9kQ9y8 eM3QlergXulzCHTw m6KparPDpkygTMMQNMgmTOiu OSkom8eTYzNGdD NOTES- 12) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated loads) 373 lb down and 273 lb up at 7-0-0. 194 Ito down and 133 Ito up at 9.0.12, 19416 down and 133 lb up at 11-0-12, 194 lb down and 133 lb up at 13.0-12. 186 It, down and 147 lb up at 15-0-12, 186 It, down and 147 Ito up at 17-0-12, 186 Ib down and 147 It, up at 19-D-12, 187 Ib down and 147 do up at 21-0-12, and 187 Ito down and 1471b up at 23-0-12, and 187 lb down and 1471b up at 25-0-12 on top chord, and 387 lb down and 1691b up at 7-0-0, 6516 down and 30 lb up at 9-0-12, 651b down and 30 Ib up at 11-0-12, 65 lb down and 30 Ib up at 13-0-12, 87 lb down at 15-0-12, 87 It, down at 17-0-12, 87 lb down at 19-D-12, 8716 down at 21-0-12, and 87 Ito down at 23-G-12, and 87 Its down at 25-0-12 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(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 (Ib) Vert: 5=-247(B) 8=147(B) 15=387(B) 7=-147(B) 9=147(13) 12=66(B) 21=-149(B) 22=-149(B) 24=149(B) 25=-147(B) 27=-147(B) 28=147(13) 29=63(B) 30=63(13) 31=63(B) 32=66(B) 33=66(13) 34=-66(B) 35=-66(B) 36=66(13) &WARNING -Verily tlrsign panmelers and ftFAO NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI47473 rev. 10oulac S BEFORE USE. Design valid for use onywb Mdek cmrse re.This design 13 based only upoopardmetere shown, and Is for an Individual bulling component, not a Imsa system. Before use, Me building desl9nermusl wriythe appGwbilby of design pemmeles and propeM incorporate Mis design mto0e overall buk[Mgdesgn. Bmchg irkiratedis to prevent butting of indmdual wAtl ss web andlor chool members only. didonaltempomyandpermN anebracing MiTek' Is arrays required for stability and to prevent wtiapw with possible personal lnjwyand property dani Forgenemlguidancereganingthe fabdwficn,xomge,devey,emOonwdbmdn OMssessMbsssyAems,see ANS 110Va1Uy Criteda,DSB4t9and BCSIBuilding Component G904 Parke Ears Bh9. Sa/eylnyormallon mdablefmm Tmss Plate Inrtdme,21aNLw Slmet,Sude312,Ale dda,VA22314. Tampa, FL 3MO Job , mss Truss Type Cry Ply J37731-Hometech Contractors-1553 Model T16879953 J37731 Sol Common 7 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 3, 8.240 s Doc 6 2018 MTek Industries, Inc. Thu Apr 25 05:40:48 2019 AAA = 3x4 = 3x8Ml8SHS = 3x4 = 3x4 = 3x4 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 TCDL 15.0 Lumber DOL 1.25 BC 0.84 BCLL 0.0 ' Rep Stress Incr NO WB 0.31 BCDL 10.0 Code FBC20171TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1058/0-7-10, 6=1058/0-7-10 Max Horz 2=177(LC 6) Max Uplift 2=340(LC 8). 6=340(LC 8) Max Grad 2=1144(LC 13). 6=1144(LC 14) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) 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=300/1748, 8-10=115/1149, 6-8=300/1615 WEBS 4-8=151/753, 5-8=-372/197, 4-10=1511753, 3-10=371/197 DEFL. in (loc) Udall L/d Vert(L-) -0.20 8-10 >999 240 Vert(CT) -0.27 B-10 >943 180 Horz(CT) 0.04 6 Na n/a Scale -1:40.0 PLATES GRIP MT20 2441190 MIBSHS 244/190 Weight: 991b FT=O% BRACING. TOP CHORD Structural mod sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCOL=5.Opsf, BCDL=3,Opsf; h=15ft; B=64ft; L=2911; 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 gnp DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 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 nonconcurrenl 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 &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 Ib uplift at joint(s) except 0=11b) 2=340. 6=340. 8) Load case(s) 2, 12, 13. 14, 15, 16, 19, 20 hasihave been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. 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, LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 14=70, 4-7=70, 11-14=20 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 14=60, 4-7=60, 10-11=-20, 8-10=65, 8-14=-20 12) Dead; Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 ♦♦ ♦ �V..REF No 34869 1 0RIID`C.>��� S'ON AS, ♦♦ .�11'1� ��♦♦♦♦ Julius Lee PE No.34869 MTek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 _C41111131hea.0c.paq ® WARNING -Veafy tl¢sign parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE Mll-0473 nn, 10/03d016 BEFORE USE. Design wild for use ony win MTek® cannectus. This design Is based onry Upon parameters Man. and Is for an haivMuel bugdiry mmpoul hat � atrum system. Before use, the building designer must worry Me appLusbiGty or design parameters and pmpedy ouphnde nis design into Me avamll bulldingdedgn. Bracing indicated IS M prevent buckling of Individual truss web Gilboa NON members our. Additional temporary and permanent bracing WOW Is always reseed for stability and to prevent collapse with possible personal injury and ptopeM damage. For general guidance regarding the fabrication, storage, delivery. session and among oftmsees and Buss systems.sea ANSI4PI1 Qually CRRada, OS849 and Best Bullalog Component 6904 Parke East BNd. Saratylnr0rmafl0n avaga0le flan Truss Prate InsNme, 21B N. Lee SImM, Suke3f2. Alexandria, VA 12314. Tampa, FL 36610 Job Truss Truss Type pty Ply J37731-Hometech Contrectors-1553 Model T16879953 J37731 801 Common 7 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240a Dee 62018 MiTek Industries, Ina Thu Apr 25 05:40:48 2019 Page ID:Azwe9kQ9y8_eM30tergXulzCHTo+loz5KparPDpkygTMMQIvMgcijDjgAbpkomBeTYzNGdD LOAD CASE(S) Standard Uniform Loads (pit) Vert: 1-4=30, 4-7=30, 10.11=-20, 8-10=-80, 8-14=20 13) Dead +0.75 Roof Live (bal.)+0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(plf) Vert: 1-2=65, 2-4=71, 4-6=49, 6-7=43, 10-11=20, 8-10=-65, 8A4=20 Holz: 1-2=5, 24=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. lint) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=43, 24=49, 4-6=71, 6-7=65, 10.11=20, 8-10=-65, 8-14=20 Hom: 1-2=17. 2-4=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 (pit) Vert: 1-2=55, 2-4=61, 4-6=61, 6-7=55, 10-11=20, 8-10=-65, 8-14=20 Horz: 1-2=5, 2-4=1, 4-6=1, 6-7=5 16) Dead +0.75 Roof Live (bal.)+0.75 Attic Floor + 0.7510.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plQ Vert: 1-2=55, 2-4=61, 4-6=61, 6-7=55, 10-11=20, &l0=-65, 8-14=20 Hom: 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 Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4=60, 4-7=30, 1CIA 1=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: 14=30, 4-7=60, 10.11=-20, 8-10=65, 8-14=20 &WARNING Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIP7473 rev. 10/WRa15 BEFORE USE. Design valid for use onywith MreWconnenora. This design is bases only upon parameters ahwln, and is for an individual building component, not atrues sy4em.Bar=use, the bullding designer must vedry the applicability of design parameters and property mmmorate Be design into the overall twidingdesign. Bracing Ingeated IS to prevent buckling of md'Mdual Lives web singer rLmd members only. Additional temporary and permanent bracing MiTek' Is allays reentrant for smb ftyand to prayers oca pse with pos4ble perms injwyand prop rty damage. Forgeneralguidanceregardingthe labdcagon, stamge, delivery, eregion end DreGng of Wsses and truss rystems,see ANSYTP11 Qua/gy Cdtede, DS849 and SCSIBuflding Component 6904 Parke East BNd. Safety Information avaflable from Thus Plate Insldute, 218 N. Lee S1meL Side 312, Alesendda, VA 22314. Tampa, FL Seat Job Truss suss Type Oty Ply J37731-Hometech Contractors-1553Model T76879954 J37731 802G Comma' Girder 1 as L Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 d 0240 s Dec 62018 MTek Industries, Inc. Thu Apr 25 05:40:56 2019 4xe It nu— axe II 6x6 = xo 7x8 = vve - aide = us II HUS26 HUS26 HU626 HUS26 THD26.2 1 0.11 &190 1 18l 34--626 1 13B15 I V3-o3 Scale=1:43.5 jd Plate Offsets (X,V)- 111:0-3-0,04-8), rl3:od-0,G 4-121, (14:03-0.0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 VeQLL) 0.17 13-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.3613-14 >710 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Ina NO WE 0.81 Horl 0.09 8 nia n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS WeighC273 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP DES WEBS 2x4 SP No.3'Except' 5-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-5-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 D-0 oc bracing. REACTIONS. (lb/size) 2=6656/0.7-10, 8=5183/0-7-10 Max Horz 2=177(LC 24) Max Uplift 2=1954(LC 8), 8=1579(LC 8) FORCES. (Ib)-Max. Comp./Max. Ten. -All forms 250(I11) or less except when shown. TOP CHORD 23=-13405/3829, 3-4=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=920/3000, 7-11=367/213, 4-13=3351/986, 4-14=-901/3311, 3.14=24981717, 3-15=547/2089 NOTES- 1) 2-ply truss to be connected together with IDd (0.131"x3l nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.4-0 oc. Webs connected as follows: 2x4 -1 row at 0.9-0 Do. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf, h=15ft; 13=6411; L=2911; 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 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 lost bottom chord live load nonconcurrent with any other live loads. 8) - 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except at -lb) 2=1954,8=1579. 10) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-3-4 from the left and to 123-4 to connect truss(es) to back face of bottom chord. 11) Use USP THD26-2 (With 18-1Ed nails into Girder & 12-1 Od nails into Truss) or equivalent at 14-2-6 from the left end to connect truss(es) to back face of bottom chord. 'WARNING- Verily J¢vgnparamettrs and READ NOTES ONTHISAND INCLUDEDMITEx REFERENCEPAGEMIIJ473 rev. f0/ M015 BEFORE USE. Design valid for use onlywdh MTekW connetlars. This design Is based onlyuponparemetefa shown, antl is for an intliNtlual building eampanen4 net a truss system. Before use, the building designer muelvedythe appllnbilby of design parameters end prepedy inmmormi Nis design bd4 the overall building design. Bracing IMicated isto prevent bucking of individual tte ssweb axPer chim! mandate only. Additional temporary and permanent bracing Is always required for slabliy and to prevent collapsewith possible personal injunyi nd property damage. Forgenerai gukance regarding the fabrication, storage, delivery. emotes and bracing uftnesses and trust systems. see ANSI?P/f Quality Criteria, OSSd9 and BC51 Building Can Saklylydormerlon avaitablafrem Truss PiMelnsdOe,218N.Lee Slreel,suhe312,Alexend�,VA22314. NO 34869 np* n = )Fi\1 NA% - Julius Lee PE No.34869 MTek USA. Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 WOW 6904 Padu East BIW. Tampa, FL 36610 Job r Truss Truss Type City Ply J37731-Hometech COntr.CMUs4553 Model T76879954 J37731 B02G Common Girder 1 Job Reference toptional East Coast Truss, Ft, Pierce, FL 34946 8.240 s Dec 62018 MITek Industries, Inc. Thu Apr 25 05:40:56 2019 Paget ID:Azwe9kG9y8 eM3Gterg%ulzCHToSLS67yhtV&pe 4ugSmhWxz EV125?ve043m6.NGd5 LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=70, 5-9=70, 2-8=20 Concentrated Loads (Ib) Vert: 12=1186(B) 11=-2563(B) 20=-1201(B) 21=1201(B) 22=1201(B) 23=1186(B) 24=1186(B) ®WARNING. Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. lO10WOI5 BEFORE USE. Design valid for use onyw1h Wads wnnedors. WS desgn is bash only upon parameters shown, and is far an Indigglual boding Component, not a tmu system. Before use, me building designer must verifythe appdwbliy of desgo parameters no properly incorporate this design Into Me owmlt buildogdesign. BracIng Manuel islo prevent buckling of indMdual"as web andfor Nord members anti. Add0ldnai temporary and permanent bracing MiTek' Is always required for stabi ty and to prevent collapse wfth Pbsable personal lnjwl and property damage. For geneod guidance regam i g the fabdration, storage, delivery, creation and bating ofimsses and Voss systems,see ANSUTIT!Duality Crlteda, DS"9 and SCSI Building Component Ge04 Parke East BIW. SarerylnrormeNen avainable (ran Truss Piste InSlitWe.218 N. Lee Street, S fte 312, Ale=dde, VA22314. Tampa, FL 36510 Job Truss Truss Type 0ty Ply J37731-1-Iometech Contractors-1553 Model T16879955 J37731 B03 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 a Axe 4x4 = 8.240 s Dec 6 2018 MITek Industries, Inc. Thu Apr 25 05:40:57 2019 4x4 = 3a4 = 5x8 = 4x4 = 9-0-0 12-0-0 214-0 9-0.0 3-0-0 9-0-0 Scale = 1:39.5 Plate Offsets (X Y)— 14:0-5-0 0-2-01 19:0-2-0 0.3-01 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in floc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(U-) .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 WB 0.21 HOr2(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Mamx-AS Weight: 106 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1058/0-7-10, 7=1058/0-7-10 Max Ham 2=-153(LC 6) Max Uplift 2=-340(LC 8), 7=-340(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=A669/485, 3-0=1316/390, 4-5=1120/384, 56=-1307/387, 6-7=1667/485 BOT CHORD 2-10=-327/1466, 9.10=156/1116, 7-9=327/1465 WEBS 3-10=-029/194, 4-10=56/340, 5-9=53/345, 6-9=-436/196 Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vul1=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf h=15ft; B=6411; L=29111; eave=4ft; Cat. 11; Sap 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 drainageto revent water ondin . 9P P 9 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 nonconcunent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Be 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 1/2" gypsum sheetrock be applied directly to the bottom chord. III II I I/ �p�I�I/I/ X LOus (EF .. Ile No 34869 Julius Lee PE No.34869 MITek USA. Inc. R. Carl 6634 69D4 Parke East Blvd. Tampa R. 33610 Date: April 25,2019 ®WARNING. Verify design parameen and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 rev. 10/0312015 BEFORE USE. Design valid for use only with Wake connectors. This design is based onry upon parameters shown, and is for an individual bugding component, net a Vusssystem.Before use, the building designer must very No applirabity of design pammeters and papery Incorporate this design mo the owner build'ngdesign. BmcingindicatedistopmwMbuc gofhdiAdual WsswebendlorMoNmembemony. MdAionmtempomryandp maneMb Wg M!Tek' is assays required for asset, and to presets w apse with possible personal thMand proyedy damage. For geneml guidance regarding the %bdcallon. storage. delivery, erection and breeg M trusses and Was systems,see ANSVIl Quagy Camma, DSB29 and SCSI Building Component 6904 Parse East BIM. Seretylnformadon availablefmm Tmss RatelnstaMe,218N.Lee&MM,Suae312,Nexandde,VA22314. Tampa, FL 36810 Job Truss Truss Type pry Ply J37731-Homeach Contractors-1553 Model s T16879956 J37731 B04G Hip Girder 1 1 Jab Reference (optional) East Coast Truss, FL Pierce, FL 34946 M 8.240 s Dec 6 2018 MTek Industries, Inc. 4x4 = 3x4 = W4 = 4 19 20 5 21 22 6 25 05:40:58 2019 Pager 3x6 = &B = 5x5 M = 6x8 = 3x6 = Scale= 1:395 ]-0-0 341-0 3b-0 7-0-0 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.13 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.3510-12 >741 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.41 Horz(CT) 0.07 8 n/a We BCDL 1aD Code FBC2017/TP12014 Matra -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/s¢e) 2=1982/0-7-10, 8=1981/0-7-10 Max Hom 2=124(LC 24) Max Uplift 2=661(11LC 8), 8=662(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-8-5 oc bracing. FORCES. (to) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3770/1181, 3.4=3534/1119, 4.5=3167/1039, 5-0=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 3-12=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; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3Dpsf 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 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except (jt=lb) 2=661,8=662. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated los d(s) 334 Ito down and 277 Ib up at 7-0-0. 186 Its down and 147 Its up at 9-0-12, 186 to down and 147 lb up at 10-". and 186 lb down and 147 lb up at 12-3-4, and 334111 down and 2771b up at 14-" on top chord, and 392111 down and 124 lb up at 7-0-0, 87111 down at 9-0-12, 87111 doom at 10-8-0. and 87 lb down at 12-3-4. and 392 ha down and 124 lb up at 14-3-4 on bottom chord. The designIselection 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 (p1f) Vert: 1-4=70, 4-6=70, 6-9=70, 13.16=20 EN No 34869 Julius Lee PE No.34869 MTek USk Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 Da84ue ag WARNING -Verify deslgnpafamelers and RE4D NOTES ON THISANDINCLUDED MITER REFERENCE PAGEMX7473 rev. 1043aO1S BEFORE USE. Design wild he use solvent, Mmek®connectors. This design Is based ony uponpammelers shown, and is far an edivbual bu03ng component, not atmss system. Before use. We building designer must wary" appliwbildyofsesign parameters and propene incuryorate this design Into me overall builiingdesgn. BracmgindiWedistopmve buaMgofindMWel Wws bmWorMoNmembmony. AddnanntenlporaryarMpemlarchtradIng MiTek' Is always seemed for sladtiy and to prevent collapse with possible persowl injury and propene damage. ForgenemlgWdarlceregardn,the feldoemn, slodi deMery, emotion and braung eftmsses and truss Systems, see ANSM11 Quality console, DSBa9 and BCSJ Bellamy Component 6904 Parke East BNd. SarolylnformaBon avaJa0le frem Tmaa Plate InnRNe, 218 N. Lee Slreep 6uae 912, Mexandda, VA22314. Tampa, FL 36610 Job Truss Truss Type pry Ply J37731-Hometecin Contractors-1553 Model T16879956 J37731 004G Hip Girder 1 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Apr 25 05:40:58 2019 Page 2 ID: usve9k09y8_eM30terg%ulzCHTo OkatOE7214K9DDHyV&Fmxl OV2DnWSkC5KZAq=NGd3 LOAD CASE(S) Standard Concentrated Loads (Ib) Vest: 4=213(F) 6=213(1e) 11=66(F) 12=392(F) 5=147(F) 10=392(F) 20=147(F) 21=147(F) 23=66(F) 24=66(F) ®WARNING-Va ify deafen Parann.1—antl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI47473 rev. 10/03Y1015 BEFORE USE. wassaw Design valid for use only wbh MneOD cormacl0rs, This design is based ony upon parameters shown, end Is for an Individual Wilding component not lat e imss sham. aBrore use, the bulding designer must early the applicability of devgn parameters and property Mcorpomte Vhs design Wome Overall buildingded9n. Braces indicated is to prevent Waling oflndNidual Voss web andfor MOM member any. Atldbbnel omporery aM permanent bracNg MiTek' Is always re lu'ved for Stability and to prevent collapse with possible personal injuy and property damage. For general guidance regarding me fabricator, storage. delivery, erection and bracing ofhusses and truss systems,see ANSM11 Cueflry Corolla, DS"9 and BCSIBUrlding Component fi9p4 PaAe Eest BWd. SOreyfnfOrmaUan a.bbieh TlusaRMe InSNNe,216N.Lee Score ,Suge3t2,Alemdde,VA22314. Tampa, FL 36510 Job r Truss Truss Type Ory Ply J37731-Hometech Contractors-1553 Model T16879957 J37731 C01 Common 3 1 Job Reference (optionap _ Gast Coast Truss, Ft. Pierce. FL 3994b 4xs = 3 3x4 = 8.240 s Dec 6 2018 MTek Industries, Inc. Thu Apr 25 05.40:56 2019 3x4 = Scale = 1:27A LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Ven(LL) 0.11 6-9 >999 240 MT20 244/190 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 Horz(CT) 0.01 4 me n1a BCDL 10.0 Code FBC2017rTPI2014 Matrix -AS Weight: 54 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=728/0-7-10, 4=728/0-7-10 Mau Horz 2=-123(LC 6) Max Uplift 2=d55(LC 8), 4=-455(LC 8) FORCES. (lb) -Max. CompJMax.Ten.-Aliforces 250(Ib) or less except when shown. TOP CHORD 2-3=891/508, 3-4=-891/506 BOT CHORD 2-6=328/716, 4-6=328/716 WEBS 3-6=-210/327 BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=15ft; B=64ft; L=2911t; 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) 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 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 (jt=1b) 2=455, 4=455. 7) This truss design requires that a minimum of 7/16" structural mod sheathing be applied directly to the top chord and 1/7gypsum sheetrock be applied directly to the bottom chord. i 34869 _ i T'. 1/dLFN r�i Ti�A� •�U � Julius Lee PE No.34869 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April25,2019 ,, WARNING - Verify tlesign param ¢lets antl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI47473 rev. 10OW 015 BEFORE USE. Design valid for use onywdh MTelt® camedors. This design is based only upon parameters shown, and is for an individual building component. not a buss system. Before use, the building designer mud verity Me applicability 0 desgn parameters and properly Incorporate this design Into Me oveall � buikingdesign. Bracing indicated is to prevent bucxrmg of individual Wss web andar cram members any. Adddionaltempomrymudpermanembraokg MiTek' is always reMied for wherill and to pervert collapse with possible personal injury and property damage. ForgenealguldarlceregaNitgthe fabdaabon, storage, deli q,section and Lading ofimsses and buss systems. we ANSImPif Quality Crimds, DSBd9 and BCSI Building Component 6904 Parke East BIW. Wwlylnformeflon evaJaLle from Truss Plate Insidule, 218 N.lse Street, Suite 312, Alexandra, VA 22316. Tampa. FL 36610 Job Truss Truss Type Oly Ply J37731-Hometech Contractors-1553 Model , T16a79958 J37731 CO2G Hip Girder 1 1 Job Reference o banal • Last uoast trues, rL rleme, rL ae D Asa 4x4 = 3 15 16 17 4 3x4 = 3x4 = Style =1:27.6 I$ LOADING (psq SPACING- 2-00 CS'. DEFL. in (Ioc) Ilderl Lid PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.46 Vert(LL) 0.07 6-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Ven(CT) -0.07 B-11 >999 180 BCLL 0.0 ' Rep Stress Incr NO wa 0.12 Hori 0.03 5 Na n/a BCDL 10.0 Code FBC2017?PI2014 Matrix -MS Weight: 61111 Fr=O% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-1-11 oc purlins. BOT CHORD 2x4 SP N1.2 BOT CHORD Rigid ceiling directly applied orS-11-13 oC bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1045/0-7-10, 5=1045/0-7-10 Max Horz 2=94(LC 6) Max Uplift 2=-721(LC 8), 5=721(LC 8) FORCES. (Ib)-Max. CompJMax.Ten.-Allforces 250(lb) or less except when shown. TOP CHORD 2-3=1669/1143, 3-0=-1443/1072, 4-5=1670/1143 BOT CHORD 2-8=-942/1430, 7-8=954/1442, 5-7=924/1430 WEBS 38=-221/318,4-7=220/319 NOTES- 1) Unbalanced roofhve 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; 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 ponding. 4) Plates checked for a plus or minus 0 degree rotation about its Center. 5) This truss has been designed for a 10.0 par bottom chord live load noncencument 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 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical. Connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joinl(s) except (it -lb) 2=721,5=721. 8) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 29516 down and 271 Ito up at 5-0-0, and 125 lb down and 112 Ill up at 7-G-0, and 2951b down and 271 Ib up at 9-0.0 on top chord, and 1101b down and 1061b up at 5-0-0, and 51 Ito down and 44 lb up at 7-D-0, and 1101b 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 (plq Vert: 1-3=70, 34=70, 4-6=70, 9-12-20 Concentrated Loads (Ib) Vert: 3=167(3) 4=167(B) 8=90(B) 7=90(8) 16=77(B)18=42(B) J%....... . ESPI C. No 34869 �'•• :_ Z R1�Q'C?N Julius Lee PE No.34869 MITek USA, Inc. FL Cart 6634 69D4 Parke Fast Blvd. Tampa FL 33610 Date: April 25,2019 WARNING - Verily designparametata and READ NOTES ON THISAND INCLUDED MIMKREFERENCEPAGEMII-7473 rev. 10/03,2015BEFOREUSE. Design valid for use onyweh MRek®cwwptom. This tlesgn its based ony upon pammetem shoem, antl is Mr an Individual Wflding mmponeM nth a buss system. Before use, the bwlding designer must witty the applicability ofdesign parameters and pmperyinmryamte Nis design bdothe owmll buildingdesign. Bracing indicated is to beading of mdMEval areas web andlor chard members only. AMeionaltempomyaMpermanentwacing MiTeW prewnl is always required for stability and to prevent wdapse with possible personal injury and pmpedy damage. For general guidanw mia de the hbdmeon,storage,deMq,ereNnmdbmdMotbusmsaMausssyMems,we ANSUIP11 quality Crdeda, DSBa9 and BCSI Building Component 6904 Parke East BAN. Sareylnformadam awYabla hmo Tmea Plate InsldWe, 218 N. Lee &.M Sude312, Nexandda, VA 22314. Tampa, FL MID Job a Truss Truss Type Dry Ply J37731-Hometech Contactors-1553 Model T1fi879959 J37731 DOt Common 1 1 Job Reference optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 a Dec 6 2018 MITek Industries, Inc. Thu Apr 25 05:41:00 2019 Page 1 ID:Azwe9k09y8 eM30tergXulzCKTo-L6idlwkNavK1 OWNg3xzlrM6p3sOr 5rVYe3GvszNGd1 -1-0-0 3.1041 k 7b 9-0-0 1-0-0 l 34M 3_10_0 14-0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP Na.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 4x4 = 2x4 = 2x4 = SPACING. 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/TPI2014 REACTIONS. (lb/size) 2=443/0-7-10, 4=343/0-7-10 Max Horz 2=77(1_C 6) Max Uplift 2=282(LC 8), 4=282(LC 8) Scale=1:19.8 CSI. DEFL. in (too) Well L/d PLATES GRIP TC 0.16 Vert(LL) 0.01 6-11 >999 240 MT20 244/190 SC 0.13 VergCT) -0.01 6 -999 180 WB 0.05 Hom(CT) 0.00 4 n/a n/a Matrix -AS Weight: 31 lb FT=0% BRACING - TOP CHORD Structural mod sheathing directly applied. BOT CHORD Rigid Calling directly applied. FORCES. (III) - Max. CompJMax. Ten. -All forces 250 (All or less except when shown. TOP i HORD 2-3=-323/167, 3-0=323/167 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=29ft; eave=oft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and Tight 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 pat bottom chard 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 Ift between the bottom chard and any other members. 6) Provide mechanical connection (by others) of truss to beading plate Capable of withstanding 100 lb uplift atjoint(s) except jt=lb) 2=282,4=282. 7) This truss design requires that a minimum of 711 V structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Id 111111111111 �% a CEfVS. 4' No 34869 i I � 0R�Op=gib 11i1S1ONA� 1� �`, Julius Lee PE No.34669 MRek USA, Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa R.33610 Date: April 25,2019 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. IOMM015 BEFORE USE. Design valid roruse onywth MRelt®wnnMon. The design Is based only upon parameters shown, and Is foran Individual Wilding component, not atmes system. Before us%the Wilding designer must Vedythe appOTabiny of dedgn parmeters and PropertyNComorate Nis design into me eyelet bullEingdesgn. Bating indicated bto prevent bucking of hchetual miss web newer dioN members any. AdtlNonaltemporoyandpertnanembrecing MiTek• Is allays required for stabllMand to present Collapse with possible personal inimrand paspeMdamage. Forgenerdlgudameragaininglhe IebtlCo0on, 9orega, dellvery.eRtlbO antl bredm3 of WsseseM truss ryslems,see ANSVTPII quelgy Crreda,DS8-09 and SCSI Building component 6904 Parke East Bind. Sasylnfoneellgn awbble from Truss Pate InMWe, 218 N. Lee Sired, SUEe312, Alexandria, VA2Ml4. Tamps, FL 36810 Job r Truss Truss Type Oty Ply J37731-Hometech CGntractors-1553 Model T16879960 J37731 D02 Common 1 1 Job Reference o Banal Last Qoast truss, 'S YIB,CB," onsee tSZ4U S UBC to [Unto mi I eN Inausures, Inc. 1 nu Apr LD UD:9l:Ul [V .,Is Page , ID:Azwe9k09y8_eM30argXulzCHTo-pJG13Gk4LDSuOgysdeUyOZe_RFL9jX4enlogRlzNGdO Stale=1:17.3 4x4 = ZIA = ZIA = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (too) Voell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 4-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-14 >999 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.05 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 27 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=345/0-7-10, 3=345/0.7-10 Max Horz 1=56(LC 7) Max Uplift 1=209(LC 8), 3=209(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=398/234, 2-3=398/234 BOTCHORD 14=159/310, 34=159/310 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.OpsY h=15ft; B=6411; L=2911; eave=oft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); cenglever left and Tight exposed ; end vertical left and right exposed; porch left and Tight exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcti ent with any other live loads. s truss has been designed for a ive load of 20.Opsf an the ttom chord in areas where all by the lconectioottom n(byo[thers)ofand any eWssrtobarig at joint(s)texcept(pOb'ide 6)Prroowillvlitlkhan[caen plate capable of withstanding 1008b uplift ,,�a�F��j�I 1=209,3=209. `�� .• �CENS'', 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. : �{p 34869 ss:. Fi � Q P 4g1pNA11 1001, Julius Lee PE No.34869 MITek USA Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April25,2019 ®WARNING- Verily design parameters and READ NOTES ON TNISAND INCLUDED MITEN REFERENCE PAGE 1411.7473rey. 10/03/a015 BEFORE USE. easeas Design "A foruse onlywah MI MISCannectors. Tlils design is basset only upon parmeters shown, and Is for an Individual Wading somporlent, not 331, atmss system Before use. Me building designer must verly Me appaoabTdy cfdesign parameters and property ^ea momre Nis design V. the overall buildingdeslgo. BmcNg iMicated is to prevent butkang al IrMidual truss web andlor chard members only. Addblonaltempmriamp maneMbrachg MOW is always requiredfor etabildy end to prevent wllepse watt posslNe peraorelInjury and pmpeM damage. eroguidanceregarding the Quality rah ANSVAMDually CMade, Da&e9 and BCSl Building Campanian! storsge,dmiv Parke East Blvd. 3Meylnrormetlon available M1am Truss Plata Instxute, 21a N Lee SUeah Suva 312, Naxendda, VA 22314. elyind bleredionandRgGlno e,21aarAwssaystame031 T6904 ampa. Tampa, R 36610 Job Truss Truss Type pry Ply J37731-Hometech Contectors-1553 Model T76879961 J37731 D03G Hip Girder 1 1 Job Reference o tionai East Coast Truss, Ft. Pierce, FL M946 Axe = 4x4 = 8.240 s Dec 62018 MRek Industries, Inc. Thu Apr 25 05:41:01 2019 2x4 = 2x4 = Scale=1:20.0 e �e LOADING (pst) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor NO Code FBC2017/TP12014 CST. TC 0.19 BC 0.23 WB 0.03 Mahix-MS DEFL. in Ven(LL) 0.01 Vert(CT) -0.01 Horz(CT) -0.00 (Too) Well L/d 8 >999 240 8 >999 ISO 5 n/a n/a PLATES MT20 Weight: 35 lb GRIP 244/190 FT-O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purling. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=493/0-7-10, 5=446/0-7-10 Max Hoa 2=65(LC 6) Max Uplift 2=353(1_C 8), 5=319(LC 8) Max Gev 2=493(LC 17), 5=452(LC 18) FORCES. (lb)-Mm. Comp)Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-432/324, 3-4=-398/331, 4-5=-4821349 BOT CHORD 2-8=-243/361, 7-8=248/363, 5.7=-266/399 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind; ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.OpsF h=1511; 8=64ft; L=290; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (d]rect]Dnaly, 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 drainage to ng. 3) Provide water 11 adequate prevent for 0 degree its $, ��I,� 4) Plates checked a plus or minus rotation on about center. ,,%�V�N (F F 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. ' 'e,�, • * G E N g �•. 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 ,�� : ' 6` •• 10 will tit between the bottom chord and any other members. �� 7) Provide mechanical connection (by others) of truss to beading plate Capable of withstanding 100lb uplift at joint(s) except (Il=1b) 34869 •' 2=353,5=319. * 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 183 Us down and 148 Ib up at —! 3-0-0, and 183111 down and 148 Ib up at 4-8-0 on top chord, and 801b down and 301b up at 3-0-0, and SO lb down and 30 Us up at 4-7-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ' 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �O ;•.�U/ LOAD CASE(S) Standard 000 < O R p P,: N ��� �i,,,'�ONA`S`%%% Dead + Roof Live Plate Increase=1.25 1)Uniform Loads (p�7Q Vert: 3-4C70,4-0e709.14=205, ,I f f a t 1 LL„ Concentrated Loads (lb) Vert: 3=il fl 4=B(F) 8=18(F) 7=-1 B(F) Julius Lee PE ND.34869 MITsk USA Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa H. 33610 Date: April 25,2019 &WARNING- Verily design parameters and READ NOTES ON MIS AND INCLUDED MITER REFERENCE PAGE MI47413 ray. 10/09R015 BEFORE USE. Design valid Mr use only wlln MReMDconnedors. This design la bated only upon parameters shown, and is for an indimuaI bugNng componem, no ITS I e Musa syst m. Befpe use. me building designer must very the ap,ocabiLYy ofdeagn parameters and prepedy immrwrete Nis design WO the overall buddingdeslgn. Bracing Indicted l6 to prevent buckling of mdrOdual truss web anchor chord members ony. Additional temporery and permanent bracing MiTek' IS aWaye rooms rot stability and 10 prevent mgepse wah pos9ble personal Injury and propeM damage. For general guidance regarding Me febicagen,average. delivery, emotion and Among of Mn65ee alM Wss syaveme ree ANSV7FT1 Quality CdNA., DS849 antl SCSI Sulldhng Componem 6904 Parke East Bind. Sandy ormeugn evalade 1. Truss Plata Insouto.2laN. Lee SYrem, suue312.A1.dda,VA22314. Tamps. FL 36510 Job , Truss Truss Type pry, Ply 137731-Hometech Contractors-1553 Model T16879962 J37731 MV2 Valley 1 7 Job Reference (optional) test GOast l riles, Ft. Home, IL A4a90 2x4 1 U34Ua Uee t ZUlB MI I eKInausmes, Inc. troll Apr 20u291:Uz,viv rage I ID:Azwe9k09y8_eM30tergXulzCHro-HVgOGcleSXaleq%2BM4BwnBABfimS_3o0yVNzlzNGd7 2 3 Scale =1:7.6 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (hoc) VdeO Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a role BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 5lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural mod sheathing directly applied or 2-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=622-0.0. 2=482-0-0, 3=14/2-0-0 Max Harz 1=28(LC 8) Max Uplift 1=10(LC 8), 2=28(LC 8) Max Grav 1=62(LC 1), 2=51(LC 13), 3=28(LC 3) FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250(lb) or less except when shown. NOTES. 1)Wind: ASCE 7-10; Vuft=170mph (3-sewndgust) Vasd=132mph; TCDL=S.Opsf, BCDL=3.Opsf, h=15ft; B=64ft; L=29ft; eave=4ft; 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 par bottom chard live load nonwncufrent with any other live loads. 5) -This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rn between the bottom chord and any other members. 6) Bearing at joint(s) 2 Considers parallel to grain value using ANSIrrPI 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 lb uplift at joint(s) 1, 2. ENS �00 No 34869�;. T •.�4 tCSi ••. ... Julius Lee PE No.34869 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 &WARNING - Veniry design panne— antl READ MOMS ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 re¢ 10MMOIS BEFORE USE. Ceslgn validfar use onlywrD MTek1a cenneowe. TNs design N Dosed ony upon pe amoerc shown, end Is for a t hndludual balding coot scare not ��• a truss syshem. Berge use, the Doubts designer must Wray the appficzbigy of design parameters and propeM incorporate Vfa design ends to event Douingdeslgn. among Indicated is to prevent boosting of lndMdual truss web andlor chord members only. Addaloultempraryarupermanent Dradng WOW is always required for stability and to prevem collapse with possible personal Inqury and property damage. Forganeral guuarrce reAWlrN the fabriWon,domge,delvery,emMnarubmdNd"sseseMbus649ema.me ANSUIPI1 Quality CMerla, D,SBd9 and SCSI Building Consonant Boost Parke East BIW. Sareylnmrma w avallableflan Tmss Platelns e,218N.LeaS d,Sut0312,Alexandda,VAM14. Tampa, FL 35610 Job 1 Truss Truss Type 0ty Ply J37731-Hometech Contractors-1553 Model T16879963 J37731 MV4 Valley 1 1 Job Reference (optional) • East Coast Truss, FL Pierce, FL 34946 6.240 a Dec 62018 MRek Industries, Inc. Thu Apr 25 05:41:02 2019 Pagel ID:Azwe9k09y8_eM30lergXulzC HTo.HVgOGGe6XalegX2BM?BwnB5XR35 3oOyYWIzNGd? 44 0 4-M • 2 2x4 LOADING (pat) SPACING- 2-04J CST. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vart(LL) ma - Ma 999 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) Na - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a Me BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP ND.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (Ielsize) 1=146/4-0-0,3-146/4-0-0 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. Ub) - Max. CompJMax.Ten.-Allforces 250(Ile) or less except when shown Scale=1:12.B PLATES GRIP MT20 244/190 Weight: 14 1b FT = 0% Structure[wood sheathing directly applied or 4-0-0 oc puddle, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=l7omph (3-second gust) Vasd=132ni TCDL=5.Ops1; BCDL=3.Opsp h=1511; 3=64ft; L=2911; eave=4ft; Cat. I I; Exp B; Encl., GCpi=0.18; MWFRS (directional); cangiever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate gdp DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. - 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcunent 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 36i0 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 o1 withstanding 100 lb uplift at joint(s) 1, 3. ,,%% 3t.IUS' LF 34869 ' =0: ;cON Julius Lee PE No.34869 Il USA Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 ®WARNING. yedrp Ceslgnp..h,rs and READ NOTES ON TNIS AND INUDDED MITEK REFERENCE PAGEMI14473 rev, 10/03/2015 BEFORE USE. Design valid for use a*wnh Weds connectors. This design Is based only upon parameters shaven, and Is /or an IndWuw Wrong component, not ��• a truss system Balm use, are building designer must venythe appgaabiay ofdevgn parameters and property marporrte Ws design Into me onial tuatangdesign. BmeWssweban&.a .Nmembenony. AidnbnaltempararyandpeimaneNbacmg M!Tek• glMiaatedistopmventbuablingdhdMdual Is awaye required for stabllyend to prevem Collapse with possible personal lNuy and property damage. Forgeneralguidanceregardingthe fabrication, storage. dagve, eredlon and bmrdg of "sons end Wes Systems. WO ANSaRHDualdy Cdoda,DS"9mdBCel Building Component 6904 Pans East BIW. Safetyinforoution avPabletram TmssRaoInMffte,218MUe Bheel,Buns312,Alex dM.VA22314. Temps. FL 36610 Job russ Truss Type Dty Ply J37731-Hometech ContraCloM-1553Model T16879964 J3773t MVB Valley 1 1 Job Reference o tional East Coast Truss, FL Pierce, FL 34948 5.240 sOBC 62019MI l eM Inc UGMes, IpG Inu Apr ZDU>:91:UDZUl9 2 3 2x4 i 2x4 11 Scale=1:17.8 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) VtleO L/tl PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) n/a - Na 999 BCLL 0.0 ' Rep Stress Ina VES WB 0.00 Horz(CT) -0.00 3 n1a nda BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight: 211le FT=0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=236/6-0-0,3=236/6-0-0 Max Ho¢ 1=135(LC 5) Max Uplift 1=-61(LC 8), 3--70(LC 5) Max Grav 1=236(LC 1), 3=252(LC 13) FORCES. (III) -Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- I 1) Wind: ASCE 7-10; Vufl=170mph (3-second gust) Vasd=132mph; TCDL-5.Opsf, BCDL=3.Opsl; h=15ft; B=6411; 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 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 rn between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) t, 3. %%PILIUS,(F� GEN& No 34869 ' %tt\'.4OR\0j\% /0NA� E�``� Julius Lee PE NB.34869 M1Tek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 ®WARNING- Vmifydmrgnparamemrs and READ NOTES ON THISAND INCLUDED MITEK REFERENCEPAGE MII-7473 rev. 10MMOIS BEFORE USE. wwww Designvalil for use aVwhh Mneldisconemiat. This design Is based arty upon parameters shown, and Is foran IndMEuM Wilding camponent not a truss System. Before use, Me building desgner musiverlN the applimbifty oidesign Par m rers and property mom,norde this design lme Na owned buildN9dmign. Bracing lndkaled is to Widding of Individual tree web andlM Nord members only. ADDWonaltemPoreryandpemmnenlbracing M!Tek• presets Is always required for slabltiy and to prewrd colmoo wCh passible personal iyury and property damage. For general guidama regarding in. fabdcellun, storege,deMery,endClon and bredng Of vases add buss syMem9.see ANSIrPtf Quality Cdbdw, DSB­8e end SCSI Building Component E14 Parka East SM. and ylnfofmngon mbbWe Tmss MWe lnsWme, 218 N. Lm SaeM. Sude 312 Al dda. VA=14. Tampa, FL sect Job Truss Truss Type City Ply J37731-Hometech Contractors.1553MWel T16879965 J37731 MV8 Valley 1 1 Job Reference o tional East Coast Truss, Ft. FlerCe, Yl 6499ti II.24U 5 we. b 2Ule MI I ex mousVles, Inc. I nu Mprza Uo:q,VJ zVIII rage I ID:Azwe9kOgy8 eM3Oterg%ulzCHT04hNmTymGsgicF_6Fk3WOT kG637BBRRxFcHwVBZNGtl_ 3 Scale =1:22.9 5 4 2x4 i 1x4 II 2x4 II LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (too) Well Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a - Na 999 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a - n1a 999 BCLL 0.0 Rep Stress Ina YES WB 0.06 Horz(CT) -0.00 4 Na n/a BCDL 10.0 Code FBC20177TP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=116/8-0-0,4=141/8-0-0,5=394/8.0.0 Max Harz 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. (Ib)-Max. CompJMax.Ten. -All forces 250(I1B) or less except when shown. WEBS 2-5=321/171 PLATES GRIP MT20 244/190 Weight: 3116 FT=0 Structural wood sheathing directly applied or 6-0.0 oc pur ins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsh BCDL=3.0pst, h=15ft; B=64ft; L=2911; eave=ift; Cat II; Eip 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 aboutits center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcurrem 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 100111 uplift at joint(s) 1, 4 except qt=lb) 5=154. i No 34869 * �p'x S/0NA%- alp`♦♦ Julius Lee PE No.34869 MITek US& Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 ®WARNING-Vedfy design parame(ers and READ NOTES ON MIS AND INCLUDED MITER REFERENCE PAGE MU-7413 rev. IMMOIS BEFORE USE. Sea— Design Veneta! use enlywNl MlTek®conrledOR.Wede5lgn Is based only upon parameners.how1. and le Mran Individual GYIIding car onenl, net a Musa ryuem. Before use, tM bullaing designer must vedymo appgubdiy, of tlesign pammeters and propedy lncalp4rate MIS desgn into the overall bwldingdesign. Bredng Indicated is to premrt Madding of MEMdual tress web motor Nord members only. Additional temporary and permanent bracing M!Tek' is always requ'ued for Mebiltly and to prevent mgapse wdh possible personal Injury and propeM Manage. Forgenern guidam. neganarg 0e fabricslion.doraga,deUvl,emdlanwdbmdrgaf WsmsaM sssy9ems,me ANSUTPI1 Quality Crame, DSBA9 and SCSI Building Component 6904 Parke East Bid. Gererylnlormaf/on available Imn Tmss Plate Institute. 2le N.lne Sireel, Suge 312. Alexentlru, VA22314. Tampa, FL 36610 Truss Truss Type pry Ply J37731-Hametech Contractors-1553 Modal T16879966 LJob J37731 V4 Valley 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL3 Wtb 2x4 i 8.240 6 DeC 6 201U MI I eM mausmes, Inc, Ina Apr Zb ub:41:Ub 2me Pago 1 ID:Azwe9kD9y8_eM30terg%ulzCl4ToJWV Wudn WOSyKVHGdsUZuYPphNs7fLpEiwmlZ3zNGcy 3x4 = 2 2x4 1 some -1:7.7 LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (lac) Bdeg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.06 Ven(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Ven(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hoa(CT) 0.00 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: ll lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.. (lb/size) 1=124/4-0.0, 3=124/4-g D Max Ho¢ 1=20(LC 6) Max Uplift 1-35(LC 8). 3-35(LC 8) FORCES. (Ib)-Max. CompJMax.Ten.-Allforces 250(I1b) or less except when shown. 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.Opsh h=15ft; B=64ft; L=29ft;,eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL-1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord hearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom cho rd and any other bers. 7) Provide mechanical connection others) of truss to bearing Plate capable of withstanding 1001to uplift atjoint(s) 1, 3. �``p,`��UUS, [F� :. SF., No 34869 a c�.0 R 1 Q p C?�=`�` gs;0NAl Julius Lee PE No.34869 MITek USA, Inc. FL Ced 6834 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 &WARNING- Vwify Cesign,ramolers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7413 re¢ 10,0=015 BEFORE USE. Design valid for use onywdh MTekW cameCom. This design Is based any upon parameters shown, and is for an individual budding component, not a truss system. Befom use, the building designer must warty Ole app6cabiNy of design parameters and properlyinomporde Ws deals, bdothe overall bvildingdeslgn. Broclag imicated is to prevent bustling of IMIMMAI Muss web andlor Nord member any. Malonallempomryendpermaneolbmcing We[( Is always required for Memo, and to Movem Whose with possible personal injury and property damage. For general guk ana regaining the Labrador. noaco.d.4way erodlon and bradtry 0 Muses And buss syMms,see ANSUTP110ualify Ended.,DSB-daend BCS1 BuflOing Component B9M Parke East BW. Saferylnformadon aveiNble eom Tmss Plate InWU e.218 N. Lee Street, Sude 3lZ Nexandda, VA 22314. Tampa. FL 36610 Job Truss Truss Type Cry Ply J37731-HometeM ContradoM-1553 Model ' T16879967 J37731 V4A Valley 1 1 Job Re/Brenta Lop Tonal East Coast TWSS, H. Vance, FL 44a9C 3x4 = 2 2z4 i O.Lau a ueG O LU IO Nil I UR IUUuiuld>, 11 U. I llu Wit cU w.-I l.w cu - 2x4 1 Scale =1:7.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Verf(LL) Na - Na 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Ven(CT) n/a - Na 999 BCLL 0.0 ' Rep Suess Inu YES WB 0.00 Ho., C 0.00 3 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 111b FT=0% LUMBER. BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=128/4-1-0,3=128/4-1-0 Max Horz 1=.21(LC 6) Max Uplift 1=-36(LC 8), 3=36(LC 8) FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250 Ile) or less except when shown. 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=15g; B=64ft; L=2911; eave=4g; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); can8lever 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) Gable requires Continuous bottom chord beading. 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) 1, 3. `,,,%%%;J4IUSr ('p fie. No 34869la ' 0 : •�U S.c0RIVst��,: /ONA,01, Jullus lee PE No.34869 MITek USA. Inc. R. Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 &WARNING- Verifydesign Pa2mMera and READ NOTES ON THIS AND INCLUDED MITFx REFERENCEPAGE MII-7473 mv. 1M0312015 BEFORE USE. Design valid brans arty WGh MRe%®cormea OR. THIS design Is based only usual parameters shoran. and Is kren Individual building Central no aaaaar • a bass system. Before use, the building designer must wrifythe appllublay oldolgn parameters and pmpery Inooryomte this deep iMo the owmll bupdingdesign. BmcNglMiutatllslopreveMbuUJngMMdMduelWaswebenWarUloMmemdersany. AddeanaltempaaryMMpermeneMlanum, MiTek' Is.Avays measured for sta011Ry and to pmwM Collapse wed possible rersoul rjal'and pmpedy damage. For genmsl guidance n gardirg the labduaon, Moraga,derlwry,ereNan antl bmringM Wasea eaq buss systems,see ANSg IDunIiy CMede,DS"9and SCSIBullding Component ee0l Parka East Bird. SeAdyknormstlon avaiable ham Tuns Plate Ins al 218 N Lee Streit, Sdo 312, AdrenMia, VA22314. Tampa, FL 36510 Jab s Tmss Truss Type Oty Ply J37731-Hometech Conhactors-1553 Model T16879968 J37731 8 Valley 1 1 Job Reference (optional) bast Coast Thiss, FL Pierce, i'L J4eg0 tl.Z4U s Lidoti LUItl MI I eN mau5P1e5, Inc. I nu Apr zo Ua:9l:u ZUItl raw I ID:Azwe9k09y8 eM30tergxulzCHTo-9G3u6za6914B6RrpOC475dMo)Gl4OoONxaM5MNGcx 2 4x4 = Scale=1:15.1 4 2x4 G 1x4 II 2x4 Q LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (too) Udell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Veri(LL) Na - Na 999 TCOL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a - Na 999 BCLL 0.0 Rep Stress Ina YES WB 0.04 HOrz(CT) 0.00 3 me n/a BCDL 10.0 Code FBC2017/rP12014 Maii LUMBER. TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=139/8-0-0, 3=139/8-0-0, 4=331/8-0-0 Max Horz 1=-50(LC 6) Max Uplift 1=-46(LC 8), 3=-46(LC 8), 4=77(LC 8) Max Gray 1=140(LC 17), 3=140(LC 14), 4=331(LC 1) FORCES. Ile) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. PLATES GRIP MT20 2441190 Weight: 25 lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. 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; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=3.Opsf; h=1511; B=64ft; L=29rt; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); canal ever left end 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 nonconoument 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 Ill uplift at joints) 1, 3, 4. `11111111 ,, R% Julius Lee PE No.34869 Mirek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: April 25,2019 ® WARNING -Verity design paranrelera and READ NOTES ON THIS AND INCLUDED MUEN REFERENCE PAGE MU-7473 rev, f0/o3/2015 BEFORE USE. aaaa Design vadd for use onywab MlTekes, cC(mecters. This design Is based any, upon parameters shown, and later an IMividual building Cagliari ned ME a truss evil Before use, the Will designer must ver "s, app5cabilay of design parameters and properly Incorporate this design he Me overall buiidingdesign. Bracing indicated is to prevent Well of Indiddual Waa web ladlorchord members only. AddNonNWMomryarW maneMdacmg MiTek' is aNiey9 required rot MebilM end to prevent co0apso wab p0ssl01e persorul INwy and propeM tlamage. Far ganaral guidance rage dirg Iba fagirslion.storage, deWew, eredbn and Wool grousing and buss Syrians. We ANSUTWr Quality Cdreda, Di end BCS/ Building Component 6904 Parks East BIM. Sarey/nyormaaor available bmrl Truss Porte Institute, 218 N. Lee Street. Bulls 31Z Nexandris VA2a014. Tamp; FL 36610 F Job , Truss Truss Type pry Ply J37731-Hometech Contractors-1553 Model T16679969 J37731 12 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 d.�Rusoec Azma m,IeK mousmns, mF ,na ry„ow.r cur rare regal S.I. -1.21.5 40 = 2 39 1x4 11 3x4 1 12-0 LOADING (psq SPACING- 2-0-0 CSI. DEFL. in (loc) III L/d PLATES GRIP TCLL 20.0 Plate Gap DOL 1.25 TIC 0.75 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) rua - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.08 Horz(CT) 0.00 3 n/a Na BCDL 10.0 Code FBC2017/TP12014 Mmdx-S Weight: 391b FT=0% LUMBER. BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc putters. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 Be bracing. OTHERS 2x4 SP No.3 REACTIONS. lialsize) 1=221/12-0-0.3=221/12-0-0, 4=528/12-0-0 Max Horz 1=79(LC 6) Max Uplift 1=73(LC B), 3=73(1_C 8).4=122(LC 8) Max Gran, 1=223(LC 17), 3=223(LC 14), 4=528(LC 1) FORCES. (Ib)-Max. CompJMax.Ten.-Allforms 250(Ib) or less except when shown. VVEBS 2-4=-365/140 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.Opsf,, h=15ft; B=64ft; L=29ft; eave=4ft; Cat. 11; ESP B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and Tight exposed ; end vertical left and fight exposed; Lumber DOL=1.60 plate gap DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about 8s center. 4) Gable requires Continuous bottom chord bearing. 5) This truss has been ned for bottom chord load nt with ve loads, other (rectangle nwhere IIII Pat l ve y live % "-s- \'- '3LI load of 20.Ops on.0 6) Th s truss has been deisigned for the bottom chord in all areas a 3-6-0 tall by 2-0-0 wide ,�S, t J F� �i� will fit between the bottom chord and any other members. %% *\ C E N,9 *'. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3 except (jl=1b) ��� F ,i 4=122. 1�0)34869 )R1� N AL Julius Lee PE No.34869 MDek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 &WARNING -Verily dwU1n1namerw. and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMll4473 rev. 1=34015 BEFORE USE. Design wild brus, onywM MnekW Cmmepon. This design Is based Any upon parameters shown. and Is for en Ins iudual b,Ndi g wmpone u, not 11' aM Inwmorele Nis design IMANe ownll atruss "am. Before use, die building designer must wdfy" epperzbeay ofde up parameters and propmy buildingdesiga. Bracing iMkated Is 10 pwAml bucking of NtlMdual truss web andlor omal members only. AnditioneltemponryendpmmarranAm in, MOW Is always required for slabildy and no prewnt weaned war possible persolul I" and propaM damage. Forgeneal guidrux. regarding the bankersn,reamers. deMery, eredkn and bmdng oftrusses and buss systems, We ANSM11 County afeda, DSBAB end BCSl Building Component 6904PaAe FastBM. SeAnylnrarm uffm aweable horn Truss Plane Insrdune, 218 N. Lee Sam. &Is 312 Asmara, VA=14. Tampa, FL 3W10 Job I Truss Truss Type OIy, Ply Contractors-1553 ModelT76879970 J37731 CJ1 JACK -OPEN 18 1b L7731-Hometech Reference (optional) Last Goast lNSs, ". Ylerce, YL oaU'I. O.LgU 6 UEL O 1.IO.1.Ox ,...SYISS, rrIG. r Vu 1 <a ua.Y 1. W Ly ly LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (roc) I/de0 L/d TOLL 20.0 Plate Grip DOL 1.25 TO 0.24 Ven(LL) 0.00 5 >999 240 TCDL 15.0 Lumber DOL 1.25 BC O.D4 Ven(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017r P12014 I Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=7/Mechanicel, 2=214/0-7-10, 4=-25/Mechanical Max Horz 2=63(LC 8) Max Uplift 3=-7(LC 1), 2=150(LC 8), 4=25(LC 1) Max Gmv 3=18(LC 8), 2=214(LC 1), 4=35(LC 8) FORCES. lb) - Max. Comp./Max. Ten. -All fatten 250 (lb) or less except when shown. Scale = 1:7U PLATES GRIP MT20 2441190 Weight: 51b FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 0.11-4 0o punins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuB=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCD1_=3.Opsh h=15ft; B=64ft; L=29ft; eave=4ft; Cm. II; ESP 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 condRions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girders) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) 3, 4 except Ut=lb) 2=150. S �FF .`�%,s G EN SF �\ 34869 Julius Lee PE No.34869 MUek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 &WARNING -Vedey d.sMw Para... &ed READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0I7473 rev. 90N3R015 BEFORE USE. Design valid for use onywM MmekbonaI airs. This deegn is Cased only upon parameters shown, and is for an individual WR11M component, not waaw ��**ee 321 paa a MISS system. Bella use, the bWNing designer mytt must vedxf applicab0dy ofdesign metem and pmpeny Nmlpoode Nis design late Me overall buildingdesign. Badng indicated IS to peavent buNding of lndMdual Mass web Grldrer choN membepony. Addeional tempoary elW permanent bracby MiTeK is Seines required for Steady and to prevent collapse wM possible "Meal INuryand penalty damage. far general guldance regarding the fabrication, stowage, defivery, eraamn and among oftmsees and Cuss systeme. xa ANSVIPH Dooley CNLerta, DSB49 and BC51 Building Component 6904 Parka East Blvd. Sabylnrmmaflon evagabla Lan Truss Plale lnsteute, 31B N. Lee Slreal, 5utle 31]. NexandRa. VA P2a14. TaWa, R 36610 Job • Truss Truss Type City Ply J37731-Hometech Contractors-1553 Model T16879971 J37731 ZCJ3 JACK -OPEN 12 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8,240 s Dec 6 2018 MTek Industries, Inc. Thu Apr 25 05:41:07 2019 Scala=1:12.7 2.114 LOADING (psi) SPACING. 2-0-0 CSI. DEFL. in floc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.24 VerI LL) .0.00 4-7 >999 240 MT20 244/190 TOOL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 me n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -MP Weight: 12111 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural Wood sheathing directly applied or 2-11-4 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=75/Mechanica1,2=251/0-7-10,4=31/Mechanical Max Horz 2=103(LC 8) Max Uplift 3=36(LC 8), 2=117(LC 8) Max Gmv 3=80(LC 13). 2=251(LC 1), 4=50(LC 3) FORCES. (lb) -Max. CompJMax.Ten. -All forces 250(Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=5.Ops1; BCDL=3.OpsY h=15ft; 3=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 COL-1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) 3 except OW III 2=m. P16w%_Ius (FF �i��� N 34869 ✓y1 111111111011.11 Julius Lee PE No.34869 MRek USA. Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: April 25.2019 ®WARNING -Verily de dgaperamelm and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE M147473 rev. 1010L30IE BEFORE USE. Design Void forusa onlywah MTek®conneders. TNs design la broad only upon pammeers shown, and is for an Individual buildbp cem eadarK nth a Wss system Before use, are bulidmg deslgnermuslvemythe apparabildy ofdoup parameters and property taxonomies MIS design Were, overall buildingdesign. Bracing Indicated Is to prevent budding of NdMdualwss web anther Nord members o*. Addiieneltempandyand,ammer.draiing MiTek• Is always required for deo fty and to prevent celapsewBt possible personal Inlay, end property damage. For general guidance regerdimg the fabriwllon,usage. dervery,eredbn and bmdmg trousers and Miss systems.ore ANSWRI DuaBry Cdhda, DS849 end SCSI Bufi Component 6901 Parke Fast BM. SolarylMormaaon eva0apk from Truss Plata Institute, 210 N. Lee 6baN, 9utle St; Naxendda, Vgi231A. Tampa, FL Seat Job , Truss Truss Type Oty Ply J37731-Hometech Contreciors-1553 Model T76879972 J37731 ZCJ3ST Jack -Open 2 7 Job Referents (optional) test coasttruss, rL Hence, rL doe . a.z4a a Uec b Lma mu eK mausmes, Ina. I nu H r ZO Ua:413N Lmtl fd Scale =1:12.7 z.7-10 LOADING (psD SPACING • 2-0-0 CSI. DEFL. in (loc) Vde8 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.24 Vert(LL) -O.CO 6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 0.04 Vert(CT) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Inns YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Mabix-MP Weight: 14 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=67/Mechanioal, 2=251/0-7-10, 4=39/Mechanical Max Hoa 2=103(LC 8) Max Uplift 3=-37(LC 8). 2-118(LC 8) Matt Grev 3=71(LC 13), 2=251(LC 1).4=58(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shaven. Structural wood sheathing directly applied or 2-114 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vul1=170mph (3-second gust) Vasd=132mph; TCDL=5.OpsY BCDL=3.Opsf, 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 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 pat bottom chard 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 5 6-0 tall by 2-M wide Will rd 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 except Ut=lb) 2=118. ,`IIIIII1111//c��,, ,,% P%_IUS L`F III ONo 34869/� iS1ONAI-e %%% 111111100 Julius Lee PE No.34869 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 &WARNING-Verilylesi9nparamerers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU7473re¢ 10/0320IS BEFORE USE. Design valet for use onywW MTek® connectors. TNs design Is based a* we parameters shown, and Is for an bei,eluM looking cumponeM, not a truss system. Before use, Me bMedhg designer musrvaWy Me applicability of design parameters and properly Noolporele Nis design bdotbe ororail buifoengdeslgn. Bracing Indicated la to buckkng oflndMduae truss web andior Nord members only. Addsonalfompamyeal,wroanertbradmg _ MiTek prevent Is always required for slabeiyand to prevent wilapse wan possible personal lahey and property Marengo, Forgeneralguedanceagarding Ne fabranon, Manage. delivery. erection and bracing afausaes and truss systems.see ANSITMr Ovagy Cdroda, OSB49 andBCSI Building Componeerr 8904 Parke East Bfrd. Saleryln MMob0n mbbeeaom Truss Plateensttute,21a N.LeeS M,Sate312,Alesandda,VA22314. Tampa,FL 36610 Job ., ruts Truss Type Oty Ply J37731-Hometech Contractors-1553 Model T76879973 J37731 CJ5 JACK -OPEN 8 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x4 = 8.240 a Dec 62016 MiTeR lnaustnes, ma mu Apr 25 ub:41:ub 2me rage ID:Azwe9k09ye eM30tergxulzCHTo.WBfXfgOhNKVMI_C%c6bA2R4B4fBsiZ90u7hAOzNGCv Scale-1:17.6 LOADING (psp SPACING. 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.53 Veri(LL) -0.02 4-7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.06 4.7 >984 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 18111 FT=0 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/Mechari cal Max Ho¢ 2=144(LC 8) Max Uplift 3=76(1_(C 8), 2=122(LC 8) Max Grav 3=153(LC 13), 2=331(LC 1). 4=90(LC 3) I FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING. TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wmd: ASCE 7-10; Vu8=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf BCDL=3.OpsC h=15tt; B=64R; L=2911; eave=411; Cat. II; Exp B; 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 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 far these factors. 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrenl with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-"wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift atjoint(s) 3 except Qt=lb) 2=122. 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. :• No 34869n •:• R\0 Jullus Lee PE No.34869 MBek USA Inc. FL Can 6634 69% Parke East Blvd. Tampa FL 33610 Date: April 25,2019 &WARNING- Verify EesfgnpnameMn and READ NOTES ON TMS AND INCLUDED MITEN REFERENCE PAGE MIA703 rev. ICV31015 BEFORE USE. DeslgnvelW foruse onywan Wek®onnneotors. This design Is based any we parameters shown, and Is for an IdIA1.al bulldlg coontRonent, net a Wss system. Before use, and budding designermuslvedyme appbadbilay oldesign parameters and prepedylmryorAe mis design Inc the most buildingdesige. Brdalgldiaatedlslopmwnlbua gefOdMdualW6swebMWWOONmememwt,. AldlllonMlemporarpandpermaneMbradng ��-��•��Y M!Tel( Is always required for Stability and to preens Condone with Possible personal lNwy and properly lasses. ForgenerelpuldanceregeMirgthe fabdoadOn. florege, dollvery, erection and breUlg oftrusses and truss SWAM am ANSWP11 Quality Cllleds, US"9 and SCSI Building Component e9o4 Parka East BIM. Sa"Iniswunh.n awbbkfrom Tuts Rg.Ini Ua .218N.Leea W,BWe312,A.ndM.VAM14. Tampa. FL MID Job , Truss Truss Type ay Pit,J37731-Hometech Contractors-1553 Model T768)9974 J37731 ZCJ5T JACK -OPEN 2 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34945 W = 6.240 a Use U ZUtu MN eK mausules, Inc. I nu npr La UD:41:Uu ZVIU rage 1 Scale =1:17.6 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip COIL 1.25 TC 0.84 Veri(LL) 0.07 8 >814 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.31 Vert(CT) -0.14 8 -418 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.03 Horz(CT) .0.07 6 Na n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 22 lb FT=0 LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural mod sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (Uhhoze) 5=193/Mechanical, 2=331/0-7-10, 6=121Mechanical Max Hoe 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. (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; SCDL-3.Opsf, h=158; B=64tt; L=29D; eave=4tt; Cat. II; Fxp 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcunent with any other live loads. is truss has been designed for live load 20.0psf the bottom in areas arectangle 3-6-0 tall by 2-0.0 wide a of on sham all where Ihrd U _WSy will between(; bottom chordd any othermembers L§� 6) efer to truss ,%%Ot , E ���' 7) mechanical Connection (by others) of truss to bearing plate capable of withstanding 100111 uplift atjoint(s) 5 except Ut=lb) :.��G INS�.,.. 2-122e 8) This truss design requires that a min'anum of 7116" structural wood sheathing be applied directly to the top chard and 1/2" gypsum `�� • KI-34869 sheelrock be applied directly to the bottom chord. * : ' yam/ ///�; OR% Julius Lee Lee PE No.34869 MITek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev, 10/0312019 BEFORE USE. Design veld! for use ontrwbh MTek®eannectars. This design Is based onty upon parameters shown, and Is for an IrMiNdual balding compomnt not a buss "War- Before use, the butd rig designer must witty to applicabllay of cosign parameters and pmpeMincoryarete Ws design Into Ue aHran buildogdeeign. BmchghMkaledl3lopmwMburlhgofhdMdualWswOmWorCoMmembersmht. M4aWnalWWoMgandpamlaneMb=drag � MITeW W alaosp required for stubinn, and to prewrd wAapsewbh possible personal Injury and properly damage. Forgeneral guWao . .ducting Ne fabdraaon,gomge,dal N.emd nandbmdn OWSWSBMUuss$Wems,see ANSUTPN Duality Cruedo, DS849aga BCsl Building Component GSO; Parke East Bad. Sairetylnrormadon a.bbWfrom TrussR InMWR .2laN.Lee MMM,Subs312Alekandra.VA22314. Tampa, FL 36610 Job. cuss Truss Type Qty Ply J37731-Homelech Contractors.1553 Model T76879975 J37731 EJ3 Jack -Open 2 1 Jab Reference joptionaft East Coast Truss, Ft. Pierce, FL 3 Ibgb 5.24U 5 UeC 62QJa MI I eK Inauvir eS, ma. I n0 q T Za US:41:U9 2U19 Scale-1:12.8 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Won Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Ven(CT) -0.01 4-7 >999 180 BCLL 0.0 a Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 12 lb FT=0% 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 Greg 3=77(LC 1), 2=253(LC 1), 4=52(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING. TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vesd=132mph; TCDL=5Dpsf; BCDL=3.OpsY h=15ft; B=64ft; L=29ft; eave=411; Cat. 11; 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 OOL=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 chard 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 (jt=lb) 2=160. ,,���`�VLIus tiF ���i % %` gF., No 34869as ////�� ' n r * Y a«* )Rtt NAI- Julius Lee PE Na.34869 MiTek USA, Inc. FL Can 6634 6904 Parka East Blvd. Tampa FL 33610 Date: April 25,2019 IN WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11II9471 rev. fGA034I01513EFORE USE. wenew Design valid for use onywah MITeM mnnemgrs. Tbis design Is based ony upon parameters levies, and Is Wan IndiMdual Wndi g compommL no M[ a Miss system. Before use. Ore building designer must witty Me appecabilly of design parameters and property lnarporne Ws design he We overag buildingdeslgn. Bmcbglrldicmedistoburblingofin hidualtmssweb andlarchammembers only. Addnon.1wm mryandpermanembracing MiTek- prevent is always required for deblay and to prevent coeapsa with possible personal nary and property damage. Far generm guldmvice regaining the ramitatlon,storage, daavary, eremlon and traWg N"Was and buss systems, We ANSITT11 Qualify CNMrla, Dibi and Best Building Component 6906 PaAe East BM. Sarerylnrormalan mflaWeham Truss Peale IngWe,21eNLeeeW Bubo312,Alexandria,VA22314. Tampa, FL 36610 Job . rvss Truss Type 0ty Ply J37731-Hometech Contractors-1553Model T76879978 J37731 ZEJS Jack-0pen 3 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.240 a Dec 6 2018 MiTek Industries. Inc. Thu Apr 25 05:41:09 2019 Page 1 ID:Azwe9kG9y8 eM3GtergXulzCHTo- rllk?r1S9Smz ZOSKdgF FhU?EbgopdYkFimNGw I -112 5-0 14so-o Scold =1:17.8 2x4 = so-o LOADING (pat) SPACING- 2-0-0 CSI. Di in (too) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Veri(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.06 4-7 >946 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 HIoR(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 1811b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (Ib/size) 3=147/Mechanical, 2=334/0.7-10, 4=62/Mechanical Max Hoa 2=145(LC 8) Mm Uplift 3=89(LC 8), 2=195(LC 8), 4=-58(LC 8) Max Grav 3=147(LC 1), 2=334(LC 1), 4— 1(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(to) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=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., GCp1=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 DO1_=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 bait 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 bottomwill fit between the members. 6) Refer tog rder(s) for tru s to truss connections. \30uS 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) 3, 4 except gt=lb) 2=195. ' F•''. 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 direct) to the bottom chord. pp y No 34869 c;0RIOP:��O•` aS ONA11 Jullus Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 ®WARNING- Verdydesl9nparari and READ NOTES ON hoS AND INCLUDEDMITEK REFERENCE PAGE AW-747 rev. idroMOVIBEFORE USE. Design valid for use only with MRels®rmnenon. This design Is based only upon paamelea shown, and is for en individual building component. net waaw MY F a Investment Before use, the bugding dealgner must wary me aPlaoebuy iddmign parameters and propeMlecorporde this cion, mi tim owall bulMingdealgn. Bracing Indicated la to prevent Welding of Individual Was web andlor shon members only. Addabnal lemponryaM permanent bracing MiTek' Is always regulrod for Call and to pawn collapse wM possible personal lNury, and Property damage. Forgenaralgudarderegardllm Me fabAraOon, sloage, tlativery, eadbn antl baWgof Wsse9aM Wsa system;ue ANSVIP11 abov, admire, DSB-B9 and BCS1 Building Component 6904 Parke East Bh2. Saferyfnrormmlon evapAbfo hoot Tmss Mato InsNma, 21a N. Lee Street, Suds 512, Aleaantlda, VA 22314. Tampa FL 36610 Jobs Truss Truss Type Oty Ply J37731-Hometech ConUeclom-1553 Model T16879977 J37731 ZEJ7 Jack -Open 20 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Dec 62018 MITek Industries, Inc. Thu Apr 2505:41:1021319 Pagel ID:Azwe91k09y8_eM30lerg%ulzCHTO.211PxLdD_adb38M183FTWOStEFKC2z CUoEHzNGd -1-0-0 7a0 t4-o I Tao Scala=1:23.6 3x3 = Plate Offsets (%,Y)— 12:0-0-12.Edge) LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) IldeB Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.70 VerftUQ 0.10 4-7 >834 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Ven(CT) -0.24 4-7 >346 180 BCLL 0.0 a Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 24 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/s¢e) 3=217/Mechanical, 2=420/0-7-10, 4=861Mechanlcal Max Holz 2=186(LC 8) Max Uplift 3=116(LC 8), 2=133(LC 8) Max Grav 3=229(LC 13), 2=120(LC 1).4=127(LC 3) FORCES. (to) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=3.Opsf, 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabdcatorto 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 lost bottom chord live load nonconcurtent with any other live loads. 5) a This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 to uplift at Joint(s) except Qt=1b) 3=116, 2=133. 8) This truss design requires that a minimum of 7/16a structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheelrock be applied directly to the bottom chord. \\II I I I lot,,,I � ,,,�V�.IUS C E IV SFa * 348 69 . Julius Lee PE No.34869 MRek USA. Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 ®WARNING -Vedry deslpn parameters and READ NOTES ON THIS AND /NUUOEO MITEK REFERENCE PAGE Ml4]OLev. 10/OL3015 BEFORE USE. Design valid ionise only an MITelstc nneGiOR. 7rhl3 design is b85ed onF/ apOn pa2met0R sI1 VNn. Bnd 8 r8! 8n InQIV'Ju61 EY IE ng ComponOnt, nM 8ims9 System. Before see, the boxing deSignermuit verrytbe epp9nrbiRy Mdeagn parameters and proper, mampmme Nis design interne overall bulldNgdesign. Brecxg Indicated le to prevent excell of NdMduel Wss web andfor Nord members only. Addeionaltempareryandpennanerdbramg M!Te1C is always required for stainny and to prevent collapse wM poseble personnel iNwy and propedydamega. For Aeneratguldanceregarcingthe lebdtagon, storage, delivery,erection a,x bmdlg of Wsusentl Wss Systems. bee ANS1,701 Quality CMeda, DSB-e9 and SCSI flooding Component 6904 Parks East Blvd. Sefarylsdorawwo aWflable bom Tmss Rafe Insxxe, 21a N. tee B cod, a e 3lZ Alaxandna, VA22314. Tampa. FL 36610 Job s Truss Truss Type pty Ply J37731-Hometarh Contractors-1553 Model T16879978 J37731 ZEJ7T Jack -Open 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34945 8.240 s Dec 6 2U1a MI I eK Industries, Inc. I nu Apr 2b Ub:41:1U 2uiv Page 1 ID:Azwe9k09y8 eM3ptergXulzCHTa-211P%LrfD_adb38bfl83FTWNktCrKc6zsCUoEHzNGct .1-0-0 2-7-10 3-7-10 TM 1-0-0 2-7-16 1 1-0 3-0 I 2x4 = 3x8M18SHS i Scale=1:22.9 LOADING (psf) SPACING- 2-0-0 CS'. DEFL, in (loci Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.18 7-8 >451 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.34 7-8 -246 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Ina YES WB 0.06 Horz(CT) 0.01 6 n1a nm BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 281b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.3 BOT CHORD Rigid Ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (I olsize) 5=219/Mechanica1, 2=420/0.7-10, 6=83/MechanimI Max Hoa 2=186(LC 8) Max Uplift 5-101(LC 8), 2-133(LC 8), 6=-12(LC 8) Max Gmv 5=231(LC 13), 2=420(LC 1), 6=100(LC 3) FORCES. fib) - Max. Comp./Max. Ten. -All forces 250 (IT) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=3.0psf; h=15ft; B=64ft; L=29ft; eave=4ft; Cat. 11; Exp B; Encl., GCpl=0.18; MWFRS (directional); Cantilever left and right exposed: end vertical left and Tight 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 8s center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent with any other live loads. 6) -This truss has been designed for a live load o/ 20.Opsf on the bottom chord in all areas where a rectangle 3-641 tall by 2-0-0 wide will 8l between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) o1 truss to beating plate Capable of withstanding 100 Ib uplift at joint(s) 6 except Ut=lb) 5=101, 2=133. 9) This truss design requires that a minimum o/ 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,%%%����VLIUSa . GEN, SF' . � No 34869//�� n* .SIONA� 0%%'11 Julius Lee PE No.34869 MITek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R. 33610 Date: Apri125,2019 WARNING - Verify daagnparamemrs and READ NOTES ON THIS AND INUUDED MITEN REFERENCE PAGE WAT473 rev. MdUaO15 BEFORE USE. * �e Design valid for use only with MneWCOMMeO rs. TNs design is based only upon parameters shown, and is Ira an incMduel building component, not But a buss system. Before use, Gasbuiding designer musivedythe applicability sideslip parameters and property hom,,sale Otis design Into Me overall bUldingdealgn. Bracing indicated is to buckiingofindividual truss web andforchoNmembersonly. Addnionaitemporsryergpeima anlbracing Mffek prevent Is always Rxulmd for stebliM1y and to preveN casapse wM possible personal Moir and property damage. For general guldame regaid'vg brie fabrication. Storage, delivery, erection and braWg oftusaes and Man systems,see ANSM110ue14added., DSB89 antl BCW evading Component 5904 Parke East abd. e SeMfysdawade. evaeeDla from TNsa Plate InstaNe, rate N.lxa Street, Suke 312, Alaandda, VA 22314. Tampa, FL Seat Job v rvss Truss Type Ory Ply J37731-Hometech Contractors-1553 Model T16879979 J37731 ZHJ3 Diagonal Hip Girder 2 1 Job Reference a tional East Coast Truss, Ft. Pierce, FL 34946 8.240 s Dec 62018 MiTek Industries, Inc. Thu Apr 25 05:41:11 2019 Scale=1:12.6 4-2-3 LOADING fast) SPACING- 2-0-0 CSI. DEFL. in floc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.03 4-7 >999 180 BOLL 0.0 ' Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 2 Tire rda BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 16 lb FT=Oak LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (fir/size) 3=82/Mechanical, 2=248/0-10.7, 4=17/Mechanical Max Harz 2=103(LC 8) Max Uplift 3=-66(LC 8), 2=269(LC 8), 4=-56(LC 5) Max Grew 3=94(LC 28), 2=277(LC 28), 4=46(LC 3) FORCES. (lb) - Max. Camp./Max. Ten. -All forces 250(lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=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; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle S-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 (t=1b) 2=269. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 106 Ito up at 1-4-15, and 68 lb down and 106lb up at 1-4-15 an top chord, and 72 lb down and 53 lb up at 1-4-15, and 72 Ib down and 53 Ib up at 1-4-15 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 (pip Vert: 1-3=70, 4-5=20 Concentrated Loads (lb) Vert: 8=88(F=44, B=44) 9=70(F=35, B=35) `,������........... .lUS� REF , 34869 Julius Lee PE No.34869 MITek USA Inc. FL Can 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: April25,2019 &WARNING -Verily deslgnparammars and READ NOTES ON MIS AND INCLUDED MITEKREFERENCE PAGE MIA7473rev. IMM015 BEFORE USE. Design valid for use oolyw in MTekrp Connection. This design is based only upon Parameters show. and is for an ledyjual bulling oomp met, not a truss system. Before sea, the budding designermust verify the applicability of design parameters and popery incorporate We design Rothe Manel bulidingdeslpn. Brsdngindicated is to MlEMdual Wss web and/achennembers my. AdmionaltmMadery eM permaneMbrecing MiTek' mandlbucking Is always axansd for stability and to prevent Collapse with pose) personal lyury, and property damage. For general guidance regarding me fdricAm,Varna. deNrery,emetlon and bmdtg of busses and buss syname.sea ANSIRPTI Duality Drivers, DSBa9 and BCS1 Building Component 6904 Parke East LIMA. SetaylatermNon Mflabte hwn Tmss Plata In R 0, 219 N. Lee greet, Burg 312, Alexandria, VA22314. Tampa, FL 36610 Job 1 ruse Truss Type 0ty Ply J37731-Hometech ConUadom-1553Model T16879980 J37731 2HJ5 OiaBonel Hip Girder 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.240 s Dec 62018 MITek Industries, Inc. Thu Apr 25 05:41:12 2019 Page l ID:Azwe9kO9y8_eM30terg%uizCHTa_00AMONlbgKrMIMSBXKucjyhCCOWTGJVzvJ9zNGcr -1-10.10 3&10 7.0.2 1-10.10 I 3 10 f• 3-38 Scale =1:17.3 7-0.2 LOADING (psq SPACING- 2-0.0 CSI. DEFL. In (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL US TC 0.74 Vert(LL) 0.21 4-7 >398 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.21 4-7 >400 180 BCLL 0.0 ' Rep Stress Ina NO W 3 0.00 Holz(CT) 0.00 2 We Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 251b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied of 6-G-0 oc pur ins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/si7e) 3=190/Mechanical, 2=344/0-10-7, 4=77/Mechanical Max Hom 2=144(LC 8) Max Uplift 3=116(LC 8), 2=337(LC e), 4=88(LC 8) Man Grav 3=198(LC 28), 2=393(LC 28), 4=116(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -Ad] forces 250(Ib) or less except when shown. NOTES- 1) Wlnd: ASCE 7-10; Vuk=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; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) - This truss has been designed for a live load of 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 1001b uplift at joint(s) 4 except (K--lb) 3=116, 2=337. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 Its down and 10616 up at 1-4-15, 68 Ib dawn and 106 Ib up at 1-4-15, and 991b down and 57 Is up at 4-2-15, and 99 Ile dawn and 571b up at 4-2-15 on top chord, and 72 lb down and 53 Ib up at 1-4-15, 72 Ib down and 53 Ib up at 1-4-15, and 68 Be doom at 4-2-15, and 68 Ib doom at 4.2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pill Vert: 1-3=70, 4-5=20 Concentrated Loads (Ib) Vert: 8=88(F=44, B=44) 10=70(F=35, B=35) 11=8(F=4, B=4) CENS. 034869 �awAA �/ •�� Julius Lee PE No.34869 MITek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 25,2019 ®WARNING -Wnfy CosIm parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE NI7473 rev. IMMOIe BEFORE USE. DeslgnvaW far use only with Meek®connedore. This design is based" upon pammetem shown, and N far an MaMdual Wilding component, rim a true system. Before use, the building designer muvveMf lye eppllcamb efdesign parameters and properly inc enrate this design WO me swell bWldingdeagn. BnWgindicated isto prevent Wtiding df MdmduelWuweb endlor chaN members any. Addilloaltempoaryandpemlaneat Mating M!Tek' is always required for Mobility and to prewM Collapse with possible personal vlrey and propeM damage. Forger it gultlance regandhg lye fabrication. 9aregga, tlalFreryr/ erection and breaug of husses and Mae systems,sea ANsI?PH Gadder Canute, DSBas end BCS1 Bunning componenr Sefefylafte. Go eve08Eia M1artlTuss Plate Inmaae, 219 N. Lea 6Iree1, Sutle 312, Alexandria, VA 22314. 9904 PaAe EastBM. Tampa, FL Seen Job k Truss Truss Type Ory Ply J37731-Hometech Contractors-1553 Model T16879981 J37731 ZHJ7 Diagonal Hip Girder 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 i Dec 6 2018 M7ek Industries, Inc. Thu Apr 25 05:41:13 2019 Page 1 rgxulzCKTOSc YBMU,XWVZBSWIAKAjmt58xt5LPxuRPY9i5rczNGoq Scale = 1:22.3 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.05 7-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.54 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.34 Horz(CT) 0.01 5 Na n/a BCDL 10.0 Code FBC2017lTP12014 Matrix -MS Weight: 421b FT=0 LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=166/Mechanical, 2=50110-10.7, 5=355/Mechanical Max Horz 2-184(LC 24) Max Uplift 4=-86(LC 8), 2=-282(LC 8), 5=97(LC 8) Max Grin, 4=166(LC 1), 2=557(LC 28). 5=375(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=9021195 BOTCHORD 2-7-2841797, 6-7=284l797 WEBS 3-7=0/261, 3-6=866/308 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second 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 2) Plates checked fora plus or minus 0degree 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 girders) for truss to truss Connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ile uplift at joint(s) 4, 5 except Gt=1b) 2=282. 7) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 681b down and 106 lb up at 1-4-15, 68111 down and 106111 up at 14-15, 99111 doom and 571b up at 4-2-15, 99 lb down and 57 lb up at 4-2-15, and 148 Ib dawn and 107 lb up at 7-0-14, and 1481b down and 107 he up at 7-0-14 on top chord, and 30111 down and 531b up at 1-4-15, 301b down and 53111 up at 1-4-15, 26111 dam at 4-2-15, 261b doom at 4-2-15, and 471b dam at 7-0-14, and 471b down at 7-0-14 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 Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 5-8=20 Concentrated Loads (lb) Vert: 11=88(F=44, B=44) 13=91(1`=-46, 8=46) 14=70(F=35, B=35) 15=8(F=4, B=-0) 16=65(17=32, 13 -32) ,���,%�VLIUS,[. i •�/1y��/ 34869 Julius Lee PE No.34869 MITek USA Inc. FL Cad 6634 6904 Parke East Blvd. Tampa EL 33610 Data: April 25,2019 WARNING -Venfy design parameters and READ NOTES ON MS AND INCLUDED MITENRE£ERENCE PAGE 111I1-7472 fey. lgAuaOIS BEFORE USE. Design valid for use anywM Mirak®conneMors. TMs design Is based any upon Parameters shone, and Is for an IrMiNdual building component, not atruss system Before use, ale building designer must verirythe appUmbilay of design parameters and property b'corpoode MIS design Into Me overall building design. Bracing indicated is to preyerd buQgng of Indwidual truss wait andlor Nord members oay. Mariana temporary and pelmaneM bracing MiTek' Is always required for slabiBy and to prawns collapse with possible persons Injury and Property damage. Forgenerelguidanceregarding No Muni storage. delivery eredlon and bredng of Wsses and buss systems,¢.. ANSUl Quality Congo, DSBa9 and BCSI 11,11 ng Componem 6904 Parke Past Bed. Saferylnfortnai available bom Tmss Place In=We, 218 N. Lee Sine, suRG 312, Mexand4a, VA22314. Tampa, FL MID Job , mss Truss Type Dry Ply J37731-Horn v ch Contractors-1553 Model T16879982 J37731 ZHJ7T Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34W 2x4 = 8.240 s Dec 6 2018 MTek Intlustries, Inc. Thu Apr 25 05:41:13 2019 Scat.-1:22.7 Ia LOADING (pst) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING. 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2017/rP12014 CSI. TC 0.77 SC 0.66 WB 0.71 Matrix -MS DEFL. in (too) Well Lid Vert(LL) 0.06 8 >999 240 Vert(CT) -0.12 7-8 >942 180 Horz(CT) 0.04 6 Na n/a PLATES GRIP MT20 244/190 Weight: 45 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.0-13 0o purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7d-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=197/Mechanical, 2=517/0-10-7, 6=352/Mechanical Max Holz 2=184(LC 24) Max Uplift 5=-91(LC 8), 2=-296(LC 8), 6=110(LC 8) Max Gran, 5=197(LC 1), 2-577(LC 28), 6=370(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=959/257, 3-4=1867/599 BOTCHORD 2-9=3301845. 8-9=370/978, 7-8=-637/1693 WEBS 3-9=-488/197, 3-8=-356/1014, 4-8=1351482, 4-7=17261649 NOTES- 1) Wind: ASCE 7-10; VuK=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsg BCDL=3.Opsf; hot5ft; 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) Plates checked for a plus or minus 0 degree rotation about Its center. truss has been for bottom live load nt with ve loads. This .0 per chord live nall where $'tF "a,a 4j This truss has been designed fogned allrectangle 3-6.0 tall by 2-0.0 wide r load of 20.Opsf on the bottom chord areas F �I will f0 between the bottom chord and any other members. ...o"pou �� ��� 5)Refer to girder(s) for truss to truss connections. ,�� .'�\GENS�'• 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except at -lb) 2=296,6=110. 34869 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 106 lb up at ,k •� 1-4-15. 68 lb down and 106 Its up at 14-15, 91 Ib down and 571b up at 4-2-15, 91 lb down and 571b up at 4-2-15, and 192 lb down and 120 lb up at 7-0-14, and 1921b down and 120 no up at 7-0-14 on top chord, and 30 lb down and 531b up at 1-4-15, 301b down lb 4-2-15, 4Ib down 7-0-14, 4 go and 53 lb up at 1-4-15, 391b down and 101b up at 4-2-15, 391b dawn and 10 up at and at and device(S) is the i down at 7-0-14 on bottom chord. The design/selection of such Connection 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 ��.,ONALE?�`�,, balanced): Lumber Increase=1.25, Plate Increase=1.25 1)D ad+Roads � orm (p � Vert: 1-5=70, 9-10-20, 8-9=20, 6-8=20 Julius Lee PE No.34869 Concentrated Loads (Ib) Vert: 13=88(F=44, 13=44) 15=188(F=94, 13=94) 16=70(F=35, B=35) 17=21(F=-10, 8=10) MITsk UK Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: April 25,2019 &WARNING.Verily design parameters antl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 16IJ473 rev. IgV3/2015 BEFORE USE. �e Deslgavalld for use onyweh Mnell .recmre. nil design le based.11 upon parameters shown, and is Wan Individual building campo,ren4 not a WPeyslem Befine use, the bUlding designer most venytM apocabYayafdesign parameters and propeM mmryonds a,Is deeps into Neavemn Bracing listened is to bualing of lndMdual truss web cadger chord Remove ony.AdditioneltemporayalMpem,agonaacmg ���-���•�YYY� M!Tek_ 1,01dingdesign. prawn( b always required for stabilty and to prevent cegepse wM possible personal incur, and property damage. Forgeneedguldanceregardingthe fabdrabon,atomge,deYwy,ere nmdbmdn WWssesmd Wssvotemesee ANSIrtP/10uelay Cdlede, DSB419 end BCS1 Building Compodoef e904 Parke East BIM. Safeylnformation available1mm Truss Plate InWN e.218N.Leegreet,BWe312,Alexandria,VA22e14. Tampa. FL MID Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y 4 offsets are indicated. Dimensions are in ft-in-es of runs Apply plates to both sides Of truss and fully embed teeth. 0-116 r - For 4 x 2 orientation, locate 'rid' Numbering System II 6A 8-6 I1 dimensions shown In ft-in-sixteenths I I (Drawings not to scale) 1 2 3 TOP CHORDS CI-2 cz-s O WEBS Gaq 4 2 e O Ustack OF p ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor bracing should be considered. 3. Never exceed the design loading shown and never materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. a-s tar °" BOTTOM CHORDS plates 0- from outside edge of truss. 8 7 6 5 5. Cut members to bear lightlyagainst each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/rPl 1. connector plates. P THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/rPI 1. Plate location details available in MiTek 20/20 software or upon request NUMBERSILETTERS. 8. Unless otherwise noted, moisture content lumber shall not exceed 19Yo at time of fabrication.. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ]CC -ES Reports: use with ere retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311. ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 cemberfor dead toad defection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better Than that specified. 13, Top chords must be sheathed of pudins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 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. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 0 18. Use of green or (mated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: M1 project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. ® is not sufficient. BCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/rPl 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/0312015