Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Truss
A WARNINC' ALL BEARING POINTS -THIS IS A PLACEMENT PLAN FOR ENGINEERED COMPONENTS AS DEFINED BY WTCA 1 1995. BRA 1) ING: SEE FINAL ENGINEERING SHEETS FOR THE BA K CHARGES WILL NOT BE ACCEPTED UNLESS OUR UST BE INSTALLED PRIOR TO - FC R THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE DIAPHRAMS HAVE NOT BEEN ANALYZED BY NSTRUCTIONS ONTHE 'THE BCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG -TIE OR USP INSTALLING ANY TRUSSES! FAILURE TO EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE JNLESS OTHERWISE NOTED. INSTALL HANGERS O SO MAY RESULT IN DAMAGED TRUSSES AND WILL FOR ERECTION AND INSTALLATION OF TRUSSES FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY ESP 3) INSTALL NSIBILITY OF OTHERS. WEB BRACING AS STATED ON SEALED ALTERATIONS AND/OR REPAIRS TO TRUSSES IN ADVANCE: kCCORDING TO THE CURRENT SIMPSON STRONG -TIE OID ALL WARRANTIES. SHEETS AND SEALED ENGINEERED TRUSS'DRAWWGS JENGI EERING TRU SS DRAWINGS: ' DR USP CATALOG !9 100' 9 1/4"old - 6' 4 94' 5 1/4" 260 1/4" 32, 5" 24' 8 1/4" ' 1' 4" 4' 9 3!4' 20 10" W W LU UU W w W - W W LU N N N N NN N N N N L W C 1At 1 4 „ ZCJ3 J26 .ZCJ5 o o o o o o o o � W W W iW W W W W W W ,/ /I / ./ / i r - / / / G ✓ `' / ZEJ7 ' , Oi, 0' 4, n 7, 0, 10,, 2, 2' 2 On 2 On 2 On 20 6 / y / d i / / r / / i / / ZEJ7. / / N ZEJ11Hus N ZEJ11.. HUS26 V N ZEJ11 HUS26 N ZEJ11 HUS26 Q Q Q r / / T/,/31 / / : y0 6'4' 0 11:0„ 2' 2, 0, 2, 0 , 2 6 „ / r N ZEJ11 HUS26 MV6 r ZEJ11 HUS26 l� / / / ✓ / Z MV4 o W 7 N / i- / , / / / / r / ' d / tyA%2 i / '2!/0 i 2'43/4" M x w MV4 1 67 2 0„ .fir ��. 2 6 gip, ,C ✓0, r2, z6u ,0' 2 MV2 ZEJ4 ,i g 'v c9 c9 e7 C7 / > / M 83/t6" / f / O : v W ZEJ4 2 0" 2 0„ 2' �d ZEJ4 i On 2� On 2, 0�, MV2 ! A / / / / / r / /� / 2' 4 3A" V4 2 2 / r � J 7 7 7 7 / 0 MG11 HUS26 " "D w�G ,A ZEJ11 Huszs o / r M 3'1 1/2" ZEJ11 N HUS26 \ &I It /r zt i 6'41/4' ZEJ11 N HUS26 \ i ZEJ11 N Huszs / ZEJ11 N HuszsE - ZEJ11 N HUS26Is I / ` // /r/. / / / i / //. /•/ r/�, /� /./ ice.. o 'FF N ZEJ11 N Huszs II o 36' Q,, 5' 5 1/4" 1' 4 { o Z (01 }k#IManuE W Martin ZEJ26 D06G,UU bA5 an ,s ,a. �r a i, I - ZCJ1 ZCJ3 o i D03 / 02 / / ZCJ5 aB:meSaFsl f / / / Doi / / This drawinghas abase usinga 6Hb / m W m O D7 O m O m O ED O ED O W 0 O m O ED O W HUS26 EJH1 Primed Copies m and sealed and iter#iedeaa,de O 526 !V / ZEJ11 f HUS26 (V ZEJ11 i HUS28 tV I / . ZEJ11 2 0 2 2 0 ' 2 0 2 0 2 0 2' 0' 2' 0"' 2' 0" 2' 0" 2' 0" 2' 0" 2' 2' 2' 0" 21011 / / r ZEJ11 ZEJ11 ZEJ11 � ZEJ11Cd ODD SPACE / v _ / — \ / HUS26 ZEJ11 y ,. rNil / I T HUS26 N ZEJ11 N Y / y O ,.. O HUS26 N ZEJ11` / / A HUS26. (V ZEJ11 bt Huszs N ZEJ11 HUS26 N ZEJ11 0 HUS26 N ZEJ11 Husz N ZEJH1 FT01 HUS26 fV ZEJH2 - ZEJ11 N HUS26 FT02 I FT03 ZEJ11 N Husze 2 0, 2 On 2 2 0 n 2 0 2 0 2 0 2 0 n 2 0 2 0 d 0 „ 2 0 2 n 2 0 2 0 „ 2' 0" 2' 0" M n ZCJ5 - ZEJ11 N HUS26 MV2 IRD o LL 0 LL 0 LL n o LC 0 LL 0 U. o LL o U. o LL 0 LL 0 LL 0 1L 0 LL O o LL o LL 0 LL 0 LL IL o 0 LL C7 0 LL ZCJ3 - ZCJ1 C 3SI o ..ZEJ 11 (V HUS26 __.. .-. _ - HUS26 - _._THo26-4MV4 U U L) N N N g 4 W W sz 5 N N ✓�j mill/ __. N < M .- N _N V2 V 3' 7 3/4" 5 44' 9„ V1i 24'2' ti { V 94 5 t V )1 ALL AHU ATTIC AREAS HAV EEN DESIGNED TO SUPPORT 11'-0" BEARING 11'-6" BEARING 13'-0'jBEARING C.0 12 HE AHU EITHER SUSPENDED 5� FROM THE TOP CHORD OF MOUNTED ON THE BOTDTO CHORD ANYEHERE WITHIN EXISTING 5/12 11'-0" FLAT CEILING 13'-0" FLAT CEILING THE DESIGNATED AREA. ROOF g STRUCTURE TYPICAL OVERHANG / PITCH ----- Indicates Left End Of Truss DETAIL On Layout & Engineering Sheets ENGINEERED TIMBER TRUSS SYSTEMS PRODUCTS Malmo O EASTCOAST TRUSS t 5285 ST. LUCIE BLVD. FT. FIERCE, FL 3494E OFFICE: (772) 466-2480 FAX: 1772)466-5336 Zovl - p� � a�cen%Ea USTOMER:Gale,Construction JOB NAME: Derrick Gale / MAR 0 2 2011 DDRESS:7259 S. Indian River Drive ITY/COUNTY:Ft. Pierce Permitting D�pB:rtment St. Lucie County JOB # J41221 MODEL:Addition SQ FT 28 DATE 02/11/2021 LATEST=/ / Digitally signed by ACCO"ANCE WITH L RIDA A MINISTRATIV DE 61G15&31.003(3)(s), EAST COAST TRUSS is the ' Truss Design Engineer" ® Manuel Martinez Trusses are designed in accordance with the Florida Building Code Date: 2021.02.18 -05'00' ,('�*Z#94.35:23 ......... � NOTE:M'4�a By approving this placement plan(s), signatured / \ ^n a yC+N e a a wh r an y e e on this sheet, the customer or his 1 1 representitive acknowledges that this placement plan i - 1 complies with the structural p ructural intent of the project 1 a4T x +. The customer also acknowledges that this approval 1 1 1 ' authorizes EAST COAST TRUSS to manufacture these 1 trusses and deliver them to the project indicated on this drawing. 1 SERIAL# The customer also acknowledges that he/she accepts = .6E SE IBM 4A411F BDNS5 F7 financial responsibility for any repair, engineering, and —.-) been electronically signed and sealed by P.E. (Ft. Li[. #dT182y an the date shown labor required due to errors other than those of EAST Q 1aWreatkotlon t.do. �+ �+[+ COAST TRUSS. his dacamerd ate: not Considered signed he SHA-1 aNhe i M [anon rode no be tranl[.[npieg. Signed: Date: L^p l..L. ODE — -FBC 2020/TPI20.14 ASCE 7-16 LU 0 ESIGN CRITERIA =MWFRS �- C = 1 CUPANCY CATEGORY II XPOSURE = D Q WF SPEED =170 F ' UILDING TYPE =ENCLOSED MEAN HEIGHT: 18 GRAVITY� LOADS (!) I ROOF: DUR FACTOR- - 1.25 ° F x — SF-TOLL-TCDI_-BCLI_-BCD L 30.0-7.0-0.0-10.0 U'I, Ii LL.I v) U) LOADS PER FBC & FRC "NON -CONCURRENT BC I_L 10psf D It CONCURRENT BC STORAGE LL 20 psf P I'!1{ 90 LIJ U) DEFINITIONS MWF = MAIN WIND FORCE O j C&C = COMPONENTS AND CLADDING TOB = TOP OF BEARING TC = TOP CHORD UJ BC = BOTTOM CHORD LL = LIVE LOAD —t DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT ' # = POUNDS 0 UPLIFT MUST BY-PASS FLOOR TRUSSES UNLESS SHOWN ON ENGINEERED TRUSS j DRAWING. C ALL GIRDER/COLUMN LOADS MUST L BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. 2X6 STRONG BACK BRACING, 10' 0" 0. C., IS RECOMMENDED ON FLOOR 'TRUSSES ^ SPANNING 20r-0" OR MORE u- AUTION: SPANS GREATER THAN 30'-0" UST BE SET WITH ASPREADER BAR. THE SPREADER BAR SHOULD BE AT LEAST 1/2 O /3 IN LENGTH AS THE SPAN OF THE TRUSS BEING SET, REFER TO BCI-B1 FOR COMPLETE RECTION AND SAFETY PROCEDURES. ALL BEAMS BY BUILDER NOTE. TRUSSES DO NOT SUPPORT ANY PLANT SHELVES REVISIONS 2- 4- 3- 0 4- 5- r- 6- (3/16" if plotted 24x36) . Designed By: BH ri Lumber design values are in accordance with ANSI/TPI 1 Ysection6.3 These truss designs rely on lumber values established by others. MiTek RE: J41221 - Derrick Gale MITek .USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Gale Construction Project Name: Gale res. Model: Custom SFR Tampa, FL 33610-4115 Lot/Block: na Subdivision: na rAddress: 7259 S. Indian River Dr., . City: Ft. Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 170 mph Roof Load: 47.0 psf Floor Load: N/A psf This package includes 90 individual, Truss Design Drawings and 0 Additional Drawings, With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer.and this index sheet . conforms to 61G1.5-31.003, section 5 of the Florida Board of Professional Engineers Rules., No Sea N I# Truss Name Date S 1# Truss Name D t V. ea a e 1 T22864039 A01 2/16/21 23 T22864061 C07 2/16/21 2 T22864040 A02 2/16/21 24 T22864062 C08 2/16/21 3 T22864041 A03 2/16/21 25 T22864063 C09 2/16/21 4 T22864042 A04 2/16/21 26 T22864064 C10 2/16/21 5 T22864043 A05 2/16/21 27 T22864065 C11 2/16/21 6 T22864044 A06 2/16/21 28 T22864066 C12 2/16/21 7 T22864045 A07 2/16/21 29 T22864067 C13 2/16/21 8 T22864046 A08G 2/16/21 30 T22864068 C14 2/16/21 9 T22864047 B01 2/16/21 31 T22864069 C15 2/16/21 10 T22864048 B02 2/16/21 32 T22864070 D01 2/16/21 11 T22864049 B03 2/16/21 33 T22864071 D02 2/16/21 12 T22864050 B04 2/16/21 34 T22864072 D03 2/16/21 13 T22864051 B05 2/16/21 35 T22864073 D04 2/16/21 14 T22864052 B06 2/16/21 36 T22864074 D05 2/16/21 15 T22864053 B07 2/16/21 37 T22864075 D06G 2/16/21 16 T22864054 B08G 2/16/21 38 T22864076 E01 2/16/21 17 T22864055 C01 2/16/21 39 T22864077 E02 2/16/21 18 T22864056 CO2 2/16/21 40 T22864078 E03G 2/16/21 19 T22864057 CO3 2/16/21 41 T22864079 F01 2/16/21 20 T22864058 C04 2/16/21 42 T22864080 F02 2/16/21 21 T22864059 C05 2/1.6/21 43 T22864081 F03 2/16/21 22 T22864060 C06 2/16/21 44 T22864082 F04 2/16/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon.parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. FILE %�,,'C ER'P 39 STATE OF . 4UZ 0. �i�,�' . C O .R t O, ����• Waiter R.Finn P.E-No.22839 MiTek USA, Inc. FL Cent 6634 '6904 Parke East Blvd. Tampa FL 33610 February 16,2021 Finn, Walter 1 of 2 RE: J41221 - Derrick Gale Site Information: M!Tek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Gale Construction Project Name: Gale res. Model: Custom SFR Lot/Block: na Subdivision: na Address: 7259 S. Indian River Dr., . City: Ft. Pierce State: FL No. Seal# Truss Name Date 45 T22864083 F05G 2/16/21 46 T22864084 FT01 2/16/21 47 T22864085 FT02 2/16/21 48 T22864086 FT03 2/16/21 49 T22864087 G01 2/16/21 50 T22864088 G02 2/16/21 51 T22864089 G03 2/16/21 52 T22864090 G04 2/16/21 53 T22864091 G05G 2/16/21 54 T22864092 MG11 2/16/21 55 T22864093 MV2 2/16/21 56 T22864094 MV4 2/16121 57 T22864095 MV6 2/16/21 58 T22864096 MV8 2/16/21 59 T22864097 MV10 2/16/21 50 T22864098 V4 2/16/21 551 T22864099 V8 2/16/21 52 T22864100 V12 2/16/21 53 T22864101 V16 2/16/21 34 T22864102 V20 2/16/21 55 T22864103 V24 2/16/21 56 T22864104 ZCJ 1 2/16/21 37 T22864105 WAS S 2/16/21 38 T22864106 ZCJ3 2/16/21 39 T22864107 ZCJ3S 2/16/21 70 T22864108 ZCJ5 2/16/21 71 T22864109 ZEJ4 2/16/21 72 T22864110 ZEJ7 2/16/21 73 T22864111 ZEJ11 2/16/21 74 T22864112 ZEJ22 2/16/21 75 T22864113 ZEJ26 2/16/21 76 T22864114 ZEJ44 2/16/21 77 T22864115 ZEJ48 2/16/21 78 T22864116 ZEJ54 2/16/21 79 T22864117 ZEJ69 2/16/21 30 T22864118 ZEJG1 2/16/21 31 T22864119 ZEJH1 2/16/21 32 T22864120 ZEJH2 2/16/21 33 T22864122 ZHJ37 2/16/21 34 T22864123 ZHJD1 2/16/21 35 T22864124 ZHJD2 2/16/21 36 T22864125 ZHJD3 2/16/21 37 T22864126 ZHJD4 2/16/21 38 T22864127 ZHJG1 2/16/21 39 T22864128 ZHJG2 2/16/21 30 T22864129 ZMG4 2/16/21 2 of 2 Job Truss Truss Type Qty Ply Derrick Gale ■ a T22864039 J41221 A01 Hip 1 1 Job Reference o tional •• • — . - 0.46U 5 NOV aU ZUZU MI I eK Inausmes, Inc. I Lie reD I IU:Ub:sb ZU21 rage 1 ID:JOkRd2MjgYw4WI8ShltS6Dzx2Ve-hcTSBbNR204tgSx2hOCLIwS_Rf. FipliQoulhzkbWk 15-8-8 , 19-8-14 %9-4 26-0-0 30-0-14 34-0.0 35-B-6 40.111 48-3-4 7-8-8 4-0.8 4 0.6 2-2-12 4-0-14 3 11-2 1-B 6 5-3-2 7-3-12 Scale = 1:84.8 5.00 12 5x5 = 3x8 = 5x5 = 3x8 3 25 4 5' 26 6 44 21 20 19 18 35 36 17 16 15 37 3839 40 41 42 43 1444 13 12 46 II 48 = 4x6 = 3x8 = 3x8 = 3x6 = 3x8 = 2x4 II 48 = 5x6 WB = 3x8 M18SHS = TRUSS DESIGNED FOR MWFRS ONLY, PER BUILDING DESIGNER REQUEST. TYPICAL IN THIS JOB. 40-11-8 LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20201TPI2014 CSI. TC 0.78 BC 0.98 WB 0.93 Matrix -AS DEFL. Vert(LL) Vert(CT) Hori(CT) in (loc) I/deft L/d -0.54 14-16 >999 240 -0.85 14-15 >682 180 0.20 11 rile n/a PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 332 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 9-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 *Except* WEBS 1 Row at midpt 4-18, 4-17, 6-17, 1-20, 7-15, 10-14 16-19: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-21: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 21=0-8-0, 11=Mechanical Max Horz 21=368(LC 7) Max Uplift 21=-1030(LC 8), 11=-1012(LC 8) Max Grav 21=2448(LC 13), 11=2564(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2609/1146, 2-3=-2821/1375, 3-4=-2526/1350, 4-5=2960/1496, 5-6=-3208/1587, 6-7=-3569/1662, 7-8=-4803/2130, 8-1 0=-4793/1979, 10-11 =-5755/2298, 1-21 =-2319/1069 BOT CHORD 20-21=-356/422, 18-20=-721/2591, 17-18=-816/2792, 15-17=-996/3107, 14-1 5=-1 271/3643, 12-14=2017/5245, 11-12=2017/5245 WEBS 2-20=-869/542, 2-18=-1331456, 3-18=-205/763, 4-18=-778/307, 4-17=-1201535, 5-17=-440/1010, 6-17=-1339/603, 1-20=-100312469, 8-14=-449/359, 6-15=442/1200, 7-15=-1135/583,7-14=-548/1333,10-14=-1069/535,10-12=0/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=48ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It=lb) 21=1030,11=1012. 11) Load case(s) 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. 12) MULTIPLE LOADCASES — This design is the composite result of multiple load cases. Oat)tWaerlrppl(jplg ftd cases exist: Review the load cases for details. February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Derrick Gale FAMSS' T22864039 J41221 � Hip 1 1 Job Reference (optional) �aoi wear i ivas, rr. nuke, rL - &-w4o, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:05:35 2021 Page 2 ID:JOkRd2MjgYw4W18Shlt86Dzx2Ve-hcTSBbNR204tgSx2hOCLIwS RfsFin1l0nulh7khM NOTES- 14) 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. 15) 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 Except: 21) tat User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=74(F), 5-11=-74(F), 21-22=20(F) Concentrated Loads (Ib) Vert: 26=-25 27=25 22) 2nd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=74(F), 5-11=-74(F), 21-22=20(F) Concentrated Loads (lb) Vert: 6=-25 28=-25 23) 3rd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(17), 3-5=74(F), 5-11=-74(F), 21-22=-20(F) Concentrated Loads (Ib) Vert: 27=-25 29=25 24) 4th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=74(F), 5-11=-74(F), 21-22=20(F) Concentrated Loads (lb) Vert: 7=-25 28=-25 25) 5th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-5=74(F), 5-11=-74(F), 21-22=-20(F) Concentrated Loads (lb) Vert: 29=-25 30=25 26) 6th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=74(F), 5-11=-74(F), 21-22=20(F) Concentrated Loads (Ib) Vert: 7=-25 31=-25 27) 7th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-5=74(F), 5-11=-74(F), 21-22=20(F) Concentrated Loads (lb) Vert: 30=-25 32=25 28) 8th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=74(F), 3-5=74(F), 5-11=-74(F), 21-22=-20(F) Concentrated Loads (lb) Vert: 8=-25 31=-25 29) 9th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=74(F), 5-11=-74(F), 21-22=20(F) Concentrated Loads (lb) Vert: 32=-25 33=25 30) 10th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=74(F), 5-11=-74(F), 21-22=20(F) Concentrated Loads (lb) Vert: 16=-25 37=25 31) 11th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(17), 3-5=74(F), 5-11=-74(F), 21-22=20(F) Concentrated Loads (Ib) Vert: 15=-25 38=25 32) 12th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-5=74(17), 5-11=-74(F), 21-22=20(F) Concentrated Loads (lb) Vert: 37=-25 39=25 33) 13th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=74(F), 5-11=-74(F), 21-22=20(17) Concentrated Loads (lb) Vert: 38=-25 40=25 34) 14th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1,25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(17), 3-5=74(F), 5-11=74(F), 21-22=20(F) Concentrated Loads (lb) Vert:39=-25 41=-25 35) 15th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 3 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale T22864039 J41221 ' A01 ' Hip 1 1 Job Reference o tional Vt. rnoioe, rL - oyayo, U-43U s Nov 3U 2U2U MITek Industries, Inc. Tue Feb 16 10:05:35 2021 Page 3 ID:JOkRd2MjgYw4W18Shl tS6Dzx2Ve-hcTSBbNR204tgSx2hOCLIwS_RfsFipl iQoulhzkbWk LOAD CASE(S) Uniform Loads (plf) Vert: 1-3=74(F), 3-5=74(F), 5-11=-74(F), 21-22=20(F) Concentrated Loads (lb) Vert: 40=-25 42=25 36) 16th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=74(F), 3-5= 74(F), 5-11=-74(F), 21-22=20(F) Concentrated Loads (lb) Vert: 41=-25 43=25 37) 17th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=74(F), 3-5=74(F), 5-11=-74(F), 21-22=20(F) Concentrated Loads (lb) Vert: 14=-25 42=25 38) 18th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-5=74(1`), 5-11=-74(F), 21-22=-20(F) Concentrated Loads (lb) Vert: 43=-25 44=25 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/f duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply Derrick Gale T22864040 J41221 ' A02 ' Hip 1 1 4 + �__. ___.T___ �. ._ _. Job Reference (optional) �_5. VOaSL I W55, ri. rrorue, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:05:37 2021 Page 1 ID:JOkRd2MjgYw4W BSh1tSBDzx2Ve-d7bCcHPha9Lbv15DA6RgQj7oDEMzjcSKAJH7NazkbWi 7-3-0 14-2-8 19-10-10 25-3-4 2 0 0 30-0-0 34-0-0 40-10-10 4T3 4 7-3-0 8-11-8 5-8 2 5-4-10 0- - 2 4-0-0 40.0 6-10-10 7 4-10 Scale = 1:84.8 4xf 5.00 12 5x8 = 2x4 15x5 = 24 4 5 2526 20 19 33 18 17 34 16 35 15 36 1437 38 39 40 41 42 43 13 44 124b 11 4x8 11 4x8 = 4x8 = 3x8 = 3x8 = 4x6 = 3x8 = L _ 7-3-0 , 14-2-8 1 19-10-10 25-3-4 26-0,0 3x8 = 2x4 II 3x8 M18SHS = 08 = 10 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.51 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.80 13-14 >725 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.20 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 313 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 8-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 3-17, 4-16, 5-16, 1-19, 6-14, 9-13 WEBS 2x4 SP No.3 *Except* 1-20: 2x6 SP No.3 REACTIONS. (size) 20=0-8-0, 10=Mechanical Max Horz 20=341(LC 7) Max Uplift 20=-1030(LC 8), 10=-1012(LC 8) Max Grav 20=2463(LC 13), 10=2576(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2518/1095, 2-3=-2838/1367, 3-4=3013/1518, 4-5=3013/1518, 5-6=-3586/1658, 6-7=-4807/2121, 7-9=-4801/1972, 9-10=-5780/2297, 1-20=-2347/1064 BOT CHORD 19-20=-330/385, 17-19=-686/2499, 16-17=-728/2689, 14-16=-955/3043, 13-14=-1267/3665, 11-13=-2014/5268, 10-11=2014/5268 WEBS 2-19=-951/568, 2-17=-130/558, 3-17=255/166, 3-16=-368/1007, 4-16=-450/307, 5-16=-3661221, 9-11=0/278, 1-19=990/2446, 5-14=-441/1352, 6-14=-1154/600, 6-13=-543/1318,7-13=-447/354,9-13=10891543 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult-170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=48ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 20=1030,10=1012. 11) Load case(s) 21, 22, 23, 24, 25, 26, 27. 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES — This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ContWlWroaIphgeoRplied directly to the bottom chord. • h NO 2283:9 .• ; Wafter _t Rnn PEM22839 MiTO USA; Inc: FLdert 6634 6904,P.arke'East Blvd. Tampa FL33610 Datb,. February 16,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is far an individual building component, not a truss system. Before use, the building designer must verify the applicabilityof design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �/A� T 8k• WOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP/1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale T22864040 J41221 ' A02 I Hip 1 1 x Job Reference (optional) cast boast Truss, rr. rierce, rL - 041:04b, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:05:37 2021 Page 2 NOTES- ID:JOkRd2MjgYw4W8Shl tS6Dzx2Ve-d?bCcHPha?Lbvl5DA6RgQj7oDEMzjcS KAjH?NazkbWi 15) 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 Except: 21) 1st User Defined Moving Load - Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-5=74(F), 5-10=-74(F), 20-21=20(F) Concentrated Loads (lb) Vert: 5=-25 26=-25 22) 2nd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=74(F), 5-10=-74(F), 20-21=20(F) Concentrated Loads (Ib) Vert: 25=-25 27=25 23) 3rd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=74(F), 5-10=-74(F), 20-21=20(F) Concentrated Loads (lb) Vert: 26=-25 28=25 24) 4th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=74(F), 5-10=-74(F), 20-21=-20(F) Concentrated Loads (lb) Vert: 6=-25 27=-25 25) 5th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=74(F), 5-10=-74(F), 20-21=-20(F) Concentrated Loads (lb) Vert: 28=-25 29=25 26) 6th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=74(F), 5-10=74(F), 20-21=20(F) Concentrated Loads (lb) Vert: 6=-25 30=-25 27) 7th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=74(F), 5-10=74(F), 20-21=20(F) Concentrated Loads (lb) Vert: 29=-25 31=25 28) 8th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=74(1`), 5-10=-74(F), 20-21=-20(F) Concentrated Loads (lb) Vert: 7=-25 30=-25 29) 9th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-5=74(F), 5-10=-74(F), 20-21=-20(F) Concentrated Loads (lb) Vert: 31=-25 32=-25 30) 10th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=74(F), 5-10=-74(F), 20-21=20(F) Concentrated Loads (lb) Vert: 36=-25 38=25 31) 11th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=74(1`), 5-10=-74(F), 20-21=-20(F) Concentrated Loads (lb) Vert: 14=-25 39=25 32) 12th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-74(F), 3-5=74(F), 5-10=-74(F), 20-21=-20(F) Concentrated Loads (lb) Vert: 38=25 40=25 33) 13th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=74(F), 5-10=-74(F), 20-21=20(F) Concentrated Loads (lb) Vert: 39=-25 41=25 34) 14th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=74(1`), 5-10=-74(F), 20-21=20(F) Concentrated Loads (lb) Vert: 40=-25 42=-25 35) 15th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert; 1-3=74(F), 3-5=74(F), 5-10=-74(F), 20-21=-20(F) Continued on page 3 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and prop any Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quallty Crlteda, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Intonation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Oty Ply Derrick Gale T T22864040 J41221 � Hip 1 1 it 'AJob Reference (optional) r:a5t wear I ru55, ri, rierce, rL - avaao, d.43U s Nov 3U ZUZO MITeK Industries, Inc. Tue Feb 16 10:05:37 2U21 Page 3 ID:JOkRd2MjgYw4Wl8Shl tS6Dzx2Ve-d?bCcHPha?Lbvl5DA6RgOj?oDEMzjcS KAjH?NazkbWi LOAD CASE(S) Concentrated Loads (lb) Vert: 41=-25 43=25 36) 16th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=44(F), 3-5=44(F), 5-10=44(F), 20-21=-20(F) Concentrated Loads (lb) Vert: 42=-25 44=25 37) 17th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=74(F), 5-10=-74(F), 20-21=20(F) Concentrated Loads (lb) Vert: 13=-25 43=25 38) 18th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=74(F), 5-10=44(F), 20-21=20(F) Concentrated Loads (lb) Vert: 44=-25 45=25 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use onlywith MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale ' T22864041 J41221 A03 Roof Special Girder 1 1 4 4 Fast Coast Trues Ft P;9,ce FI_.._. Job Reference (optional) ............ ..._ .. _ Feb FORCES. (lb) -Max. Comp./Max. Ten, -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2579/1128, 2-3=-3124/1481, 3-4=-3744/1812, 4-5=3744/1812, 5-6=4132/1935, 6-7=-4312/1977,7-8=-6103/2706,8-10=-6082/2581,10-11=-7862/3298, 11 -1 2=-5954/2623, 12-13=5954/2623, 13-14=-4088/1849, 1-26=-2575/1158 BOT CHORD 25-26=-261/292, 23-25=-840/2504, 22-23=-988/2928, 20-22=-1503/4006, 19-20=-1761/4534, 17-19=2986/7220, 16-17=-4583/10740, 15-16=4574/10741 WEBS 2-25=-1213/664, 2-23=-227/873, 3-23=470/238, 3-22=627/1562, 4-22=-580/416, 5-22=-622/206, 8-19=-373/293, 10-17=594/1600, 11-17=3827/1703, 11-15=-5529/2238, 12-15=-307/239,13-15=-3088/7021,1-25=-1102/2651,5-20=-345/266,10-19=-2174/1023, 7-19=-901/2092, 6-20=-738/1563, 7-20=-1589/785 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=51ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding, 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=1905,26=1129. 10) Load case(s) 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50 hasihave been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) MULTIPLE LOADCASES —This design is the composite result of multiple load cases. CO)t[doetimn4 ¢ "d cases exist: Review the load cases for details. Witter P, hrin PE NoM839 _ MINI(USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL33610 Date; February 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Derrick Gale ' T22864041 J41221 A03 ' Roof Special Girder 1 1 t q Job Reference o tional Sao. woo. , , n. rreicn, r� - oyayo, d.43U s NOV 3U ZUZU MI I eK Industries, Inc. I ue Feb 16 1U:U5:39 ZU21 Page 2 NOTES- ID:JOkRd2MjgYw4W18Shl tS6Dzx2Ve-aNjzl y0x5cbJ93FcHXT8V846021 uBVdddl m5RSzkbWg 13) Use USP THD26-2 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent at 48-4-14 from the left end to connect truss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) "NAILED" Indicates 3-10d (0.148"xW) or 3-12d (0.148"x3.25") toe -nails per NDS guldlines. 16) 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 Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74, 3-6=74, 6-11=74, 11-13=-74, 14-26=20 Concentrated Loads (lb) Vert: 15=-1759(B) 36=-77(B) 51=-46(B) 33) 1st User Defined Moving Load - Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-6=74(F), 6-11=-74(F), 11-13=74(F), 14-26=-20(F) Concentrated Loads (lb) Vert: 15=-1759(B) 29=-25 30=-25 36=-77(B) 51=-46(B) 34) 2nd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pli) Vert: 1-3=74(F), 3-6=-74(F), 6-11=-74(F), 11-13=74(F), 14-26=-20(F) Concentrated Loads (lb) Vert: 5=-25 15=-1759(B) 31-25 36=-77(8) 51=-46(B) 35) 3rd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-6=74(F), 6-11=-74(F), 11-13=74(F), 14-26=-20(F) Concentrated Loads (lb) Vert: 15=-1759(B) 30=-25 32=-25 36=-77(B) 51=-46(B) 36) 4th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-6=74(F), 6-11=-74(F), 11-13=74(F), 14-26=-20(F) Concentrated Loads (lb) Vert: 15=-1759(B) 7=25 31=25 36=-77(B) 51=-46(B) 37) 5th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-6=74(F), 6-11=-74(F), 11-13=74(F), 14-26=-20(F) Concentrated Loads (lb) Vert: 15=-1759(B) 32=-25 33=-25 36=-77(8) 51=-46(B) 38) 6th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-6=74(F), 6-11=-74(F), 11-13=74(17), 14-26=-20(F) Concentrated Loads (lb) Vert: 15=-1759(B) 7=25 34=25 36=-77(B) 51=-46(B) 39) 7th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(1=), 3-6=74(F), 6-11=-74(F), 11-13=74(F), 14-26=-20(F) Concentrated Loads (lb) Vert: 15=-1759(B) 33=-25 35=25 36=-77(8) 51=46(B) 40) 8th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-6=74(F), 6-11=-74(F), 11-13=74(F), 14-26=-20(F) Concentrated Loads (lb) Vert: 8=-25 15=-1759(B) 34=25 36=-77(B) 51=-46(9) 41) 9th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-6=74(F), 6-11=-74(F), 11-13=74(1`), 14-26=-20(F) Concentrated Loads (lb) Vert: 9=-25 15=-1759(B) 35=25 36=-77(B) 51=-46(B) 42) 10th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-6=74(1`), 6-11=-74(F), 11-13=74(F), 14-26=-20(F) Concentrated Loads (lb) Vert: 15=-1759(B) 36=-77(B) 40=-25 42=-25 51=46(B) 43) 11th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-6=74(F), 6-11=-74(F), 11-13=74(F), 14-26=-20(F) Concentrated Loads (lb) Vert: 15=-1759(B) 36=-77(B) 41=-25 43=-25 51=46(8) 44) 12th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-6=-74(F), 6-11=-74(F), 11-13=-74(F), 14-26=-20(F) Concentrated Loads (lb) Vert: 15=-1759(B) 36=-77(8) 42=-25 45=-25 51=-46(B) 45) 13th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-6=74(F), 6-11=-74(F), 11-13=74(F), 14-26=-20(F) Concentrated Loads (lb) Vert: 15=-1759(B) 36=-77(B) 43=-25 46=-25 51=-46(B) Continued on page 3 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web.andlor chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Derrick Gale r rAO3 T22864041 Job r Roof Special Girder 1 1 a r Job Reference (optional) cast toast I russ, I-t. Pierce, FL - 34945. 8.430 s Nov 30 2020 MTek Industries, Inc. Tue Feb 1610:05:39 2021 Page 3 ID:JOkRd2MjgYw4W18Shl tS6Dzx2Ve-aNjz1 y0x5cbJ93FcHXT8V846021 uB Vddd1 m5RSzkbWg LOAD CASE(S) 46) 14th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-6=74(F), 6-11=-74(F), 11-13=-74(F), 14-26=-20(F) Concentrated Loads (lb) Vert: 15=-1759(B) 36=-77(B) 45=-25 47=-25 51=-46(B) 47) 15th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3-74(F), 3-6=74(F), 6-11=-74(F), 11-13=74(1=), 14-26=-20(F) Concentrated Loads (lb) Vert: 15=-1759(8) 36=-77(B) 46=-25 48=-25 51=-46(B) 48) 16th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-6=74(F), 6-11=-74(F), 11-13=74(F), 14-26=-20(F) Concentrated Loads (lb) Vert: 15=-1759(B) 36=-77(8) 47=-25 49=-25 51=-46(B) 49) 17th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=74(F), 3-6=74(F), 6-11=-74(F), 11-13=74(F), 14-26=-20(F) Concentrated Loads (lb) Vert: 19=-25 15=1759(B) 36=-77(B) 48=-25 51=-46(B) 50) 18th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-6=74(1`), 6-11=-74(F), 11-13=-74(F), 14-26=-20(F) Concentrated Loads (lb) Vert: 15=-1759(B) 36=77(B) 49=-25 50=-25 51=-46(9) ,® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ` Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality CAterla, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale T22864042 J41221 ' A04 ` Roof Special 1 1 ' Job Reference (optional) ••-- • •• • •- - �,� V.YJV S IYVV JV LVLV IYIII tlM1 Ir1UVallltle, rnc, rue reu ,o ,uwo:v, cuc, rage -, ID:JOkRd2MjgYw4W18Shl tS6Dzx2Ve-WingSeSCdEr00NP?PyVcaYAUpsIFfQtw5LFCWLzkbWe 5 3 0 10-2-15-6-13 20-9-7 26-0-0 34-0.0 4"0-8 46-5-2 11-14511-8 8 5 4 5 5-2-9 5-2-9 8 0-0 7-10-8 4 6 10 410.2 Scale = 1:90.0 2x4 11 = 5.00 15x8 2 3x8 = 3x6 = 3x8 = 5x5 = 3 424 25 5 6 26 7 27 28 8 29 30 31 [6 23 22 21 J6 20 19 36 18 37 38 17 39 40 4142 43 44 46 Y16 48 " 15 14 13 3x8 II 48 = 3x8 = 48 = 3x8 = 8x6 = 3x10 = 3x8 = 8x6 = 3x6 = 4x8 M18SHS = LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2020/TP]2014 CSI. TC 0.82 BC 0.79 WB 0.96 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Lid -0.65 16-17 >941 240 -1.00 16-17 >609 180 0.23 13 n/a n/a PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 349 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 8-10: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31 "Except' WEBS 1 Row at midpt 10-16. 11-13, 8-16, 3-19, 4-19, 7-18 17-20: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 12-13,1-23: 2x6 SP No.3, 11-14: 2x4 SP No.2 REACTIONS. (size) 13=0.8-0, 23=0-8-0 Max Horz 23=-167(LC 6) Max Uplift 13=-1076(LC 8), 23=1084(LC 8) Max Grav 13=2537(LC 14), 23=2525(LC 15) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2203/974, 2-3=-2884/1352, 3-4=-3470/1667, 4-6=3951/1876, 6-7=-3951/1876, 7-8=-4144/1936,8-9=-5494/2509,9-10=-5461/2301,10-11=-7096/2944,1-23=-2433/1105 BOT CHORD 21-22=-762/2082, 19-21=-965/2648, 18-19=-1336/3463, 17-1 8=-1 605/4105, 16-17=-1575/3982,14-16=2992/7187,13-14=1707/3901 WEBS 2-22=-1301/680, 2-21=-318/1020, 3-21=-609/298, 9-16=-622/501, 10-16=-2360/1030, 10-14=-1690/882,11-14=-1453/3751,11-13=-4378/1958,1-22=-1009/2423, 7-17=-401/155,8-17=-79/590,8-16=867/1905,3-19=-665/1637,4-19=-1166/616, 4-18=-382/950, 6 18=-394/288, 7-18=368/108 ,`�•� ER P. • NOTES- ��� �l P E /V 5' 1) Unbalanced roof live loads have been considered for this design. �� ` V� �•� . 00. 40 •: 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=6ft; Cat. NO 22$:3:9 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project ?� engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5 :: 4) Provide adequate drainage to prevent water ponding.- OF 5) All plates are MT20 plates unless otherwise indicated. 6(/ •; �/: 6) Plates checked for a plus or minus 0 degree rotation about Its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ! !� `•. • R 1 8) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �js1 •. .•G `�? ti� fit the bottom chord other and any members, l I�If vtween 9) Prol ide mechanical mechanical connection(by others)of tru s o bearing platth e ovidecapable of withstanding 100 lb uplift at joints) except at=lb) 13=1076,23=1084. 10) Load case(s) 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45. 46, 47, 48, 49, 50, 51, WatferP Finn PENo.22839 52, 53. 54. 55, 56 hasthave been modified. Building designer must review loads to verify that they are correct for the intended use MI AUSq Inc. FL Celt 6634 of this truss. 6994•Parke East Blvd. Tampa Fl.33610 11) MULTIPLE LOADCASES — This design is the composite result of multiple load cases. Date: 0AtWeetlrma%ftftd cases exist: Review the load cases for details. February 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11fP11 Duality Criteria, DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Derrick Gale T22864042 J41221 A04 Roof Special 1 1 A, Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 Mil eK Industries, Inc. I ue I-eD 1 ti 1 u:ub:41 Zuzl rage ID:JOkRd2MjgYw4W BShl tS6Dzx2Ve-WmqjSeSCdEr00NP7PyVcaYAUpsIFfQtw5LFCWLzkbWe NOTES- 13) 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. 14) 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 Except: 21) 1 st User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-8=-74(1`), 8-10=-74(F), 10-12=74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 26=-25 27=25 22) 2nd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-8=-74(F), 8-10=-74(F), 10-12=74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 7=-25 28=-25 23) 3rd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-8=74(F), 8-10=-74(F), 10-12=74(17), 13-23=-20(F) Concentrated Loads (lb) Vert: 27=-25 29=25 24) 4th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-8=74(F), 8-10=-74(F), 10-12=-74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 28=-25 30=25 25) 5th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1,25 Uniform Loads (plf) Vert: 1-3= 74(F), 3-8=74(F), 6-10=-74(F), 10-12=74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 29=-25 31=25 26) 6th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=44(F), 3-8=74(F), 8-10=-74(F), 10-12=74(17), 13-23=-20(F) Concentrated Loads (lb) Vert: 30=-25 32=25 27) 7th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-8=74(F), 8-10=-74(F), 10-12=74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 31=-25 33=-25 28) 8th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-8=-74(F), 8-10=-74(F), 10-12=-74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 9=-25 32=-25 29) 9th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-8=-74(F), 8-10=-74(F), 10-12=-74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 33=-25 34=25 30) 10th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-8=74(F), 8-10=-74(F), 10-12=74(F), 13-23=-20(F) Concentrated Loads (lb) Vert:38=-25 39=-25 31) 11th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-8=-74(F), 8-10=-74(F), 10-12=74(F), 13-23=-20(F) Concentrated Loads (Ib) Vert: 17=-25 40=25 32) 12th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-8=74(F), 8-10=-74(F), 10-12=-74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 39=-25 42=-25 33) 13th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-8=74(F), 8-10=-74(F), 10-12=-74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 41=-25 43=25 34) 14th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-8=-74(F), 8-10=-74(F), 10-12=74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 42=-25 44=-25 35) 15th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 3 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. " Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI117PI1 OuaNry Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20607 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale T22864042 J41221 y A04 ' Roof Special 1 1 �• ` Job Reference (optional) gab, � U- I Bubb, ri. nnrce, rL - o"rv4o, 6.43U s NOV 30 202U MiTek Industries, Inc. Tue Feb 1610:05:41 2021 Page 3 ID:JOkRd2MjgYw4W18Shl tS6Dzx2Ve-WmcoSeSCdEr00NP7PyVcaYAUpsIFfQtw5LFCWLzkbWe LOAD CASE(S) Uniform Loads (plf) Vert: 1-3=-74(F), 3-8=74(F), 8-10=-74(F), 10-12=74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 43=-25 46=25 36) 16th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-8=74(F), 8-10=-74(F), 10-12=74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 44=-25 47=25 37) 17th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-8=74(F), 8-10=-74(F), 10-12=74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 16=-25 46=-25 38) 18th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=74(F), 3-8=74(F), 8-10=-74(F), 10-12=74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 47=-25 48=25 39) 19th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-8=74(F), 8-10=-74(F), 10-12=74(F), 13-23=20(F) Concentrated Loads (lb) Vert: 26=-25 27=25 40) 20th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-8=74(F), 8-10=-74(F), 10-12=-74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 7=-25 28=-25 41) 21st User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-8=74(F), 8-10=-74(F), 10-12=74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 27=-25 29=25 42) 22nd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-8=74(F), 8-10=-74(F), 10-12=74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 28=-25 30=25 43) 23rd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-8=74(F), 8-10=-74(F), 10-12=-74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 29=-25 31=25 44) 24th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(17), 3-8=74(F), 8-10=-74(F), 10-12=74(F), 13-23=20(F) Concentrated Loads (lb) Vert: 30=-25 32=-25 45) 25th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-8=74(F), 8-10=-74(F), 10-12=-74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 31=-25 33=25 46) 26th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-8=74(F), 8-10=-74(F), 10-12=74(F), 13-23=-20(F) Concentrated Loads (lb) Vert:9=-25 32=-25 47) 27th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-8=74(F), 8-10=-74(F), 10-12=74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 33=-25 34=25 48) 28th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-8=74(F), 8-10=-74(F), 10-12=74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 38=-25 39=25 49) 29th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(1=), 3-8=74(F), 8-10=-74(F), 10-12=74(F), 13-23=-20(F) Concentrated Loads (Ib) Vert: 17=-25 40=-25 50) 30th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 4 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with Mrek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS9TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale T22864042 J41221 ' A04 ' Roof Special 1 1 ItJob Reference (optional) cdsl Wdal I Fuss, rF. rlerCe, rL - J4e4b, 6.43U s Nov 3U ZUZU MITEK Industries, Inc. Tue Feb 16 1U:U5:41 2021 Page 4 I D:JOkRd2MjgYw41M8Sh1 tS6Dzx2Ve-WmgSeSCdEr00NP7PyVcaYAUpsIFfQtw5LFC WLzkbWe LOAD CASE(S) Uniform Loads (plf) Vert: 1-3=74(F), 3-8=74(1`), 8-10=-74(F), 10-12=74(F), 13-23=20(F) Concentrated Loads (lb) Vert: 39=-25 42=25 51) 31st User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-8=74(F), 8-10=-74(F), 10-12=74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 41=25 43=25 52) 32nd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-8=74(F), 8-10=74(1`), 10-12=74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 42=-25 44=25 53) 33rd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-8=74(F), 8-10=-74(F), 10-12=74(1`), 13-23=-20(F) Concentrated Loads (lb) Vert: 43=-25 46=25 54) 34th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(17), 3-8=74(F), 8-10=74(17), 10-12=74(1`), 13-23=-20(F) Concentrated Loads (lb) Vert: 44=-25 47=25 55) 35th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=74(F), 3-8=74(F), 8-10=74(F), 10-12=74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 16=-25 46=25 56) 36th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-8=74(F), 8-10=-74(F), 10-12=74(F), 13-23=-20(F) Concentrated Loads (lb) Vert: 47=-25 48=25 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MFrek0 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ' a truss system. Before use, the building designer must verily the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPM Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Derrick Gale T22864043 J41221 ' A05 ' Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:05:42 2021 Page 1 ID:JOkRd2MjgYw4W8ShltS6Dzx2Ve-,y05f TgOXztOW BygOr7mid7F5ROtc3J7 m2nzkbWd 4-3-0 8-21 1111-5 211 31.3.4 3U-14 39-10-8 45 5.14 51-3.4 4-3 0 3-11-8 ' 7-8-13 7-7-1 7-8-13 41-10 4-3-10 5-7-6 5-9-6 5.00 12 5x8 = 3 23 3x6 = 34 = 244 5 2x4 11 5x8 = 22 Go 2/ 21 28 20 19 29 18 17 30 16 31 15 -1 14 13 12 5x5 = 3x6 = 34 = 3x6 = LOADING (psi) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress [nor YES BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x4 SP No.1, 5-7: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 'Except' 17-20: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 11-12,1-22: 2x6 SP No.3, 9-13,11-13: 2x4 SP No.2 REACTIONS. (size) 12=0-8-0, 22=0-8-0 Max Horz 22=-120(LC 6) Max Uplift 12=-1079(LC 8), 22=-1081(LC 8) Max Grav 12=2534(LC 14), 22=2565(LC 13) 3x8 = 3x8 M1BSHS = 34 = 34 = 4x8 M18SHS = Scale = 1:90.4 I � n 0 d A 4x12 = 3x6 II CSI. DEFL. in (too) I/deft Ud PLATES GRIP TC 0.84 Vert(LL) -0.66 14-16 >923 240 MT20 244/190 BC 0.80 Vert(CT) -1.05 14-16 >582 180 M18SHS 244/190 WB 0.92 Horz(CT) 0.22 12 n/a n/a Matrix -AS Weight: 323 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-19, 4-19, 8-16, 9-13, 11-13, 2-22 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2744/1242, 3-4=-3971/1839, 4-6=4592/2107, 6-7=4592/2107, 7-8=4820/2106, 8-9=-6992/2955, 9-1 0=-3610/1538, 10-11 =-3610/1538, 11-12=-2421/1103 BOT CHORD 21-22=-713/1779, 19-21=-964/2532, 18-19=1614/3966, 16-1B=-1779/4407, 14-16=-2186/5181, 13-14=2643/6363 WEBS 2-21=-425/1352, 3-21=-796/437, 3-19=-883/2084, 4-19=1187/688, 4-18=367/897, 6-18=-598/435,7-18=-139/617,7-16=398/1333,8-16=1250/647,8-14=-757/1920, 9-14=-1210/678, 9-13=-3256/1306, 10-13=-451/400, 11-13=-1791/4200, 2-22=-2778/1229 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=6111; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=1079,22=1081. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,`+,�11i,1,111f1II�I i 'saw, NO 228:3:90. r ?� IM Q;F 2 I do Walter'P. Finn m, o:22839 MiTek lj$A; Inii FL Cert 6634 ¢904 Parke 69 Blvd. Tampa. FIL93610 Date:. February 16,2021 ® WARNING - Vedfy design parameter; and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIi Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Derrick Gale T22864044 J41221 A06 Roof Special 1 1 Job Reference (optional) 6-2-8 12-11-11 19-8-14 26-6-1 6-2-8 6.9-3 6-9-3 5.00 12 5x5 = 3x6 = 5x5 = 2 21 3 22 23 4 4xE o.4JU s Nov JU zuzu mi I eK Inausines, Inc. I ue feD 1b 1 U:U5:44 ZUZ1 rage 1 N4W BShl tS6Dzx2Ve-wLWs4gU4w9DbFg7a443JCBoyt3knslPMnJTs6gzkbWb 1 1 37-10-8 44-5-2 51-3-4 5x5 = 3x6 = 5 6 5x14 M18SHS = Scale = 1:90.0 n 4 20 19 Zo le it 2e 2i 16 15 26 29 14 1312 11 10 3x6 II 4x10 = 5xe WB = 3x6 = 3x8 = 2x4 11 5x10 = 4x6 11 3x6 = 3x8 M18SHS = 3x8 M185HS = LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.96 SC 1.00 WB 0.97 Matrix -AS DEFL, Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d -0.71 14-16 >854 240 -1.13 14-16 >541 180 0.25 10 n/a nla PLATES GRIP MT20 244/190 M183HS 244/190 Weight: 312 lb FT = 0% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied. 15-18: 2x4 SP M 31 WEBS 1 Row at midpt 4-17, 5-14, 7-14, 7-11, 9-11 WEBS 2x4 SP No.3 *Except* 2 Rows at 1/3 pis 3-19 9-10.1-20: 2x6 SP No,3, 9-11: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 20=0-8-0 Max Horz 20=79(LC 7) Max Uplift 10=-1083(LC 8), 20=-1077(LC 8) Max Grav 10=2494(LC 14), 20=2531(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2457/1067, 2-3=-2227/1057, 34=4305/1908, 4-5=-5136/2262, 5-6=-4717/2108, 6-7=-5107/2209, 7-8=-3377/1462, 8-9=-3377/1462, 9-10=-2380/1113, 1-20=-2446/1102 BOT CHORD 17-19=-1672/31191, 16-17=2094/4860, 14-16=-2205/5129, 12-14=-2428/5636, 11-12=-2426/5641 WEBS 2-19=-68/628, 3-19=-2344/1016, 3-17=339/1259, 4-17=1005/527, 4-16=-82/494, 5-14=-859/301, 6-14=-544/1590, 7-14=1325/617, 7-11=2723/1160, 8-11=-537/457, 9-11=-1720/3975, 1-19=-1011/2528 NOTES- 1) Unbalanced roof live loads have been considered for this design. ��,`' Q�� -Ft• r' • f �l '�QE /V 2) Wind: ASCE 7-16; VuIt=170mph ,�� ;. s;•-f� F• •. (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=6ft; Cat. �� �, •• II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 NO 226.39 3) Building Designer! Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the this � ...:�. use of truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 0 „ R F :(/ .` •" 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 8) • This truss has been designed 0 �i��,ni•. P 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 ���,�� O R 1 will fit between the bottom chord and any other members, with BCDL = IO.Opsf. �j` S1 -,, • • ••.• �,1, 9) Provide mechanical chani al connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joints) except Qt=lb) , 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Waltei P Rnn PE'No.22839 sheetrock be applied directly to the bottom chord. krieli USA Stir. FL den 6634 6904 Parke East Blvd. Tampa. FL 33610 Date:' February 16,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. " Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Derrick Gale T22864045 J41221 ' A07 ' Roof Special 1 1 ' Job Reference (optional) ----- • ---•• •- ��� , o."OV 5 rvuv oV GV[V IVII r UK MUU511Ie5, Inc. I ue rev -ia 1u:uo:90 zUzl rage 1 ID:JOkRd2MjgYw4W8Shl tS6Dzx2Ve-OX4EIOVihSLSt_imeoaYlOK91 T4ybDj WOZDOf6zkbWa 4-2-8 12-0-9 19-8-14 27-5-3 35-3.4 35,1Q-8 43-4-2 51-3_4 4-2-8 7-10-1 7-8-5 7-8-5 7-10-1 0-71 75-10 7-11-2 Scale = 1:90.0 5.00 12 2X4 II 5x8 = 3x8 =4x6 = 2x4 II 4x6 =3x6 = Sx8M1t1SHS = 5x5 = 4x8 = 2 24 3 4 25 26 5 6 7 27 8 9- 4xF 23 22 30 21 20 31 19 3218 17 33 16 15 14 13 3x6 II 4x6 = 3x8 M18SHS -_ 3x8 = 3x6 = 3x6 = 5x10 = 4x8 I I 3x8 = 3x8 M18SHS = 3x8 M18SHS = 12-0-9 LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrPI2014 CSI. TC 0.80 BC 1.00 WB 0.90 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) -0.68 17-19 >901 240 Vert(CT) -1.06 17-19 >576 180 Horz(CT) 0.23 13 file file PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 314 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 2-4,6-8: 2x4 SP M 31, 4-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 *Except* WEBS 1 Row at midpt 12-13. 2-21, 3-19, 7-19, 9-14, 12-14 15-18: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 12-13,1-23: 2x6 SP No.3 2-21,3-19,7-19,8-17,9-14,12-14: 2x4 SP No.2 REACTIONS. (size) 13=0-8-0, 23=0-8-0 Max Horz 23=89(LC 8) Max Uplift 13=-1088(LC 8), 23=-1072(LC 8) Max Grav 13=2482(LC 13), 23=2538(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1989/856, 2-3=-4282/1908, 3-5=5602/2469, 5-7=-5602/2469, 7-8=-5904/2590, 8-9=-5401/2336,9-11=-3223/1410,11-12=-3223/1410,12-13=-2351/1125, 1-23=-2495/1083 BOT CHORD 21-22=-809/1770, 19-21=-1893/4279, 17-19=-2574/5902, 16-17=2194/5073, 14-16=-2240/5156 WEBS 2-22=-1406/748, 2-21=-1321/3077, 3-21=-1532/851, 3-19=-687/1631, 5-19=549/403, I1111 JI'q 9-14=2356/1012, 11-14-627/508, 12 14='16 813813, 1-22' 984/2403 744/401, ER P F �4� ,*44VQ GEIV .. NOTES- AV F �% 1) Unbalanced roof live loads have been considered for this design. : '• i N0 2283.9 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=6ft; Cat. * 11; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. ; p ,� A, )= • 44/. a 5) All plates are MT20 plates unless otherwise indicated. 6) Plates �i • 4`' 1, checked for a plus or minus 0 degree rotation about its center. . ��j •'• f3 �'' 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' �?` 1�, 8) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 13=1088, 23=1072. Wafter P,. Finn PENo:22839 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MTek USA,JnC: FL•Cert 6634 sheetrock be applied directly to the bottom chord. 6944 Parke East Blvd. Tampa FL;33610 Date:' February 16,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. " Design valid for use onty with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfythe applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Crtterla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetyinformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Derrick Gale T22864046 J41221 A08G� Half Hip Girder 1 3 Job Reference (optional), Cdbl UUdbt I rubs, ri. rlerCe, rL - 34e46, 6.431.1 9 NOV 3U ZUZU MI I eK Industries, Inc. 1 ue FeD 16 1 U:Ub:4/ ZUZ1 Pagel ID: JOkRd2MjgYw4WBSh1 tS6Dzx2Ve-LwCJiXyD4bA61s81DcOgpQSOGmU37apTHiXj7zkbWY 2-2-8 , 8-3-12 11 20-0-2 25-9-0 29.5-6 32-0-10 38-0-4 44-7-14 51 3j1 2-2 8' 6-1 4 5-11-8 5 8 14 5-8-14 3-8-6 2-7 4 6-3 10 6-3-10 6-7� Scale = 1:93.7 5.00 12 2x4 II Bx8 M18SHS = 5x8 M18SHS = 6x6 = 7xl0 M18SHS = 7x6 WB = 48 = 2x4 11 4x8 = 2x4 11 8x10 M18SHS = 3x4 11 5x5 - 2 3 P8 4 27 5 28 6 78 9 29 30 10 11 31 12 13 25 24 32 33 23 34 22 21 20 19 35 36 3718 38 39 40 17 18 41 42 15 4344 45 14 4x10 M1BSHS II HUS26 3x8 II 5x8 M18SHS = 2x4 11 7x10 M18SHS = 3x8 II HUS26 7x10 = HUS26 3x8 II HUS26 7x10 M18SHS = 8x10 = HUS26 HUS28 7x8 = HUS26 HUS26 HUS26 7xe WB = HUS25 HUS28 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS28 HUS26 HUS26 14-3-4 LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020rTP12014 CSI. TC 1.00 BC 1.00 WB 0.94 Matrix -MS DEFL. in (loc) War! L/d Vert(LL) 1.28 18-19 >475 240 Vert(CT) -1.54 18-19 >395 180 Horz(CT) 0.32 14 rile n/a PLATES MT20 M18SHS Weight: 1185 lb GRIP 244/190 244/190 FT = 0% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins, 1-2: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 6-9-14 oc bracing. WEBS 2x4 SP No.3 *Except* 13-14,1-25: 2x6 SP No.3, 3-24,3-21: 2x4 SP No.1 9-19,9-17,12-17,12-14: 2x4 SP M 31, 1-24: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 14=0-8-0, 25=0-8-0 Max Horz 25=47(LC 8) Max Uplift 14=-8103(LC 8), 25=-7548(LC 8) Max Grav 14=12201(LC 1), 25=11599(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5978/3910, 2-3=-5560/3673, 3-4=-26331/16914, 4-6=-26331/16914, 6-7=-33566/21698,7-9=-33566/21698,9-11=-26451/17459,11-12=26451/17459, 13-14=-269/226,1-25=-11763/7686 BOT CHORD 23-24=-11902118294, 21-23=-11902/18294, 20-21 =-1 9362/30167, 19-20=-19362130167, 18-19=-21305/32531, 17-18=21305/32531, 15-17=-10571/15922. 14-1 5=-1 0571/15922 WEBS 2-24=-1329/2107, 3-24=-15917/10284, 3-23=-2017/2975, 3-21=-6260/10045, 4-21=-368/323, 6-21=-4862/3101, 6-20=-167/333, 6-19=2985/4309, 7-19=378/350, �� EFt P 9-19=-493/1268, 9-18=-2064/3049, 9-17=-7450/4713, 11-17=-426/335, 12-17=-8439/12900, 12-15=2075/3067, 12-14=1917l/l2725, 1-24=7064/10832 ,�� Q��..,.....� F,�""�j� �4 G:E N 'Y NOTES- �� NO 2ZS3:8 1) 3-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected follows: 2x6 2 0-4-0 .0 :. as - rows staggered at oc. Webs follows: 2x4 connected as - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to w OF j ply connections have been provided to distribute only loads noted as (F) or(B), unless otherwise Indicated. 3) Unbalanced live loads ,i�� Q � roof have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=6ft; Cat. . ��% �j�` S 0 ;� ; . •'.,`G,�� i Lumber DOL=1.60 ip O lfor plate 5) Building verifying applied e d roof liv); d ng Designer I Project engineer responsible e load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise Indicated. Waftar,P Finn PE.No.22839 MITek USA, In1)c FL Cert6634 8) Plates checked for a plus or minus 0 degree rotation about its center. 69g4,Parke East Blvd. Tampa FL 39610 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Dmov Continued on page 2 February 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type qty Ply Derrick Gale T22864046 J41221 A08G ' Half Hip Girder 1 q J Job Reference o tional �aa, v.— i ivaa, rr. rrercn, rL - 04V40, 6.43U S NOV 3U 2UZU MITeii Industries, Inc. TUB Feb 16 10:05:48 2021 Page 2 NOTES- ID:JOkRd2MJgYw4WBShltS6Dzx2Ve-p61Mw1Xb N11kRRLJw7FN1yd8g5joagyixR4FRzkbWX 10) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joints) except (jt=lb) 14=8103, 25=7548. 12) Use Simpson Strong -Tie HUS26 (14-1Od Girder, 4-1 Od Truss) or equivalent spaced at 14-11-4 oc max, starting at 2-3-4 from the left end to 49-2-8 to connect truss(es) to front face of bottom chord. 13) Use Simpson Strong -Tie HUS26 (14-1Od Girder, 6-1 Od Truss, Single Ply Girder) or equivalent at 14-3-4 from the left end to connect truss(es) to front face of bottom chord. 14) Use Simpson Strong -Tie HUS26 (14-1 Od Girder, 6-1 Did Truss, Single Ply Girder) or equivalent at 25-9-0 from the left end to connect truss(es) to front face of bottom chord , skewed 0.0 deg.to the right, sloping 0.0 deg. down. 15) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-74, 2-13=74, 14-25=-20 Concentrated Loads (lb) Vert: 22=-862(F) 24=862(F) 23=-862(F) 21=-1752(F) 19=1752(F) 16=-862(F) 32=862(F) 33=862(F) 34=-862(F) 35=-862(F) 36=862(F) 37=-862(F) 38=-862(F) 39=-862(F) 40=862(F) 41=862(F) 42=-862(F) 43=-862(F) 44=862(F) 45=-862(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is airl s required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Oty PlyTJob Gale T22864047 J41221 �Truss. B01 Roof Special 6 ' ` rence (optional) test toast I russ, 11 Fierce, FL - 34945, 8.430 s Nov 30 2020 MTek Industries, Inc. Tue Feb 1610:05:49 2021 Page 1 I D:JOkRd2M]gYw4W18Sh1 tS6Dzx2Ve-HIJk7NYDlhruLbOXteeUvEVvh4SEX145wbBdotzkbW W -2-0-0 , 6 6-2 711 1216 18-2-11 24-1-0 29-115 35-9.10 39-5-0 2-0.0 6 8 2 0-9-14 5-0-6 5-10-5 5-10-5 5-10-5 5-10-5 3-7� Sx5 = 5.00 12 Scale = 1:73.5 12 A 26 j 3x6 = 5x5 = 3x6 = 3x8 = 3x4 = 4x6 = 3x4 = 4x8 = 6x8 = 7 4-0 15-3 6 24-1-0 32-10-10 3950 7-4-0 7-11-6 8% 10 8-9-10 M Plate Offsets (X Y)— [3:0-3-0,0-3-0], [11:0-6-12,Edoe] [18:0-2-4 0-2-12] It 9:0-2-2 0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.22 18-25 >391 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.19 18-25 >464 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.05 26 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 252 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except' 3-18: 2x6 SP No.3 OTHERS 2x4 SP No.2 *Except* 11-12: 2x8 SP No.3, 21-22: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 18=0-8-0, 26=0-6-8 Max Horz 2=331(LC 8) Max Uplift 2=-388(LC 8), 18=1130(LC 8), 26=-638(LC 8) Max Grav 2=383(LC 17), 18=2107(LC 2), 26=1496(LC 15) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-18, 6-16, 6-15, 8-15, 8-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-250/484, 34=82/451, 4-6=-15281/12, 6-7=-1420/775, 7-8=-14211775, 8-10=-1396/663, 10-11=-259/126, 11-12=-546/1341 BOT CHORD 2-18=-383/62, 16-18=-487/1202, 15-16=-561/1476, 13-15=-536/1332, 12-13=414/942 WEBS 3-18=-490/442, 4-18=-2034/821, 4-16=30/541, 6-15=-394/269, 7-15= 292/706, 8-15=-312/228, 8-13=-355/220, 10-13=94/617, 10-12=1414/633, 11-26=-1510/645 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=388, 18=1130, 26=638. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chard. 111/Ut P^ 4 No 228.39 • • r :�0 �. A F •��C A' Walter'P Finn PE:No.2239 aRk USA Iris. FL Cart 663d 690,0atiRd East Blvd. Tampa FL 33610 'Date:' February 16,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Indivldual trues web and/or chord members only. Additional temporary and permanent bracing MiT®k� is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11nPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Derrick GaleT22864048 TB'02 J41221 � Hip 1 1 I r Job Reference (optional) CGSI -.1 r 1..b, ri. nerue, rL - 09e90, n.46 U S NOV JU ZUZU mi I eK Inoustrles, Inc. I ue reD 1 b 1 U:Ub:bU ZU21 rage 1 ID:JOkRd2MjgYw4WBShl tS6Dzx2Ve-IVt7LjZrVV7zlzlbjQLAjSS27wUnaGXvF9FwBKJzkbVW 25-2-0 -2-0-0 7-0-0 6-1-3 148-8 22-0-0 Z3-0.0 30-0-0 35-10-0 40.10.0 41$p 46-2-0 50-2-0 2-0-0 7-0-0 0.9S 6-7-5 7-3-8 -0- 2.2-0 4-10.0 5-10-0 5-0-0 01 6E-0 2-0-0 Scale = 1:93.2 N d 5.00 12 2x4 11 2x4 11 2x4 11 2 1 --f? 4x8 M1BSHS = 2x4 11 5x5 = 386 7 39 8 40 41 2x4 11 2x4 11 2x4 11 13 23 21 _'" '- 20 „" Is-- , • 16 15 4x8 = 4x8 = 3x6 I 3x8 = 3x8 = 3x8 = 3x8 = 2x4 II 3x8 = 3x6 = 4x6 = 25-2-0 LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.86 BC 0.97 WB 0.71 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d -0.39 18-20 >999 240 -0.61 18-20 >804 180 0.11 13 n/a n/a PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 288 lb FT = O% 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 *Except* WEBS 1 Row at midpt 3-21, 6-20, 8-20, 8-18, 10-18 3-23: 2x6 SP No.3, 3-21: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 26-27,30-31: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 23=0-8-0, 13=0-8-0 Max Horz 2=360(LC 7) Max Uplift 2=-288(LC 8), 23=1443(LC 8), 13=-1010(LC 8) Max Grav 2=170(LC 17), 23=2991(LC 2), 13=2071(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-495/1464, 3-5=-1710/816, 5-6=-2051/1054, 6-7=-179811068, 7-8=-1804/1072, 8-9=-2773/1484, 9-10=-2741/1319, 10-12=-3493/1554, 12-13=-4259/1752 BOT CHORD 2-23=-1302/618,21-23=-13021618,20-21=-370/1639,18-20=-410/1849, 16-18=-1098/3126,15-16=1431/3863,13-15=-1431/3863 WEBS 3-23=-2742/1336, 3-21 =-1 072/2956, 5-21=-966/533, 5-20=-29/508, 10-16=-97/525, 12-16=-813/369, 12-15=0/252, 6-20=-68/343, 9-18=-497/391, 8-20=-464/207, 8-18=-706/1511,10-18=-958/496 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load 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, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=288,23=1443,13=1010. 10) Load case(s) 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss, 11) MULTIPLE LOADCASES - This design is the composite result of multiple load cases. 12) User moving load cases exist: Review the load cases for details. 13) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ContishRRtranlp{igcopplied directly to the bottom chord. 14 No 22839 Wafter'P. Rim PE No 22839 MTek USA I= FGCert 6634 69,04 Parke East Blvd. Tampa 17 3,610. Date:` February 16,2021 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. ' Design valid for use only with Mrrek® connectors. This design is based ony upon parameters shown, and is for an Individual building component, not a truss system, Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSI/lP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale J41221 ' � 802 Hip 1 1 � c T22864048 Job Reference o tional oast I I-, rr, nerce, FL - 34946, a.430 Is Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:05:50 2021 Page 2 NOTES- ID:JOkRd2MjgYw4W18Sh1 tS6Dzx2Ve-IVt7LjZrW?zlzlbjQLAjSS27wUnaGXvF9FwBKJzkbvw 14) 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 Except: 21) 1st User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-74(F), 7-8=-74(F), 8-14=-74(F), 32-35=-20(F) Concentrated Loads (lb) Vert: 7=-25 38=-25 22) 2nd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=74(F), 7-8=74(F), 8-14=-74(F), 32-35=-20(F) Concentrated Loads (lb) Vert: 6=-25 39=-25 23) 3rd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=74(F), 7-8=74(F), 8-14=-74(F), 32-35=20(F) Concentrated Loads (lb) Vert: 7=-25 8=-25 24) 4th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=74(F), 7-8=74(F), B-14=-74(F), 32-35=-20(F) Concentrated Loads (lb) Vert: 39=-25 40=25 25) 5th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=74(F), 7-8=74(F), 8-14=-74(F), 32-35=-20(F) Concentrated Loads (lb) Vert: 8=-25 41=-25 26) 6th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=74(F), 7-8=74(F), 8-14=-74(F), 32-35=-20(F) Concentrated Loads (lb) Vert: 40=-25 42=-25 27) 7th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=74(F), 7-8=74(F), 8-14=-74(F), 32-35=20(F) Concentrated Loads (lb) Vert: 41=-25 43=25 28) 8th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=44(F), 7-8=74(F), 8-14=-74(F), 32-35=-20(F) Concentrated Loads (lb) Vert: 9=-25 42=-25 29) 9th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=74(F), 7-8=74(F), 8-14=-74(F), 32-35=20(F) Concentrated Loads (lb) Vert: 43=-25 44-25 30) 10th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pil) Vert: 1-7=74(F), 7-8=74(F), 8-14=-74(F), 32-35=20(F) Concentrated Loads (lb) Vert: 19=-25 46=-25 31) 11th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=74(F), 7-8=74(1=), 8-14=-74(F), 32-35=20(F) Concentrated Loads (lb) Vert: 20=-25 48=25 32) 12th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-74(F), 7-8=74(F), 8-14=-74(F), 32-35=20(F) Concentrated Loads (lb) Vert: 19=-25 49=25 33) 13th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=74(F), 7-8=74(F), 8-14=44(F), 32-35=20(F) Concentrated Loads (lb) Vert: 48=-25 50=-25 34) 14th User Defined Moving Load - Dead + Roof Live (balanced); Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=74(F), 7-8=74(F), B-14=-74(F), 32-35=-20(F) Concentrated Loads (lb) Vert: 49=-25 51=-25 35) 15th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=74(F), 7-8=74(F), 8-14=-74(F), 32-35=20(F) Continued on page 3 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not e truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrigation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale � T22864048 J41221 B02 Hip 1 1 + ' Job Reference o tional U.43U s Nov 30 MU MTek Industries, Inc. Tue Feb 1610:05:50 2021 Page 3 ID:JOkRd2MjgYw4W BShl tS6Dzx2Ve-Nt7LjZrW7zlzlbjQLAjSS27wUnaGXvF9FwBKJzkbVW LOAD CASE(S) Concentrated Loads (Ib) Vert:50=-25 52=-25 36) 16th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=74(F), 7-8=-74(F), 8-14=44(F), 32-35=-20(F) Concentrated Loads (lb) Vert: 51=-25 53=25 37) 17th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=74(F), 7-8=74(F), 8-14=44(F), 32-35=-20(F) Concentrated Loads (lb) Vert: 18=-25 52=25 38) 18th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=44(F), 7-8=74(F), 8-14=44(F), 32-35=20(F) Concentrated Loads (lb) Vert: 53=-25 54=25 ® WARNING - Vedfy deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. " Design valid for use onlywith MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery,*action and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale T22864049 J41221 B03 Hip 1 1 Job Reference (optional) East Goast I russ, Ft. Hierce, FL - 34945, 8.430 s Nov 30 2020 M7i ek Industries, Inc. Tue Feb 1610:05:52 2021 Page 1 ID:JOkRd2MjgYw4WI8Shl tS6Dzx2Ve-ht7tmPb51 cETC3k6YmCBXt7MMHTgkNwYdZPHOCzkbWr 2-0-0 7-5 3 14-2-10 21-0-0 211,0 27-2-0 30-0-0 33-11,1 481 13 48-2A 0-2A 2A-0 7-5 3 6-9b 6-9A A- 5-2-0 2-10-0 3-11 6 6-9E 7-53 2AA 2x4 N d 48 = 3x8 II 5x8 = LOADING (psi) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 16-18: 2x4 SP No.2 WEBS 2x4 SP No.3 `Except* 3-22: 2x6 SP No.3 OTHERS 2x4 SP No.2 *Except* 25-26,29-30: 2x4 SP No.3 5x8 M18SHS = 5.00 12 2x4 11 5x5 = 6 7 37 38 39 40 8 41 42 2x4 II 22 21 -- -- 2019 -- '- -' 17 -- 18 15 3x6 = 4x8 = 3x6 = Scale = 1:93.2 11 ?x4 II N 14 b 3x8 = 6x6 = 2x4 11 4x8 = CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.80 Vert(LL)-0.4417-19 >999 240 MT20 244/190 BC 0.99 Vert(CT) -0.70 17-19 >701 180 M18SHS 244/190 WB 1.00 Horz(CT) 0,11 13 n/a n/a Matrix -AS Weight: 298 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-21, 12-16, 7-19, B-19 REACTIONS. (size) 2=0-8-0, 22=0-8-0, 13=0-8-0 Max Horz 2=332(LC 7) Max Uplift 2=-332(LC 8), 22=1391(LC 8), 13=-1018(LC 8) Max Grav 2=207(LC 17), 22=2865(LC 2), 13=2095(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-377/1219, 3-5=-1668/801, 5-6=2126/1088, 6-7=-1899/1081, 7-8=-1899/1081, 8-9=-2747/1430, 9-1 0=-2787/1360, 10-12=-3338/1501, 12-13=-4263/1758 BOT CHORD 2-22=-1062/512,21-22=-1062/512,20-21=-380/1630,19-20=-447/1949,17-19=-565/2130, 16-17=1000/2943, 15-16=1427/3859, 13-15=1427/3859 WEBS 3-22=-2641/1266, 3-21=-962/2700, 5-21=-1006/539, 5-20=-86/656, 10-17=-892/494, 10-16=-142/546, 12-16=-993/467, 12-15=0/305, 8-17=529/1275, 7-19=-42/266, B-19=-637/233 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=332,22=1391,13=1018. 10) Load case(s) 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34. 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) MULTIPLE LOADCASES — This design is the composite result of multiple load cases. 12) User moving load cases exist: Review the load cases for details. Continued on page 2 �% REF► P F GE N SF.,%1% No 22830 Walter R Finn PE.No.22839 MiTek USA, irie: FL dert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:' February 16,2021 ® WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. " Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale � T22864049 J41221 B03 Hip 1 1 Job Reference (optional) test roast 1 russ, t•t. rieme, t•L - MUMi, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:05:52 2021 Page 2 NOTES - I D:JOkRd2MjgYw4lMBShl tS6Dzx2Ve-ht7tmPb51 cETC3k6YmCBXt7MMHTgkNwYdZPHOCzkbwr 13) 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. 14) 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 Except: 21) 1st User Defined Moving Load - Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=74(17), 6-8=74(F), 8-14=-74(F), 31-34=20(F) Concentrated Loads (lb) Vert: 6=-25 37=-25 22) 2nd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-6=74(F), 6-8=74(F), 8-14=-74(F), 31-34=20(F) Concentrated Loads (lb) Vert: 7=-25 38=-25 23) 3rd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-6=-74(F), 6-8=74(F), B-14=-74(F), 31-34=20(F) Concentrated Loads (lb) Vert:37=-25 39=-25 24) 4th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=74(F), 6-8=74(F), 8-14=-74(F), 31-34=20(F) Concentrated Loads (lb) Vert: 38=-25 40=25 25) 5th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-6=74(F), 6-8=74(F), 8-14=44(F), 31-34=20(F) Concentrated Loads (lb) Vert:8=-25 39=-25 26) 6lh User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6= 74(F), 6-8=-74(F), 8-14=44(F), 31-34=20(F) Concentrated Loads (lb) Vert: 40=-25 41=25 27) 7th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=74(F), 6-8=74(F), 8-14=44(F), 31-34=20(F) Concentrated Loads (lb) Vert: 8=-25 42=-25 28) 8th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=74(F), 6-8=74(F), 8-14=-74(F), 31-34=20(F) Concentrated Loads (lb) Vert: 9=-25 41=-25 29) 9th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=74(F), 6-8=74(F), 8-14=-74(F), 31-34=-20(F) Concentrated Loads (lb) Vert: 42=-25 43=25 30) 10th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=74(F), 6-8=74(F), 8-14=-74(F), 31-34=20(F) Concentrated Loads (lb) Vert: 20=-25 46=25 31) 11th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pli) Vert: 1-6=74(F), 6-8=74(F), 8-14=-74(F), 31-34=20(F) Concentrated Loads (lb) Vert: 19=-25 18=25 32) 12th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-6=74(F), 6-8=74(F), 8-14=-74(F), 31-34=20(F) Concentrated Loads (lb) Vert: 46=-25 48=25 33) 13th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-6=-74(F), 6-8=-74(F), B-14=-74(F), 31-34=20(F) Concentrated Loads (lb) Vert: 18=-25 49=25 34) 14th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-6=74(F), 6-8=-74(F), 8-14=-74(F), 31-34= 20(F) Concentrated Loads (lb) Vert: 48=25 50=25 35) 15th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 3 .......... _..._... _._- ® WARNING • Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE.�� _ .. Design valid for use only with MrekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7P/1 Quallty Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Sarefylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job TrussTypeQty PlyJJ errick Gale T-TrO3 J41221 Hip 1 b Reference o lional cast wdst I ru3a, Fi. Pierce, t-L - J9e90, 8.430 s Nov 30 2020 MTek Industries, Inc. Tue Feb 1610:05:52 2021 Page 3 ID:JOkRd2MjgYw4WIBShl tS6Dzx2Ve-ht?tmPb51 cETC3k6YmCBXt7MMHTgkNwYdZPHOCzkbVVT LOAD CASE(S) Uniform Loads (plf) Vert: 1-6=74(F), 6-8=74(F), 8-14=-74(F), 31-34=20(17) Concentrated Loads (lb) Vert: 49=-25 51=25 36) 16th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=74(F), 6-8=74(F), 8-14=-74(F), 31-34=20(F) Concentrated Loads (lb) Vert: 50=-25 53=25 37) 17th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=74(F), 6-8=74(F), 8-14=-74(F), 31-34=20(F) Concentrated Loads (lb) Vert: 17=-25 51=25 38) 18th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=74(F), 6-8=74(F), 8-14=-74(F), 31-34=20(F) Concentrated Loads (lb) Vert: 53=-25 54=25 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTF11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Derrick Gale T22864050 J41221 ' B04 ' Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:05:54 2021 Page 1 ID:JOkRd2MjgYw4W18Shl tS6Dzx2V"G7dB5cLZDUASMuVfBEfclCic5ArCM6g4tuOT5zkbWR 2-0-01 6-9-3 7,4,0 12-10-10 19-0-0 22-0.0 25.6-2 29-2-0 3¢Or0 35-3.6 41-4-13 48-2-0 go 2-0 2-0.0 6-9-3 O F I3 5 6 10 6.7 3-0-0 3.6.2 3-7-14 0-10-6 5-3.6 6-1 6 6-9-3 2-0-0 2x4 II 2x4 I I 2x4 11 2 1 _ 3x8 I I 5.00 12 5x8 2x4 11 3x8 = 48 M18SHS = 6 397 40 41 842 43 44 9 4§0 46 23 " 21 - 20 iovo — ou aioc oa 18 -• ao It oo -io 46 —_ 3x8 I 34 = 3x6 = 3x8 = 3x8 = 3x8 = 7-4-0 LOADING (psi] SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 19-22: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-24: 2x6 SP No.3, 3-23: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 27-28,31-32: 2x4 SP No.3 3x8 = 4x8 = 3x6 = CSI. DEFL. in (loc) Ildefl L/d PLATES TC 0.81 Vert(LL) -0.36 18-20 >999 240 MT20 BC 0.89 Vert(CT) -0.5718-20 >853 180 M18SHS WB 0.70 Horz(CT) 0.10 14 n/a n/a Matrix -AS Weight: 293 lb BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 11-18, 8-20, B-18 REACTIONS. (size) 2=0-8-0, 24=0-8-0, 14=0-8-0 Max Horz 2=-303(LC 6) Max Uplift 2=-363(LC 18), 24=1463(1_C 8), 14=1007(LC 8) Max Grav 2=97(LC 17). 24=3028(LC 2), 14=2080(LC 14) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (ib) or less except when shown. TOP CHORD 2-3=-539/1594, 3-5=-1231/636, 5-6=-1926/1006, 6-7=-2026/1109, 7-8=-2026/1109, 8-9=-2439/1266,9-10=-2358/1228,10-11=-2723/1302,11-13=-3838/1624, 13-14=-4171/1774 BOT CHORD 2-24=-1474/665, 23-24=-1474/665, 21-23=-225/1226, 20-21=-411/1790, 18-20=-626/2197, 16-18=1073/3065, 14-16=1448/3802 WEBS 3-24=-2817/1319, 3.23=-1018/2810, 5-23=-1220/618, 5-21=-251/905, 6-21= 480/191, 6-20=-331/1010, 7-20=-294/165, 11-18=-10031555, 11-16=-167/762, 13-16=-489/389, 8-20=-535/242, 8-18=-120/497, 10-18=195/631 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise Indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=363, 24=1463, 14=1007. 10) Load case(s) 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. 11) MULTIPLE LOADCASES — This design is the composite result of multiple load cases. Oa)t14eetjrDflt(1 ftd cases exist: Review the load cases for details. Scale = 1:93.2 48 = GRIP 2441190 244/190 FT = 0% SR PEIV t� .. i. N'o 228'39 r Walter'R Rnn PE:No:22839 MITek6sik Inc': FL Cert6634 6904 Parke East Blvd, Tampa FIL33610 Date; February 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rov. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty PlyT rrick Gale T22864050 J41221 B04 Hip 1 , r Reference o tional tea„ . ..L �aa, ri. rinrcn, FL - ays9o, 8.430 s Nov 30 2020 MITek Industries, Inc. Tue Feb 16 10:05:54 2021 Page 2 NOTES- ID:JOkRd2MjgYw4W8Shl tS6Dzx2Ve-eG7dB5cLZDUASMuVfBEfclCic5ArCM6g4tuOT5zkbWR 13) 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. 14) 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 Except: 21) 1st User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=74(F), 6-9=74(F), 9-15=-74(F), 33-36=20(F) Concentrated Loads (lb) Vert: 39=-25 40=-25 22) 2nd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=74(F), 6-9=74(1`), 9-15=74(F), 33-36=20(F) Concentrated Loads (lb) Vert: 7=-25 41=-25 23) 3rd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=74(F), 6-9=74(F), 9-15=-74(F), 33-36=20(F) Concentrated Loads (lb) Vert: 40=-25 42=-25 24) 4th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-6=74(F), 6-9=74(F), 9-15=-74(F), 33-36=20(F) Concentrated Loads (lb) Vert: 41=-25 43=25 25) 5th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-6=74(F), 6-9=74(F), 9-15=-74(F), 33-36=20(F) Concentrated Loads (lb) Vert: 42=-25 44=25 26) 6th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=74(F), 6-9=74(F), 9-15=-74(F), 33-36=20(F) Concentrated Loads (lb) Vert: 43=-25 45=-25 27) 7th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-74(F), 6-9=74(F), 9-15=-74(F), 33-36=20(F) Concentrated Loads (lb) Vert: 9=-25 44=-25 28) 8th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-6=-74(F), 6-9=74(F), 9-15=-74(F), 33-36=20(F) Concentrated Loads (lb) Vert: 10=-25 45=25 29) 9th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-74(F), 6-9=74(F), 9-15=-74(F), 33-36=-20(F) Concentrated Loads (lb) Vert:9=-25 46=-25 30) 10th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=74(F), 6-9=-74(F), 9-15=-74(F), 33-36=20(F) Concentrated Loads (lb) Vert: 19=-25 47=25 31) 11th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=74(F), 6-9=74(1`), 9-15=-74(F), 33-36=-20(F) Concentrated Loads (lb) Vert: 20=-25 48=-25 32) 12th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=74(F), 6-9=74(F), 9-15=-74(F), 33-36=-20(F) Concentrated Loads (lb) Vert: 19=25 49=25 33) 13th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=44(F), 6-9=74(F), 9-15=-74(F), 33.36=20(F) Concentrated Loads (lb) Vert: 48=-25 50=25 34) 14th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=44(F), 6-9=74(F), 9-15=-74(F), 33-36=20(F) Concentrated Loads (lb) Vert:49=-25 51=-25 35) 15th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 3 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYM11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Derrick Gale T T22864050 J41221 Hip Job Reference o tional rase coast i russ, t-L vierce, VL - J4846, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1510:05:54 2021 Page 3 ID:JOkRd2MjgYw4WI8Sh1 tS6Dzx2Ve-eG7dB5cLZDUASMuVfBEfclCic5ArCM6g4luOT5zkbWR LOAD CASE(S) Uniform Loads (plf) Vert: 1-6=74(F), 6-9=74(F), 9-15=-74(F), 33-36=20(1=) Concentrated Loads (lb) Vert: 50=-25 52=25 36) 16th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=74(F), 6-9=74(F), 9-15=74(F), 33-36=20(F) Concentrated Loads (lb) Vert: 51=-25 54=-25 37) 17th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=74(F), 6-9=74(F), 9-15=-74(F), 33-36=20(F) Concentrated Loads (lb) Vert: 18=-25 53=25 38) 1 Sth User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=74(F), 6-9=74(1=), 9-15=-74(F), 33-36=-20(F) Concentrated Loads (lb) Vert: 54=-25 55=25 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web end/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Crlterte, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale T22864051 J41221 B05 Hip 1 1 Job Reference (optional) East toast truss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:05:55 2021 Page 1 ID:JOkRd2MjgYw4WIBShltS6Dzx2Ve-6Sh00Rd KXc13WrhDulu9VIuAVXdxk7 JXey7XzkbWQ 2-0-0, 6-1-3 7�-0 116-10 17-0-0 24-1-0 31-2-0 3875 42-0-13 4&2-0 50-2-0 2 0 0 6-1-3 1'_2A 4-2-10 5-55 7-1-0 7-1-0 5-5 6 5.5� 6-1-3 2 0 0 Scale = 1:93.2 2x, a 5.00 12 5x8 = 2x4 11 5x8 = 20 ._ 18 __ 17 __ 16 ._ .. 4x6 = 5x5 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020frP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 `Except* 17-19: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-20: 2x6 SP No.3 OTHERS 2x4 SP No.3 *Except* 21-22,25-26: 2x4 SP No.2 3x6 = 3x6 = 5x8 = 3x6 = 5X6 WB = I 14 11 !x4 11 1 N 13 d 3x8 = 4x8 = CSi. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.76 Vert(LL) -0.37 14-16 >999 240 MT20 244/190 BC 0.79 Vert(CT) -0.66 14-16 >744 180 WB 0.97 Horz(CT) 0.12 12 n/a n/a Matrix -AS Weight: 271 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-20, 8-17 REACTIONS. (size) 2=0-8-0, 20=0-8-0, 12=0-8-0 Max Horz 2=-274(LC 6) Max Uplift 2=-341(LC 18). 20=1429(1_C 8), 12=1012(LC 8) Max Grav 2=98(LC 17), 20=2991(LC 2), 12=2084(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-499/1447, 3-5=-311/1384, 5-6=-1895/950, 6-7=-2481/1301, 7-8=-2487/1306, 8-9=-2914/1362,9-11=-4131/1746,11-12=-4308/1776 BOT CHORD 2-20=-1338/626, 18-20=-167/893, 17-18=408/1783, 16-17=-794/2602, 14-16=-1163/3205, 12-14=1459/3913 WEBS 3-20=-48B/438, 5-20=-3033/1208, 5-18=-328/1303, 6-18=589/345, 6-17=520/1216, 7-17=-585/417, 8-16=-219/898, 9-16=835/494, 9-14=-206/814, 11-14=-381/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; 8=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=341, 20=1429, 12=1012. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. No 2283;9 �k �♦0•.OA) O R 1 O •,.• V/0NALE.����` WalterR Finn PE,W 22839 MIT& USA; lnc, FL dart6W 0904-Rorke'East Blvd. Tampa FL,33610' DAW, February 16,2021 ® WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. 5/1912020 BEFORE USE, Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrP/f Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale T22864052 J41221 B06 ' Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:05:56 2021 Page 1 ID:JOkRd2MjgYw4W18Sh1 tS6Dzx2Ve-aeEObnec5rkuhg2lncH7hjH7bvt9gHu7XBNVXzzkbWP 2-0 0 7-4-0 7-�-14 15-0-0 21-0=11 27-1-5 33-2-0 40.4-2 48-2-0 2-0-0 74.0 4-0 0- 4 7-2-2 6-0-11 6-0-11 6-0-11 7-2-2 7-9-14 2-0-0 2x4 N d 5.00 12 5x5 = 4 33 3x6 = 3x6 = 34 = 5x5 = 5 6 7 348 18 " 16 "" "" ' "' "" 14 12 06 —_ 3x6 II 3x6 = 6x8 3x8 = 2x4 II 4x6 3x10 = 5x6 WB = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020(rP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-18: 2x6 SP No.3, 3-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 19-20,23-24: 2x4 SP No.2 Scale = 1:93.2 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.97 Vert(LL) -0.39 14-15 >999 240 MT20 244/190 BC 0.83 Vert(CT)-0.6314-15 >777 180 WB 0.62 Horz(CT) 0.11 10 n/a n/a Matrix -AS Weight: 259 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-16, 5-16, 7-14, 9-14 REACTIONS. (size) 2=0-8-0, 18=0-8-0, 10=0-8-0 Max Horz 2=-245(LC 6) Max Uplift 2=-414(LC 18). 18=1463(LC 8), 10=1007(LC 8) Max Grav 2=19(LC 17), 18=3066(LC 2), 10=2075(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-548/1642, 3-4=-1673/809, 4-5=1464/819, 5-7=-2768/1337, 7-8=-2882/1389, 8-9=-3181/1415, 9-1 0=-4167/1734 BOT CHORD 2-18=-1495/671, 16-1 8=-1 220/529,15-16=-792/2476, 14-15=-984/2891, 12-14=-1399/3799, 10-12=1403/3786 WEBS 3-18=-2855/1362, 3-16=-950/2804, 4-16=0/337, 5-16=-1495/657, 5-15=-161/781, 7-15=-433/279, 7-14=-406/107, 8-14=190/783, 9-14=-1083/535, 9-12=0/299 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about Its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=414, 18=1463, 10=1007. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ea P No 22839 • :, • nln.n►1� Wafter TInn PENo.22839 MITsk USA; lac. FL Certi5W 6904,Parke East Blvd. Tampa FL 33610 Dates' February 16,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Derrick Gale T T22864053 J41221 Hip 1 1 Job Reference (optional) Iasi coasi I Russ, t-t, vierce, t-L-:l4VM:o, t$.43U S NOV 3U 2U2U MI I eK Industries, Inc. I u@heD 16 1U:Ub:b6 2Uz1 vage 1 ID:JOkRd2MjgYw4W18Shl tS6Dzx2Ve-W1 M8OSfsdS_cw_CGul Jbm8NLGiW688 WQ9VsccszkbWN 1-2-0-01 6-9-14 7,4,0 13-0-0 2M-4 27-B-12 36-2-0 41-4-2 48.2-0 50-2-0 2-0.0 6-9-14 0-e 2 5 8 0 7-5 4 7-3-8 7-5-4 6-2-2 6-9-14 2-0-0 3x6 = 5x8 = 2x4 II 3x6 = 5x8 = 5.00 12 4 35 35 5 6 7 37 38 8 20 19 18 39 17 18 40 15 41 14 13 12 4xB __ 3x6 II 3x6 __ 4x8 = 3x6 = 3x6 —_ 2x4 II 4x8 3x8 = 4x8 = 4x8 = Scale = 1:91.8 II � !x4 11 N 11 d LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.90 BC 0.99 WB 0.80 Matrix -AS DEFL, Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud -0.38 13-15 >999 240 -0.61 13-15 >803 180 0.12 10 file n/a PLATES GRIP MT20 244/190 Weight: 259 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 *Except* WEBS 1 Row at midpt 4-17, 7-17 3-20: 2x6 SP NoA 3-19: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 23-24,27-28: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 20=0-8-0, 10=0-8-0 Max Horz 2=-217(LC 6) Max Uplift 2=-541(LC 18), 20=1519(LC 8), 10=998(LC 8) Max Grav 20=3198(LC 2), 10=2052(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-659/1938, 3-4=-1149/601, 4-5=2651/1330, 5-7=-2651/1330, 7-8=-3356/1601, 8-9=-3360/1484,9-10=-4188/1720 BOT CHORD 2-20=-1772/773, 19-20=-17721773, 17-19=-169/1057, 15-17=-1177/3314, 13-15=-1018/3009, 12-13=1399/3795, 10-12=1399/3795 WEBS 3-20=-3010/1385,3-19=-1085/3042,4-19=-1231/627,4-17=-914/2137,5-17=-581/420, 7-17=-881/339, 8-15=-198/655, 8-13=98/637, 9-13=-882/422, 9-12=0/257 NOTES -ER Pf 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=451t; L=24ft; eave=6ft; Cat. ,��, Q� +.: • • //Lw �j� E NtS �• ��, gust) II; Exp C; Encl., GCpi=0.18; MWFRS ,� AG �'Y (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 ••� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific .` •: N,0 2283.9 to the use of this truss component. ... .. + 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. •: r 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide (��O' 44/ .` will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 8) Provide Q *., • �' �� �i�'� •• Q';� �� mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=541, 20=1519, 10=998. O R `r� �� �j�1 •,-„•••�:• i?,�. 9) This truss designrequires structural wood sheathing be applied directly to the top chord and 1/2" gypsum she truck be ed directly to the bottom chord. Walter R Firm PE No:22839 MAlk UE4 Inc: FL Cert-6634 6904 Parke East Blvd. Tampa FL39610 Date: February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE, Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Derrick Gale T22864054 J41221 BOBG Hip Girder ]Ply 1 n ` L o tional Job Reference Cast coast ! cuss, m. Pierce, FL - 34Y46, 8.430 s Nov 30 202U MITeK Industries, Inc. Tue FeD 16 1u:06:00 2021 Page 1 ID:JOkRd2MjgYw4W BShltS6Dzx2Ve-SQUvRBh693EKAHMeORL4sZSi7WDIcOhjSoLjhkzkbWL 2-0.0 5-9-14 7 4 0 11-0-0 16-3-14 21-5-15 28-8 1 31-10-2 37-2-0 41-2-0 48-&0 50-2-0 2-0.0 5 9-14 6-2 3 8 0 5-3-14 5-2-2 5-2-2 5-2-2 5 3 14 4-0-0 7-0-0 2-0.0 Scale = 1:91.6 6xe = 5.00 12 8x10 M18SHS � 4 48 = 8x10 M18SHS = 2x4 11 7x6 WB = 40 5 41 e 7 8 7x10 M18SHS = 2x4 11 942 43 10 :;. 2x4 1 1 5xio 27 26 25 ;A45 23 46 2247 48 21 49P0 50 195152 53 5418 55 17 58 le 57 15 4x1C M18SHS II 7x8 WB =HUS26 7xB. 3x6 I I HUS26 6x8 = HUS26 Bx6 = 4x4 = 8xl0 M1BSHS = 3xe 11 HUS26 6x8 M18SHS = HUS26 5x8 M18SHS = NAILED NAILED HUS26 HUM HUS26 HUS28 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 26-8-1 31-10-2 37 Plate Offsets (X,Y)— [2:0-4-3,0-3-0], [4:0-3-0,0-2-9], [7:0-3-0,Edge], [10:0-4-4,0-4-8], [16:0-3-0,0-3-12], [1 x8 M18SHS = I 24 1 3 24 1 4 LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020rTP12014 CSI. TC 0.87 BC 0.85 WB 0.95 Matrix -MS DEFL. in (loc) War Ud Vert(LL) 0.84 18-19 >581 240 Vert(CT) -1.00 18-19 >490 180 Horz(CT) 0.18 13 file file PLATES MT20 M18SHS Weight: 682 lb GRIP 244/190 244/190 FT = 0% LUMBER- BRACING. TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins. 4-7,7-10: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. BOT CHORD 2x6 SP SS WEBS 1 Row at midpt 5-24 WEBS 2x4 SP No.3 *Except* 3-26: 2x6 SP No.2, 3-24: 2x4 SP M 31 5-24,5-21,8-21,8-18,10-18: 2x4 SP No.1 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 26=(0-8-0 + bearing block) (req. 0-8-14), 13=0-8-0 Max Horz 2=240(LC 7) Max Uplift 2=-4547(LC 18), 26=-10139(LC 8), 13=4598(LC 8) Max Grav 2=2822(LC 5), 26=15040(LC 1), 13=6965(LC 1) 4 FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-8138/12247, 3-4=-898/760, 4-5=7561723, 5-6=-15847/10963, 6-8=-15847/10963, 8-9=-18366/12562, 9-10=-18370/12565, 10-11=15710/10621, 11-12=-16934/11115, 12-13=-17107/11168 BOT CHORD 2-26=-11219/7695, 24-26=-11219/7695, 22-24=6620/9940, 21-22=-6620/9940, 19-21=-12479/18684,18-19=12479/18684,16-18=-9538/14551,15-16=-10053/15621, 4, 13-15=-10138/15748 WEBS WEBS 3-26=-14798/10082, 3-24=-10245/15147, 4-24=-369/234, 5-24=-12229/8272, ���ER P . • • F%ry��11""l�� 5-22=-1644/2449, 5-21=-5251/7805, 6-21=-354/276, 8-21=-3750/2486, 8-19=-1554/2294, ��," `'`P�� . �� V. �G ENS a Y 8-18=-574/449,9-18=-582/414,10-18=3492/5177,10-16=-1704/2626,11-16=-1403/693, �~ V F �• 11-15=-350/964, 12-15=-336/231 83• N.o 22:9 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected follows: 2x4 1 0-7-0 2x6 2 0-9-0 'b as - row at oc, - rows staggered at Co. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 Co. Webs follows: 2x6 S • �/ �' ': • �/ connected as - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 Co. 2) All loads to �� �i�'�t��•. are considered equally applied all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to Q �4� �Z��� �`G,�1 ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. �j`�S �D.R :• 3) 2x6 SP SS bearing 12 longat jt. 26 attachedeach face with 3 rows of 10d (0.131"x3") nails spaced 3" o.c. 12 Total .block s fasteners peri to SP SS. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=48ft; eave=6ft; Cat. Walte!.,Rflnn PE.No 22839_ II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 MiTek USA IricrFL Cert 15634 6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 0004 Parke East Blvd, Tampa FL,33610 to the use of this truss component. Date: ffd tE drainage to prevent water ponding. February 16,2021 ® WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. " Design valid for use only with MiTeklD connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary, and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSU7P/1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale J41221 B08G Hip Girder 1 T22864054 ' n L Job Reference o tional Sao, vvoa, ,.—, rl. riviuu, rL-34946. 8,430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:06:00 2021 Page 2 I D: J OkRd2 Mj gYw4 WI8Sh 1 tS6Dzx2Ve-S Q UvR8h693EKAHMeORL4sZSi7 WDIoOhj SoHhk7khlM NOTES- 8) All plates are MT20 plates unless otherwise Indicated. 9) Plates checked for a plus or minus 0 degree rotation about its center. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) ' 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (Jt=lb) 2=4547, 26=10139, 13=4598. 13) This truss has large uplift reacticn(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 14) Use Simpson Strong -Tie HUS26 (14-1 Od Girder, 4-10d Truss) or equivalent spaced at 2-0-8 oc max. starting at 11-0-12 from the left end to 37-1-4 to connect truss(es) to back face of bottom chord. 15) Use Simpson Strong -Tie HUS26 (14-1 Od Girder, 4-1 Od Truss) or equivalent at 41-1-4 from the left end to connect truss(es) to back face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. 17) "NAILED" indicates 3-1 Od (0.148'W") or 3-12d (0.148"x3.25") toe -nails per NDS guldlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74, 4-10=74, 10-14=-74, 2-13=-20 Concentrated Loads (lb) Vert: 24=-862(B) 16=862(B) 15=-1032(8) 44=79(B) 45=862(B) 46=-862(B) 47=-862(B) 48=862(B) 49=-862(B) 50=862(B) 51=862(B) 52=-862(B) 53=862(B) 54=-862(B) 55=862(B) 56=862(B) 57=79(B) ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not�- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITP/t quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2D601 Tempe, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale ' r T22864055 Job C01 Roof Special 1 1 r Job Reference (optional) 3x4 rl. rloice, rL - oywo, 6.43U S NoV 3U ZUZO MIT eK Industries, Inc. TUe Feb 16 10:05:01 2021 Page 1 ID:JOkRd2MjgYw4W BSh1tS6Dzx2Ve-xc2HfUhkwNMBoRwra9sJOm7_QwXCLSRshS5GDBzkbWK 5-10-11 11-5-13 17-1-0 22-8-3 28-3-5 32-5-0 5-10-11 5-7-3 5-7-3 5-7-3 5-7-3 4-1-11 8-3-0 44 = 5.00 F12 VCR I Il'ML LGVJ MRG NU 1 Ljr_oiu14ClJ rUR LM I CRML LOADS IMPOSED BY SUPPORTS (BEARINGS). Scale = 1:58.3 uS 1� LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.24 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.39 11-13 >975 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.12 17 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -AS Weight: 191 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 2-16 1-16,9-17: 2x6 SP No.3 REACTIONS. (size) 16=0-8-0, 17=0-5-8 Max Horz 16=233(LC 7) Max Uplift 16=-677(LC 8), 17=681(LC 6) Max Grav 16=1574(LC 13), 17=1570(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-424/202, 2-4=2433/1120, 4-5=1817/932, 5-6=-1817/932, 6-8=-2053/945, 1-16=-334/222, 10-17=-1570/681 BOT CHORD 15-16=-973/2322, 13-15=-820/2107, 11-13=-747/1849, 10-11=-697/1599 WEBS 4-15=-64/397, 4-13=-680/422, 5-13=42311026, 6-13=-463/317, 2-16=-2180/959, 8-11=0/445, 8-10=-2026/898 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=1Slit; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 17 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 16=677,17=681. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. UO 22839 • �* r February 16,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safely information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale T22864056 J41221 CO2 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 4x4 = 5.00 12 3x4 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:06:02 2021 5-7-3 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). Scale = 1:80.2 LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020frP12014 CSI. TC 0.39 BC 0.97 WB 0.85 Matrix -AS DEFL, in (loc) I/deft L/d Vert(LL) -0.29 11-13 >999 240 Vert(CT) -0.50 11-13 >764 180 Horz(CT) 0.12 17 n/a rile PLATES GRIP MT20 244/190 Weight: 201 lb FT = 0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied. WEBS 2x4 SP No.3 `Except' WEBS 1 Row at midpt 2-16, 8-10 1-16,9-17: 2x6 SP No.3 REACTIONS. (size) 16=0-8-0, 17=0-5-8 Max Horz 16=225(LC 7) Max Uplift 16=-675(LC 8), 17=-684(LC 8) Max Grav 16=1576(LC 13), 17=1569(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-463/186, 2-4=-2401/1098, 4-5=1814/927, 5-6=-1812/925, 6-7=-1999/956, 7-8=-1804/831, 1-16=-349/216, 10-17=1569/684 BOT CHORD 15-16=-1014/2295, 13-15=849/2114, 11-13=-771/1834, 10-11=-600/1454 WEBS 4-15=-50/374, 4-13=-693/415, 5-13=-410/1015, 6-13=-446/302, 7-11 =-8 10/418. 8- 11 =-391/11 86, 2-16=-2110/979, 8-1 0=- 1930/774 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 F//�j,t� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ��,P�� • • •: j, �� /V.S+,'•/ 4) Provide adequate drainage to water .• �C•E V F•••. ���. prevent ponding. ��� 5) Plates checked for a plus or minus 0 degree rotation about its center. No 22839 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' „ . ••: * �' 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between will the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 17 considers to ANSI/TPI 1 to formula. Building designer �. • •Ir parallel grain value using angle grain should verify capacity of bearing surface. 9) Provide .`r •,, f� �; IS mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=675. 17=684. �i'� • Q:'� �� 10 This truss design re wires that a minimum of 7/16" structural wood sheathing be applied direct) to the to chord and 1/2" sum 9 q 9 PP Y P 9YP i� s „ .••• `��� sheetrock be applied directly to the bottom chord. �, S/n,kr.e I Walter.P. Finn PE.No22839 MfreikUSA, Inc. FL Oert 66M 0004r Parke East Blvd. Tampa FL 93610 Date: February 16,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply ck Gale T22864057 J41221 CO3 Roof Special 1 TIJDoebrrReference (optional) east toast i russ, Ft. Fierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:03 2021 Page 1 ID:JOkRd2MjgYw4WIBShl tS6Dzx2Ve-t7913Aj7S_CA 14DhavnTB4KgjF_pN598maNH3zkbw 5-10-11 11.5-13 17-1-0 22 8 3 24 4-0 25-9 4 32-5A 5-10-11 5-7-3 5-7-3 5-7-3 1.7-13 1-5-4 8-7-12 3x4 5.00 12 44 = 3x4 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL 6-3-11 17-1-0 LOADgS4l SOSED BY SyJ,P,,TTS (BEARING&. Scale = 1:60.2 LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITPI2014 CSI. TC 0.40 BC 0.88 WB 0.84 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in floc) I/deft Lid -0.26 13-15 >999 240 -0.43 13-15 >895 180 0.12 17 n/a n/a PLATES GRIP MT20 244/190 Weight: 205 lb FT = O% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 `Except' WEBS 1 Row at micipt 2-16, 8-10 1-16,9-17: 2x6 SP No.3 REACTIONS. (size) 16=0-8-0, 17=0-5-8 Max Horz 16=225(LC 7) Max Uplift 16=-675(LC 8), 17=684(LC 8) Max Grav 16=1577(LC 13), 17=1561(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-421/202, 2-4=2428/1113, 4-5=1801/929, 5-6=-1799/927, 6-7=-1971/952, 7-8=1838/894, 8-9=-256/175, 1-16=333/222, 10-17=-1561/684, 9-10=-303/242 BOT CHORD 15-16=-1007/2318, 13-15=853/2102, 11-13=-761/1852, 10-11=-677/1621 WEBS 4-15=-61/406, 4-13=-687/418, 5-13=-411/1006, 6-13=-471/285, 7-11=-583/193, 8-11=-196/902,2-16=-21781954,8-10=-18821779 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 17 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=675, 17=684. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ¢904 Parke East Blvd. Tampa FL 93610 Date", February 16,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOWis always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/1 Quality Criteria, DSB-e9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Derrick Gale TC'04 T22864058 J41221 Roof Special 1 1 ° Job Reference (optional) test toast I russ, Ft. Pierce, FL - 34945, 81430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:06:04 2021 Page 1 ID:JOkRd2MjgYw4WNBShl tS6Dzx2Ve-LBjPHWWkdDlkmfvfQFHQ00PdRO7adYpYJNQJwgVWzkbWH 5-10-11 11-5-13 17-1-0 22-4-0 23 9 4 32-5-0 5-10-11 5-7-3 5-7-3 5-3-0 1.5 4 8-7-12 5.00 4x4 = 12 3x4 VERTICAL Lt'G4S7aRE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). Scale = 1:61.0 LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.66 BC 0.92 WB 0.96 Matrix -AS DEFL. in (loc) I/deft L/d Vert(LL) -0.35 12-14 >999 240 Vert(CT) -0.58 12-14 >661 180 Horz(CT) 0.11 16 n/a n/a PLATES MT20 M18SHS Weight: 201 lb GRIP 244/190 244/190 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.1 'Except' BOT CHORD Rigid ceiling directly applied. 11-13: 2x4 SP No.2 WEBS 1 Row at midpt 2-15. 7-9 WEBS 2x4 SP No.3 *Except* 1-15,8-16: 2x6 SP N0.3 REACTIONS. (size) 15=0-8.0, 16=0-5-8 Max Horz 15=225(LC 7) Max Uplift 15=-675(LC 8), 16=684(LC 8) Max Grav 15=1583(LC 13), 16=1575(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-381/220, 24=2471/1129, 4-5=1803/930, 5-6=-1789/926, 6-7=-1847/937, 7-8=-405/253, 1-15=-320/228, 9-16=1575/684, 8-9=-416/327 BOT CHORD 14-15=-998/2356, 12-14=-856/2101, 10-12=-726/1863, 9-10=-696/1706 WEBS 4-14=-75/443,4-12=-678/420,5-12=404/993,6-12=-485/246, 6-10=-473/200, 7-10=-1041775,2-15=-2263/924, 7-9=17811718 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat,.� 11; Exp C; Encl., GCpi=0.18; ER p MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60,�. 3) Building Designer / • �'•.. �/ �; Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the this truss �� V ... fyE N V� S�` '• �� use of component. �� •'• 4) Provide adequate drainage to prevent water ponding. • " N;0 22��.9 0 5) All plates are MT20 plates unless otherwise Indicated. ,, „ .. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. s F 9) Bearing atjoint(s) 16 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity bearing �� Q �`, of surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) •• ,�j Es •.Q R 1 �''`�` �� �ON, 11) 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. Blvd. Tampa FL 33610 February 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MIMI) connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing ��L pA� 1 0k- Ib1T ls always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Derrick GaleT22864059 T J41221 Roof Special 1 1 ' Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 Mrrek Industries, Inc. Tue Feb 1610:06:05 2021 Page 1 ID:JOkRd2MjgYw4WI8Shl tS6Dzx2Ve-pNHoU rIF—cscG3Ecp7xFZc9gHXvjHlmSc43TMyzkbWG 5-10-11 17-1-0 20-4-0 21-9-0 26-11-6 32-5-0 5-10-11 ' 11-2-5 3-3-0 1-5.4 5-2-2 5-5-10 4x4 = 5.00 12 3x4 AvA = Scale = 1:60.0 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 7-7-11 17-1-0 p 20-4-0 21-9426-11-6 32-5-0 7-7-11 9-55 3-3-0 1-5�1 5-2-2 5-5 10 Plate Offsets (X,Y)— [17:0-2-4,0-2-12) LOADING (psf) SPACING. 2-0-0 CSI. DEFL, in ([cc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.33 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.56 14-16 >690 180 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.11 18 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -AS Weight: 213 lb FT = 0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 2-17 1-17,9-18: 2x6 SP No.3 REACTIONS. (size) 17=0-8-0, 18=0-5-8 Max Horz 17=225(LC 7) Max Uplift 17=-675(LC 8), 18=684(LC 8) Max Grav 17=1575(LC 13), 18=1541(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-384/217, 2-4=2446/1131, 4-5=1784/927, 5-6=-1728/937, 6-7=-16471915, 7-8=-1837/929, 8-9=-1720/785, 1-17=-321/227, 10-18=1541/684, 9-1 0=-1 4521708 BOT CHORD 16-17=-998/2338, 14-16=-858/2085, 13-14=-671/1716, 11-13=-65311534 WEBS 4-16=-76/436, 7-13=-129/424, 8-11=-534/354, 2-17=-2235/928, 9-11=-673/1602, 5-14=-451/1019, 6-14=-443/262, 6-13=462/161, 4-14=-677/430 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,��►�� ��� ER P• � 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the •• •E • • • N '• -y use of this truss component, G. i sF•••. 0 4) Provide adequate drainage to prevent water ponding. ��1 ,� VA 5) Plates checked for a plus or minus 0 degree rotation about its center. N:0 228.39 r 6 This truss has been designed for a 10.0 psf bottom chord live Iliad nonconcurrent with any other live loads. • � 7) This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �. will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 18 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify�- capacity of bearing surface. ; p ��, T4 'O.F • Ef,/ 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=675, 18=684. •. / �� �i 'n '• P:• •.� Q N��� ��' R 1 '' 10 This truss design requires that a minimum of 7/16" structural wood sheathing be applied direct) to the to chord and 1/2" sum 9 q 9 PP Y P 9YP '•: .1t t� S ..,...� � sheetrock be applied directly to the bottom chord. Waiter''? F1nn PE',No -21W MITWUSA, Inca FL Cert 6034 0904.=Rarke'East Blvd, TWO FL Al0'' Date:` February 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrP11 Quality Criteria, DSB-89 and SCSI Building Component e904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Derrick Gale � T22864060 J41221 C06 Roof Special 1 1 ° Job Reference (optional) Cast uoast r russ, rt. Tierce, rL - MWAti, 8.430 s Nov 30 2020 MTek Industries, Inc. Tue Feb 1610:06:06 2021 Page 1 ID:JOkRd2MjgYw4VvIBShl tS6Dzx2Ve-HerAiBllkv_TuCpoMiSUSgirOwF301Acrkol uOzkbWF 5-10-11 11-5-13 17-1-0 18-4-0 19-9 4 , 25-11.6 3:2 5.0 5 10.11 5 7-3 5-7-3 1-3 0 1-5-4 6-2-2 6 5 10 Scale = 1:61.0 3x4 4x4 = 5.00 12 4x8 = 06 = 5 6 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor YES Code FBC2020/TP12014 CSI. TC 0.44 BC 0.99 WB 0.82 Matrix -AS DEFL, Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud -0.32 14-16 >999 240 -0.54 14-16 >710 180 0.10 18 We n/a PLATES GRIP MT20 244/190 Weight: 219 lb FT = 0% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at mldpt 2-17 1-17,9-18: 2x6 SP No.3 REACTIONS. (size) 17=0-8-0, 18=0-5-8 Max Horz 17=225(LC 7) Max Uplift 17=-675(LC 8), 18=684(LC 8) Max Grav 17=1576(LC 13), 18=1541(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-385/216, 2-4=2448/1131, 4-5=1787/927, 5-6=-1660/920, 6-7=-1589/917, 7-8=-1790/923, 8-9=-1831/835, 1-17=321/227, 10-1 8=1 541/684, 9-10=-1439/714 BOT CHORD 16-17=-998/2340, 14-16=-857/2088, 13-14=-589/1632, 11-13=-686/1626 WEBS 4-16=-76/434, 4-14=-669/428, 5-14=399/925, 6-13=-334/119, 7-13=-34/342, 8-11=-433/329, 2-17=-2233/929, 9-11=-677/1633, 6-14=395/184 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 E(� E? 04,4 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,♦� ``p.�. :.. •.. �� /� to the use of this truss component. ♦♦. �l .. ,�C.E N 5+,•' ti 4) Provide adequate drainage to prevent water ponding. ♦ ` V F•'••100 5) Plates checked for a plus or minus 0 degree rotation about its center. r NO 22$3:9 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '* % will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joints) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify `d capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=ib) i 0� 1 This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ,j �• .•�Q 10)F{,1 P�`��?,♦ sheetrock be applied directly to the bottom chord. ♦�/ss�n kh i►1' �`:���, Wafter RFIrin PE:N6.22639 MiTek U$A Inc. FLCert 6634 6904 ParkeEast Blvd. Tampa Fl- 33610. bate:' February 16,2021 ® WARNING - Vertfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for en Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary end permanent bracing ii�iiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/1 Quality Crlterla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36010 Job Truss Type Qty Ply Derrick Gale TTC'07 T22864061 J41221 Roof Special 1 1 � Job Reference (optional) ❑asr war cuss, rr. rierce, rL - ova4c, 6.430 s NOV 30 ZO20 MITek Industries, Inc. Tue Feb 15 10:05:07 2021 Page 1 ID:JOkRd2MjgYw4WI8ShltSGDzx2Ve-ImPYvXmWD7KWM0_wQzje1 FyJKhtkBxl30YaQgzkbWE 5-413 10-9-10 17-9-10 24-9-10 32-5-0 5-4-13 5-4-13 7-0-0 7-0-0 7-7-6 Scale = 1:60.7 46 = 5.00 12 1x4 II VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor YES Code FBC2020frP12014 CSI. TC 0.69 BC 0.57 WB 0.85 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Ud -0.12 10-11 >999 240 -0.22 10-11 >999 180 0.07 15 n/a n/a PLATES GRIP MT20 244/190 Weight: 212 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-13, 3-10, 5-10 1-14,6-15: 2x6 SP No.3 REACTIONS. (size) 14=0-8-0, 15=0-5-8 Max Horz 14=-194(LC 8) Max Uplift 14=-703(LC 8), 15=-655(LC 8) Max Grav 14=1502(LC 1), 15=1502(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1447/728, 1-2=-1230/578, 2-3=1230/578, 3-4=-1678/844, 4-5=-1692/849, 5-6=-1876/835, 7-15=-1502/655, 6-7=1428/693 BOT CHORD 11-13=-751/1990, 10-11=-754/1987, 8-10=-666/1636 WEBS 1-13=-822/1747,2-13=-403/373,3-13=-1082/522,3-10=-728/338,4-10=-254/688, 5-1 0=-381/222, 5-8=-358/293, 6-8=640/1598 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding, 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 15 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 14=703,15=655. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIVTP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety/nformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale r T22864062 J41221 C08 Roof Special 1 1 � r Job Reference (optional) t_ast toast Truss, Ft. Pierce, FL - 34946, 8,430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:G8 2021 Page 1 ID:JOkRd2MjgYw4W BShltS6Dzx2Ve-Dyzw7tn7GXFB7Wz8U7UyAFn6Dkx7Tftul2HBzHzkbWD 6-4-13 12-9 10 17-9-10 24-11-9 32-5-0 6-4-13 6-4-13 5-0-0 7.1.15 7-5-7 5.00 12 4x6 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). Scale=1:60.7 LOADING (psfj SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.39 8-10 >979 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.63 8-10 >610 180 BCLL 0.0 Rep Stress [nor YES WB 0.82 Horz(CT) 0.08 14 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 214 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied. 9-11: 2x4 SP No.2 WEBS 1 Row at midpt 1-12. 3-12, 5-7 WEBS 2x4 SP No.3 *Except* 1-13,6-14: 2x6 SP No.3 REACTIONS. (size) 13=0-8-0, 14=0-5-8 Max Harz 13=-247(LC 8) Max Uplift 13=-713(LC 8), 14=646(LC 8) Max Grav 13=1629(LC 15), 14=1642(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1486/744, 1-2=-1329/597, 2-3=1329/597, 3-4=-2279/1049, 4-5=-2027/926, 5-6=-269/162, 7-14=-1642/646, 6-7=-299/231 BOT CHORD 10-12=-646/2051, 8-10=-477/1537, 7-8=-669/1749 WEBS 1-12=-834/1846,2-12=-517/446,3-12=-1007/414,3-10=608/390,4-10=-340/1035, 4-8=-152/546, 5-8=199/284, 5-7=-1982/769 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component, 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 8) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (A=lb) 13=713,14=646. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. No 22839 is OF QQ Walter R-Flnn PEMJ 2639 MiTekUSA, hill. FL,6h 6fi34 6904 Parke East Blvd. Tampa FL 93610 Date: February 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. V19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Derrick Gale0 POU9 T22864063 J41221 Roof Special 1 1 r Job Reference (optional) cost webi r rubs, rr. Fierce, FL - 34v4U, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:09 2021 Page 1 ID:JOkRd2MjgYw4W18Shl tS6D7x2Ve-19XIKDom 1 gN2lgYN2g9BjSKE18H4C3Y2Xil hVjzkbWC 6-11-10 7 4,2 14-9-10 17-9-10 24-11-9 32-5.0 6-11-10 0-4-8 7-5-8 3-0-0 7-1_15 7-5-7 5.00 12 46 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). Scale = 1:60.7 4 I� LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.25 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.39 8-10 >990 180 BCLL 0.0 Rep Stress [nor YES WB 0.97 Horz(CT) 0.08 14 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 231 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-2,2-3: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 1-12, 5-7 WEBS 2x4 SP No.3 *Except* 1-13,6-14: 2x6 SP No.3 REACTIONS. (size) 13=0-8-0, 14=0-5-8 Max Horz 13=-284(LC 8) Max Uplift 13=-720(LC 8), 14=-638(LC 8) Max Grav 13=1654(LC 14), 14=1654(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1516/752, 1-2=-1308/585, 2-3=1875/843, 3-4=-2049/963, 4-5=-2051/943, 5-6=-267/163, 7-14=-1654/638, 6-7=298/231 BOT CHORD 12-13=-91/277, 10-12=-319/1361, 8-10=-458/1538, 7-8=-657/1768 WEBS 1-12=-832/1846, 2-12=-1081/695, 3-10=-988/581, 4-10=288/971, 4-8=-199/489, 5-8=-194/292, 5-7=2006/754, 2-10=317/731 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. ,��I)� /j�w'I� 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project ,t Q`� .+.;+ �/ �i�. engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ,,v �G•E ram+'•' ` + V E�• „ !�, " 4) Provide adequate drainage to prevent water ponding.� .• N,0 2283:9 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been .. s designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 8) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �p,F !JJ capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) .006, , 13=720, 14=638. �I ••+ F1 �':• +' �AI CSS1 •"� •+ 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ON_AV. sheetrock be applied directly to the bottom chord. �Il Tampa FL 3361.0 February 16,2021 --- ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. - ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type f* Ply Derrick Gale • T22864064 J41221 C10 Roof Special 1 1 Job Reference (optional) �dm uasr I IUJ4, rr. rierce, rL - agago, tl.43U s NoV 30 202U MITek Industries, Inc. Tue Feb 16 10:06:10 2021 Page 1 ID:JOkRd2MjgYw4WBShl tS6Dzx2Ve-AL5hXZoOoBVvNg7ZbYXQGgtRDYfdxWgBlMmEl9zkbWB 4.11-10 9.4 2 16-9-10 1 -9-1 25-0-14 32-5-0 4-11-10 4-4-8 7-5-8 -0- 7-34 17.4-2 5.00 12 5x8 = 5x5 = 4x10 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). Scale: 3/16"=l' LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TC 0.77 BC 0.82 WB 0.98 Matrix -AS DEFL. in Vert(LL) -0.20 Vert(CT) -0.33 Horz(CT) 0.07 (loc) I/deft L/d 9-11 >999 240 9-11 >999 180 16 n/a n/a PLATES GRIP MT20 244/190 Weight: 236 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-12, 5-9 1-15,7-16: 2x6 SP No.3 REACTIONS. (size) 15=0-8-0, 16=0-5-8 Max Horz 15=-237(LC 8) Max Uplift 15=-711(LC 8), 16=-648(LC 8) Max Grav 15=1581(LC 15), 16=1651(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-1496/732, 1-2=-1031/462, 2-3=1507/708, 3-4=-1360/711, 4-5=-1837/927, 5-6=-2081/1031, 6-7=-2041/817,8-16=1651/648, 7-8=1538/682 BOT CHORD 12-14=-241/1143, 11-12=-507/1678, 9-11=-473/1568 WEBS 1-14=-752/1678, 2-14=-1203/661, 2-12=-202/541, 4-12=-567/218, 4-11=-798/383, 5-11=-290/1057, 6-9=-569/508, 7-9=625/1762, 5-9=-276/359 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,��` Q.��;:: •.•. �. F/j�e�.�j to the use of this truss component, w V ... �CiE iv �+'• ti 4) Provide adequate drainage to prevent water ponding. S V F•••.• �� 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. = N'0 220 ' 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. •: 8) Bearing at joint(s) 16 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify S'0, capacity of bearing surface. i �OF i k1 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at=lb) A(-4 15=711, 16=648. �� T�'••• V"'. '. %** 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum *ljS . R . • ..,�``�,, sheetrock be applied directly to the bottom chord. Walter P Flnn PE;No.22839 MITB OW Ino; FL•Oert 61i34 0904 Parke East Blvd. Tampa FL 33610 Date: February 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use ony with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedly the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Dty Ply Derrick Gale Tcluis T22864065 J41221 Roof Special 1 1 Job Reference (optional) t_ast toast I russ, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MITek Industries, Inc. Tue Feb 16 10:06:112021 Page 1 ID:JOkRd2MjgYw4W18ShltS6Dzx2Ve-eXe3lvpOZSdm_hm9F2fotPeex7MgO?L OWOZczkbWA 2-11-10 3 e 3 7-1-14 11-4-2 16-9-10 20-11-14 24-0-15 32-5-0 2-11-16 N. 3-5-11 4-2 4 5 5 9 4-2-4 3-1-0 8-4-1 46 = = 5.00 14x82 Scale=1:60.1 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 2-11-10 -B 3 11-4-2 16 9-10 24.0.15 32-5-0 2-11-16 -8- 7-7-15 5-5 9 7-3-4 e 4-1 Plate Offsets (X,Y)-- r5:0-5-4,0-2-01, [6:0-3-0 0-3-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.22 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.36 12-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.07 16 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 232 lb FT = 0% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-14, 5-12, 6-11 1-15,7-16: 2x6 SP No.3 REACTIONS. (size) 15=0-8-0, 16=0-5-8 Max Horz 15=-185(LC 6) Max Uplift 15=-701(LC 8), 16=657(LC 8) Max Grav 15=1601(LC 15). 16=1621(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-1647/677, 1-2=-770/308, 2-3=892/404, 3-4=-1528/781, 4-5=-1371/768, 5-6=-1703/836, 6-7=-2033/846, 8-16=1621/657, 7-8=-1488/698 BOT CHORD 12-14=-369/1321, 11.12=-444/1487, 9-11=-674/1785 WEBS 1-14=-678/1740, 2-14=-539/335, 3-14=-853/451, 3-12=-18/358, 4-12=-57/313, 5-12=-385/154, 5-11 =-1 12/506, 6-11=-458/293, 6-9=-286/279, 7-9=-607/1680 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ff; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 15=701, 16=657. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 1iIII:IIIJIII, `��� `,��F� �r�� .: No 22980 • 0 Walter P. from PE No22839 MITOIJ 1 Inc, FL 6t16634 6904-,Pa►kti'East Blvd. Tampa F,01610. Date,, February 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcagon, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Oty Ply Derrick GaleT22864066 TC'IU2 J41221 Roof Special 1 1 ` Job Reference (optional) Easi Coast r russ, r1. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. TUB Feb 16 10:06:12 2021 Page 1 ID:JOkRd2MjgYw4WI8Shl tS6Dzx2Ve-6jCRyFgeKildc7GyjzZuL5ysCLK3PTUUDgFL62zkbW9 0�11-1P 7-6-13 13-4-2 a4-9-10 20-6-15 26.4-3 3:2 5%O 0=11-10 6 7-3 5-9-5 1-5-9 5-9-5 5-9-5 &0.13 4x8 = 4x4 = 5.00 F12 4 195 3x8 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). a4-s-1a 23.5-9 32-5-0 Scale = 1:65.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.23 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.37 14-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Holz(CT) 0.08 18 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 243 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-14, 4-14, 4-13, 6-13, 8-10 1-17,9-18: 2x6 SP No.3 REACTIONS. (size) 17=0-8-0, 18=0-5-8 Max Horz 17=-224(LC 6) Max Uplift 17=-693(LC 8), 18=665(LC 8) Max Grav 17=1591(LC 15), 18=1598(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1189/525, 3-4=-1508/809, 4-5=-1353/820, 5-6=-1531/821, 6-8=-1926/902, 10-18=-1598/665,9-10=-254/193 BOT CHORD 16-17=-143/446, 14-16=-422/1376, 13-14=-347/1357, 11-13=-602/1649, 10-11=-661/1588 WEBS 2-17=-1617/835, 2-16=-390/1180, 4-13=-147/404, 5-13=119/382, 6-13=-584/378, 8-11=0/304, 8-10=1899/812, 3-16=-709/428 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; T.CDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 17=693, 18=665. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 69041 Date:' February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rov. 6/19/2020 BEFORE USE. ' Design valid for use only with MTekO connectors, This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale r , T22864067 J41221 C13 Roof Special 3 1 Job Reference (optional) East Coast Truss, Ft. tierce, t-L - J4U415, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:13 2021 Page 1 ID:JOkRd2MjgYw4WIBShl tS6Dzx2Ve-awmpAbrG53tUEHr8Hg47tlV_6le38ygdSK7veUzkbW8 8-0-11 14.0-14 20-1-1 26 1-5 32-5-0 8-0-11 6-0-3 8-0-3 6-0-3 6-3-11 4x4 = 5.00 12 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). Scale = 1:67.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.30 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.50 12-14 >773 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.64 Horz(CT) 0.08 16 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 211 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 11-13: 2x4 SP No.1 WEBS 1 Row at midpt 3-12, 5-12, 7-9. 3-14 WEBS 2x4 SP No.3 *Except* 1-15,8-16: 2x6 SP No.3 REACTIONS. (size) 15=0-8-0, 16=0-5-8 Max Horz 15=-238(LC 6) Max Uplift 15=-691(LC 8), 16=668(LC 8) Max Grav 15=1603(LC 15), 16=1600(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1109/478, 3-4=-1526/816, 4-5=1521/809, 5-7=-1938/927, 1-15=-1613/681, 9-1 6=-1 6001668, 8-9=-263/206 BOT CHORD 14-15=-232/259, 12-14=-446/1406, 10-12=-597/1634, 9-10=-666/1639 WEBS 4-12=-328/790, 5-12=-589/412, 7-10=0/289, 7-9=-19621797, 1-14=-403/1339, 3-14=-806/470 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=451t; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 16 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 15=691, 16=668. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. WalterP Finn Pko,22638 MITeK USA, Inc: fL bert 6ti34 ¢904 Parkti'W Blvd. Tampa: FL 336% Date," February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/1 Quality Criteria, DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Derrick Gale�17 J41221 Hip 1 1 iT22864068 Job Reference (optional) t_asl roast I cuss, I-L rterce, rL - 34948, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:14 2021 Page 1 ID:JOkRd2MjgYw4WIBShltS6Dzx2Ve-26KBNwsusN?LrRQLgObMQW1 Bo9?OtQGng_kSAwzkbW7 6 6 14 12-10-4 15-3-8 20-10-13 26 6-3 32-5-0 6 6-14 6-3-6 2-5-4 5-7-5 5-7-5 5-10-13 48 = 4x4 = ' 18 4 3x4 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). Scale = 1:62.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.26 TC 0.48 Vert(LL) -0.22 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.35 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.08 17 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 235 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 *Except* WEBS 1-16,8-17: 2x6 SP No.3 REACTIONS. (size) 16=0-8-0, 17=0-5-8 Max Horz 16=-221(LC 6) Max Uplift 16=-691(LC 8), 17=668(LC 8) Max Grant 16=1576(LC 15), 17=1592(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1416/652, 2-3=-1493/812, 3-4=1371/833, 4-5=-1549/837, 5-7=-1912/902, 1-16=-1476/721,9-17=-1592/668 BOT CHORD 13-15=-405/1360, 12-13=-369/1345, 10-12=-614/1646, 9-10=-658/1567 WEBS 2-15=-603/409, 3-12=-101/415, 4-12=125/376, 5-12=-549/360, 7-10=0/319, 1-15=-584/1427, 7-9=-1887/815 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 2-13, 3-13, 3-12, 5-12, 7-9 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 16=691, 17=668. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. N,O 22839A* 441 s: •' OR1 Vi •'•'•�ti �N••_' % •,���5+/O,N'A' Waiter'A Finn khmN 2839 MIT6k USA, Inc. FGCert6634 6904-Parke East Blvd. Tampa FL 33610 Date' February 16,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and prop edy Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale r r T22864069 J41221 C15 Hip 1 1 Job Reference (optional) mast coast I russ, m. tierce, hL - 3494b, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:15 2021 Page 1 ID:JOkRd2MjgYw4WI8Sh1 tS6Dzx2Ve-WluabGs Wdg7CTb?X056bzjaJgZNVcg1 wveU?iNzkbW6 3-7 4 3-110 11-2-4 16-11-8 24-2-12 32-5-0 3-71 0- 2 7-3.4 5-9-4 7-3.4 8-2-4 5x8 = 5.00 5x5 = V tK I IUAL Lt:U0 AKt NU I UtJniN tU t-UK LA I tKHL LOADS IMPOSED BY SUPPORTS (BEARINGS). Scale = 1:59.3 LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.65 BC 0.71 WB 0.78 Matrix -AS DEFL. in (loc) I/deft L/d Vert(LL) -0.14 8-10 >999 240 Vert(CT) -0.24 8-10 >999 180 Horz(CT) 0.06 15 n/a file PLATES GRIP MT20 244/190 Weight: 220 lb FT = 0% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 3-11, 3-10, 5-10 1-14,6-15: 2x6 SP No.3 REACTIONS. (size) 14=0-8-0, 15=0-5-8 Max Horz 14=-197(LC 6) Max Uplift 14=-691(LC 8), 15=-668(LC 8) Max Grav 14=1593(LC 15), 15=1607(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1052/473, 2-3=-15621782, 3-4= 1488/865, 4-5=-1699/857, 5-6=-2006/860, 1-14=-1572/694,7-15=-1607/668,6-7=-1477/708 BOT CHORD 11 -1 3=-300/1095, 10-11=-402/1418, 8-10=-690/1762 WEBS 2-13=-928/567, 2-11=-131/570, 3-10=-117/393, 4-10=-1/284, 5-10=-440/282, 5-8=-300/287, 1-13=-633/1481, 6-8=629/1671 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. +���l 1110I.-i� ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project for live load loading ER P Fee • •.. /!j', .-j engineer responsible verifying applied roof shown covers rain requirements specific !l QNO' •.• in, to the use of this truss component. �! SF• •.• ��� 4) Provide adequate drainage to prevent water ponding.�+ 5) Plates checked for a plus or minus 0 degree rotation about its center. N'0 �2$3;9 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ;• .. 8) Bearing atjoint(s) 15 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface."• 9) Provide QF mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 14=691, 15=668. �i'n •• ("!! 10) This truss design that 7/16" be directly to the top 1/2" ,�js •'•. i •'��`�? requires a minimum of structural wood sheathing applied chord and gypsum sheetrock be applied directly to the bottom chord.k1.A.4 -;; !!� I, •,� Tampa FL O$610 February 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design, Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITP/t Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36810 Job Truss Truss Type City Ply Derrick Gale r r , , T22864070 J41221 D01 Common 1 1 Job Reference o Elora/ East Coast Truss, Ft. Pierce, FL - 34946, 3x4 = 4x4 = 46 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.3 -t 2-6-0 REACTIONS. (size) 1=0-8-0, 10=0-8-0 Max Horz 1=-239(LC 6) Max Uplift 1=-1467(LC 8), 10=1437(LC 8) Max Grav 1=1571(LC 1), 10=1539(LC 1) 4x4 = 5.o0 12 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:06:16 2021 3x4 = 3x4 = 33-1-0 Scale = 1:55.2 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TC 0.91 Vert(LL) 0.58 13-15 >681 240 MT20 2441190 BC 0.89 Vert(CT) 0.46 13-15 >859 180 WB 0.82 Horz(CT) -0.14 10 n/a n/a Matrix -AS Weight: 166 lb FT = 0% BRACING. TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2853/2654, 3-5=-2685/2611, 5-6=2054/2029, 6-7=2049/2025, 7-9=3000/2893, 9-10=-3329/3055 BOT CHORD 1-15=-2296/2547, 13-1 5=-1 997/2310, 11-13=-2096/2413, 10-11=2746/3033 WEBS 5-15=-381/315, 5-13=-698/682, 6-13=-1275/1142, 7-13=-814/814, 7-11=-669/567, 9-11=-460/426 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=1467, 10=1437. 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. 3x6 = -'1i/11111ll%- Waiter R-Flnn PENo.2Y839 MITek USA; Inc. FL Bert 6634 6904-P5rke East Blvd. Tampa FL 33610 fate: February 16,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicabilfty of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Derrick Gale T22864071 J41221 D02 Hip 1 1 � Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:17 2021 Page 1 ID:JOkRd2MjgYw4WBShltS6Dzx2Ve-ThOK7yun91Nwiv9vWW9328fa MOP4jUDNyz6nFzkbW4 7-1-14 14-4-0 18-1-0 25-3-2 33-1-0 7-1-14 7-2-2 3-9-0 7-2-2 7-9-14 4x6 = 4x8 = 5.00 12 4 23 4x8 = 13 11 10 8 1x4 II LOADING (psi) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.3 -t 2-6.0 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1=-212(LC 6) Max Uplift 1=-1467(LC 8), 7=1437(LC 8) Max Grav 1=1571(LC 1), 7=1539(LC 1) Scale=1:56.9 4x4 = 3x4 = 3x8 = 4x4 = 1x4 II 3x8 = 25-3-2 33-1-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TC 0.99 Vert(LL) 0.58 11-13 >689 240 MT20 244/190 BC 0.94 Vert(CT) 0.46 11-13 >872 180 WB 0.85 Horz(CT) -0.15 7 n/a n/a Matrix -AS Weight: 168 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-10 FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2877/2687, 3-4=-2269/2145, 4-5=-2018/2087, 5-6=2293/2168, 6-7=-3260/3010 BOT CHORD 1-13=-2326/2578, 11-13=-2334/2581, 10-11=-1683/2008, 8-10=-2693/2963, 7-8=-2679/2955 WEBS 3-13=-207/252,3-11=-690/722,4-11=-488/398,4-10=-248/278, 5-10=-571/478, 6-1 0=-1 04411103, 6-8=-293/327 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1467, 7=1437. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. No 22839 WalterP.;Flnn PEJVo22899 MiTek USA, lnc: FL Cett,6634 6904•Parke East.Bivd, Tahlpa. FL 33610 Die" February 16,2021 _ - . _.... — --- - _ __...—......- ................ —_ --- -- ®WARNING - Verify design.parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -_ Design valid for use onlywith MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale T22864072 J41221 D03 Hip 1 1 r Job Reference (optional) Cast Goast I russ, Ft. Hierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:06:19 2021 Page 1 ID:JOkRd2MjgYw4W8Shl tS6Dzx2Ve-P474Qev1 hvddyCJldxBX7Zky8AhuYfRWgGSDsBzkbVV2 6-1-14 12 4-0 20-1-0 26-3-2 33-1-0 6 1-14 6-2-2 7-9-0 6-2-2 6-9-14 1 Scale = 1:55.9 4x8 M18SHS = 4x8 Mi8SHS = 4 22 23 5 1z 11 - -- 10 - 8 4x6 = 1x4 II 5x8 = 3x8 = 1x4 II 4x4 = 3x6 = LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.89 BC 1.00 WB 0.75 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (log) Vdefl Ud 0.56 10-11 >707 240 -0.50 10-11 >801 180 -0.15 7 n/a n/a PLATES MT20 MiSSHS Weight: 164 lb GRIP 244/190 244/190 FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 4-10 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.3 -t 2-6-0 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1=-184(LC 6) Max Uplift 1=-1467(LC 8), 7=1437(LC 8) Max Grav 1=1589(LC 2). 7=1552(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2876/2667, 3-4=-2510/2362, 4-5=-2304/2294, 5-6=2553/2397, 6-7=3324/3061 BOT CHORD 1-12=-2309/2583, 11-12=-2309/2583, 10-11 =-I 892/2249, 8-10=-2732/3029, 7-8=-2732/3029 WEBS 3-11=-406/434, 4-11=-456/471, 4-10=-205/320, 5-10=-556/557, 6-10=-822/873, 6-8=-233/256 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=ib) 1=1467, 7=1437. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. - I11111111'" - Walter'P.,Finn PE.Nti:22839 WTOk USA; tnti: FL Bert 6634 6900arke'East Blvd. Tampa FL 93610. Date, February 16,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. V19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, end is for an individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale T22864073 J41221 D04 Hip 1 1 Job Reference o Lionel East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:06:20 2021 Page 1 ID:JOkRd2MjgYw4W18Sh1 tSBDzx2Ve4GhTe_wfRDiUZMIUBeimgnH92aOJH9Lf3wBmOazkbWl 5-9-14 11 0-0 16-10-8 22-9-0 27-11-2 33 9-0 35 9-0 5-9-14 5-2-2 5-10-8 5-10-8 5-2-2 5-9-14 2-0-0 08 = 5.00 Fiff 1x4 II 48 = 4 23 5 1x4 II 3x4 = 3x8 = 3x4 = 1x4 II 3x8 = 3x8 = 3x4 = 3x4 = 5x8 II LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x6 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrP12014 Scale = 1:58.9 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TC 0.75 Vert(LL) 0.51 13-15 >763 240 MT20 2441190 BC 0.99 Vert(CT) -0.44 13-15 >895 180 WB 0.46 Horz(CT) -0.17 7 n/a n/a Matrix -AS Weight: 172 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 1=0-8-0, 7=0-8-0, 9=0-8-0 Max Horz 1=-187(LC 6) Max Uplift 1=-1458(LC 8), 7=1118(LC 8), 9=-503(LC 8) Max Grav 1=1564(LC 1). 7=1149(LC 1). 9=642(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3444/3189, 2-3=-2804/2641, 3-4=2867/2813, 4-5=2867/2813, 5-6=-2725/2579, 6-7=-3173/2930 BOT CHORD 1-16=-2780/3134, 15-16=-2780/3134, 13-15=-2137/2528, 11-13=2086/2478, 10-11=-2489/2850,9-10=-2496/2854,7-9=-2854/2496 WEBS 2-15=-685/725, 3-15=-491/402, 3-13=-387/620, 4-13=-476/333, 5-13=-452/669, 5-11=-403/342, 6-11=4421462 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpj=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=1458,7=1118,9=503. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. h f$ Walter R Finn PE.No.22ti39 MITek, USA,166. FL,ded WU 6904 Parke East Blvd. Tampa FL 33610 bale; February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pll quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale r , r T22864074 J41221 D05 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MTek Industries, Inc. Tue Feb 16 10:06:212021 Page 1 ID:JOkRd2MjgYw4W8Sh1 tS6Dzx2Ve-LSFrrKxHC WtLB WShIMD?C_gJmzNxOdEpHaxKwOzkbWO 4-9-14 9-0-0 16-10.8 24-9-0 28.11-2 33-9.0 35-9-0 4-9-14 4-2-2 7-10-8 7-10-8 4-2-2 4.9-14 2-0-0 Scale=1:61.4 5.00 12 3x6 = 5x8 = 4x6 = 3x4 = 5x6 = US = 24 5xe = 3x4 = 4x6 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.65 9-11 >622 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.54 9-11 >746 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) -0.17 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 163 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-5,3-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 3-11, 5-11 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 16-17: 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1=-159(LC 6) Max Uplift 1=-1475(LC 8), 7=1668(LC 8) Max Grav 1=1582(LC 1), 7=1743(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3499/3209, 2-3=-3110/2933, 3-4=3639/3500, 4-5=3639/3500, 5-6=-3085/2898, 6-7=-3453/3129 BOT CHORD 1-13=-2825/3200, 11-13=-2458/2833, 9-11=-2428/2811, 7-9=-2737/3136 WEBS 2-13=-419/420, 3-13=-463/410, 3-11=802/1074, 4-11=654/473, 5-11 =-835/1 088, 5-9=-427/405, 6-9=373/355 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=1475, 7=1668. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,NO' r .•� N.q 22$39 �. .`a'A OF Tampa FL 33610 February 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTekS connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design, Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTP/1 Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Ply Derrick GaleT22864075 T Hip Girder 1 1 Job Reference (optional) east Uoast I Russ, Ft. Pierce, FL - 34946, 5.00 12 5.8 10185HS 7 6x10 M18SHS = 304 31 32 8.430 s Nov 30202U MITEK IndUStneS, Inc. Tue Feb 161U:06:232021 Pagel 4-3-3 4.3-3 4-4-15 2-6-11 ' 2-7-4 2.23 Ll2 2x4 II 5xB M18SHS zz 44 = 48 M18SHS = 4x4 = 6x10 M18SHS = 5 33 6 7 34 35 8 36 937 38 10 " 39 `" 40 '" 41 .- 4G 43 16 44 4x10 — 4x4 = 4x4 — 7x10 M18SHS = 4x8 = 4x6 — 4x4 — 4x4 = 4x10 — 48 M18SHS = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 1.01 18 >400 240 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -1.08 18 >374 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.74 Horz(CT) 0.24 12 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except* TOP CHORD 6-9,4-6: 2x6 SP SS BOT CHORD BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3 *Except* 4-19,5-18,8-18,9-17: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 22-23: 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 12=0-8-0 Max Horz 1=-126(LC 6) Max Uplift 1=-2385(LC 8), 12=2578(LC 8) Max Grav 1=3195(LC 1). 12=3361(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7852/5758, 2-3=-7676/5639, 3-4=-7951/5783, 4-5=9936/7116, 5-7=-10924/7755, 7-8=-1092417755, 8-9=-1023817321, 9-10=-8179/5917, 10-11=-7649/5569, 11-12=-7783/5637 BOT CHORD 1-21=-5171/7215, 20-21=4983/7051, 19-20=-5395/7752, 18-19=6984/10121, 17-18=-7052/10233, 15-17=5549/8003, 14-15=4930/7031, 12-14=5046/7134 WEBS 2-21=-278/326, 3-21=-270/235, 3-20=-685/1227, 4-20=445/230, 4-19=-1786/2697, 5-19=-1397/983,5-18=-606/981, 7-18=705/542,8-18=524/853,8-17=-1299/914, 9-17=-1795/2697, 9-15=4391246, 10-15=-844/1402, 10-14=-212/266, 11-14=-238/269 Scale: 3/16"=l' PLATES GRIP MT20 2441190 M18SHS 244/190 Weight: 220 lb FT = 0% Structural wood sheathing directly applied or 1-6-9 oc purlins. Rigid ceiling directly applied or 3-1-8 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=2385,12=2578. Continued on page 2 Wafter P ;Flnn PE,No22839 MITWILISAI16c: FL Cart 6634 6904 Parkefast Blvd. Tampa FL;33610 'Date:' February 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with 10700 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must vedy the applicability of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated Is to prevent buckling of Individual truss web end/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11fp11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Walden, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale T22864075 J41221 D06G Hip Girder 1 1 ` Job Reference (optional) test t;oast I cuss, Ft. Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1510:06:23 2021 Page 2 ID:JOkRd2MjgYw4W18ShltS6Dzx2Ve-HfNbG?zYk883Qgc3snGTHPvdvn5nUSZ6luQQ?vzkbW NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 187 lb down and 225 lb up at 6-0-11, 174 lb down and 182 lb up at 7-6-8, 271 lb down and 288 lb up at 7-11-12, 150 lb down and 187 lb up at 10-2-8, 150 lb down and 187 lb up at 12-2-8, 150 lb down and 187 lb up at 14-2-8, 150 lb down and 187 lb up at 16-2-8, 150 lb down and 187 lb up at 16-11-0, 150 lb down and 187 lb up at 18-11-0, 150 lb down and 187 lb up at 20-11-0, 150 lb down and 187 lb up at 22-11-0, 165 lb down and 187 lb up at 24-11-0, 105 lb down and 100 lb up at 25-4-0, and 177 lb down and 181 lb up at 25-9-13, and 250 lb down and 271 lb up at 27-10-11 on top chord, and 59 lb down and 65 lb up at 6-0-11, 105 lb down at 7-6-8. 187 lb down and 203 lb up at 7-11-12, 102 lb down at 8-2-8, 102 lb down at 10-2-8. 102 lb down at 12-2-8, 102 lb down at 14-2-8, 102 lb down at 16-2-8, 102 lb down at 16-11-0, 102 lb down at 18-11-0, 102 lb down at 20-11-0, 102 lb down at 22-11-0, 102 lb down at 24-11-0, 186 lb down and 202 lb up at 25-4-0, and 104 lb down at 25-9-13, and 183 lb down and 53 lb up at 27-10-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74, 3-4=-74, 4-9-74, 9-10=-74, 10-13=-74, 1-12=20 Concentrated Loads (lb) Vert: 4=-175(B) 6=147(B) 9=28(13) 10=-136(B) 21=-56(B) 20=249(B) 3=-70(B) 19=-62(B) 5=-147(B) 18=62(B) 7=147(B) 8=147(B) 17=-62(B) 15=-248(B) 14=-77(B) 30=-127(B) 32=147(8) 33=147(B) 35=-147(B) 36=147(8) 37=-147(B) 38=129(B) 39=56(13) 40=-62(B) 41=-62(8) 42=62(B) 43=62(B) 44=-62(B) 45=-57(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use ontywith MITek0 connectors. This design is based only upon parameters shown, and Is for an Individual building component, not .trusssystem. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Derrick GaleT22864076 T J41221 Monopitch 8 1 • ` Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:06:24 2021 Page 1 ID:JOkRd2MjgYw4WIBShltS6Dzx2Ve-I1xzTLzAVRGw2 BGQUnigdSvEBVED1yF_X9_WLzkbVz -2-0-0 4-10-14 9-5-8 2-0-0 4-10-14 4.6-10 Scale = 1:25.4 N d 9-5-8 Plate Offsets (X,Y)— [6:0-2-2,0-0-8) LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.33 5-12 >337 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.28 5-12 >396 180 BCLL 0.0 Rep Stress [nor YES WB 0.22 Horz(CT) -0.01 5 file n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 51 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 "Except` 3-5: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=324(LC 8) Max Uplift 2=-558(LC 8), 5=-433(LC 8) Max Grav 2=603(LC 1), 5=417(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-562/315 BOT CHORD 2-5=-478/494 WEBS 3-5=-492/459 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. Ii; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �1)li [:11111,i' to the use of this truss component. ,`�� J ER P e•��, 3) Plates checked for a plus or minus 0 degree rotation about its center. *�-- ``Q`L �...4'i 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� V 'NG: E N �+'•✓ 2 �i�, 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 ��� '•• �% F ••. ".. will fit between the bottom chord and any other members. (Y ) g P P 9 P 1 O P Q -) No 2283 s 6 Provide mechanical connection b others of truss to bearing late Capable of withstanding 100 lb uplift at joint(s) s except t-Ib • . ,,. •. 2=558, 5=433. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 1L sheetrock be applied directly to the bottom chord.It r .A February 16,2021 ® WARNING - Verlry design parameters and READ NOTES ON THIS AND INCLUDED MI'fEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sulte 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Derrick Gale a T22864077 J41221 E02 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:25 2021 Page 1 ID:JOkRd2MjgYw4W8ShltS6Dzx2Ve-EEVLhh oGI0ng7mS CIxNq_6lbweyUpOCBvX2ozkbVy -2-0-0 - 4-9-14 9-0-0 '9-5-8 2-0-0 4-9-14 4-2-2 0-5.8 44 - Scale = 1:25.0 4 N d LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.35 BC 0.21 WB 0.25 Matrix -AS DEFL. in Vert(LL) -0.01 Vert(CT) -0.03 Horz(CT) 0.01 (loc) I/deft Ud 6-13 >999 240 6-13 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 53 Ito FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except` 4-5: 2x6 SP No.3 OTHERS 2x4 SP No.2 *Except` 9-10: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=324(LC 8) Max Uplift 2=-349(LC 8)„ 5=-224(LC 8) Max Grav 2=603(LC 1), 5=417(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-627/104 BOT CHORD 2-6=-259/531, 5-6=259/531 WEBS 3-5=-557/267 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 tail by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=349, 5=224. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Ko 228a9 Of •, RA 8hn PE:Nti:2N:19 ticefast Blvd. Tampa FL 33610 February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for slabilRy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP11 Oual/ty criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safelylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss City Ply Derrick GaletT22864078 � Ta`1sHTipYGP`irder E03G 1 1 ` Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 Is Nov 30 2020 MTek Industries, Inc. Tue Feb 16 10:06:25 2021 Page 1 ID:JOkRd2MjgYw4WiBShltS6Dzx2Ve-EEVLhh_oGlOng7mS_CIxNq_57btQyUiOCBvX2ozkbVy -2-0-0 3-9-14 7-0.0 9-5-8 2-0-0 3-9-14 3-2-2 2-5-8 Scale = 1:23.0 4x8 = 2x4 11 3-9-14 LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20201TP12014 CSI, TC 0.41 BC 0.42 WB 0.26 Matrix -MS DEFL. in Vert(LL) 0.12 Vert(CT) -0.10 Horz(CT) 0.01 (loc) I/deft L/d 7-14 >937 240 7-14 >999 180 6 file n/a PLATES GRIP MT20 244/190 Weight: 56 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purling, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 `Except' BOT CHORD Rigid ceiling directly applied or 7-2-2 oc bracing. 5-6: 2x6 SP No.3 OTHERS 2x4 SP No.2 *Except* 10-11: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=267(LC 8) Max Uplift 2=-613(LC 8), 6=658(1_C 8) Max Grav 2=723(LC 1), 6=997(LC 1) FORCES. (lb) -Max. Comp./Max, Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-942/539, 3-4=632/334, 5-6=-257/207 BOT CHORD 2-7=-630/845, 6-7=359/564 WEBS 3-7=-340/321, 4-7=335/614, 4-6=-920/590 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=613, 6=658. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 150 lb down and 192 lb up at 7-0-0, and 178 lb down and 181 lb up at 9-2-12 on top chord, and 470 lb down and 43 lb up at 7-0-0 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74, 4-5=74, 6-12=20 Continued on page 2 %+�%IER'P-������' �pENS, No 228.39 February 16,2021 ®WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale , r T22864078 J41221 E03G Half Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MTek Industries, Inc. Tue Feb 1510:06:26 2021 Page 2 ID: JOkRd2MjgYw4VvISShl tS6Dzx2Ve-iQ2ku17Q13WeHHLeXvpAv2XGl_CfhxyYRre5aEzkbVx LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-178(F) 7=375(F) 4=147(1`) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not at russ system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale r T22864079 J41221 F01 Monopitch 17 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MTek Industries, Inc. Tue Feb 1610:06:26 2021 Page 1 ID:JOkRd2MjgYw4W1BShltS6Dzx2Ve-iQ2ku17Q13WeHHLeXvpAv2XHn_FChwVYRre5aEzkbVx -2-0-0 5-6-0 10-7-12 2-0-0 5_6-0 5-1-12 Scale = 1:28.2 3x12 = 9 4 8x8 = 15 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.07 6-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.06 6-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) -0.01 15 n/a n1a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 67 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 `Except* 4-11: 2x8 SP No.3 REACTIONS. (size) 2=0-8-0, 15=0-6-8 Max Horz 2=342(LC 8) Max Uplift 2=-604(LC 8), 15=-446(LC 8) Max Grav 2=654(LC 1), 15=429(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-707/472, 5-11=-349/316, 4-11=349/316 BOT CHORD 2-6=-612/596, 5-6=612/596 WEBS 3-5=-594/608, 4-15=-434/451 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Bearing at joints) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=604, 15=446, 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. Is�IUJ 1llyi'11,�� �ER,P. Fj/�it�i c�E N s�.; L �� RID 228:3.9 air OF Wa ter:P,, Him PEM.2 IK19 MiTekUSA, Ina. FL cart$t 6904 Parka East Blvd. Tampa FL 3361 Q Date; February 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors, This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verlty the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale ' r T22864080 J41221 F02 Half Hip 1 1 Job Reference (optional) test toast I russ, Ft. Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:06:27 2021 Page 1 ID:JOkRd2MjgYw4W18Sh1tS6Dzx2Ve-Acc66NO2oMeVvRwg5cKPSF4SXObUQNGhgVOe7gzkbVw -2-0-0 5-1-12 9-7-12 10-7-12 2-0-0 ' 5-1-12 4-6-0 1-0-0 3x4 = Scale = 1:26.5 5xB = �d LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20201TP12014 CSI. TC 0.35 BC 0.25 WB 0.32 Matrix -AS DEFL. in Vert(LL) -0.02 Vert(CT) -0.04 Horz(CT) 0.01 (loc) I/deft Ud 7-15 >999 240 7-15 >999 180 16 n/a n/a PLATES GRIP MT20 244/190 Weight: 65 lb FT = 0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 5-12: 2x8 SP No.3, 10-11: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 16=0-6-8 Max Horz 2=336(LC 8) Max Uplift 2=-371(LC 8), 16=-230(LC 8) Max Grav 2=654(LC 1), 16=429(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-735/155, 6-12=-101/296, 5-12=-101/296 BOT CHORD 2-7=-313/627, 6-7=313/627 WEBS 3-6=-600/289, 5-16=-435/235 NOTES- 1) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=371, 16=230. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. " Design valid for use only with MITMD connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safeinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Derrick GaleT22864081 T J41221 Roof Special 1 1 Job Reference (optional) test L:Dasl I ruse, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:05:28 2021 Page 1 ID:JOkRd2MjgYw4WIBShl tS6Dzx2Ve-eoAUJjOgZgm MXbV1 fKre_TCZ1 otC9rxru97Bf7zkbVv -2-0-0 7-7-12 9-1-0 10-7-12 2-0.0 7-7-12 15� 1.812 Scale = 1:25.5 48 M18SHS = 3x12 = -12 LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020lrP12014 CSI. TC 0.62 BC 0.48 WB 0.22 Matrix -AS DEFL. in Vert(LL) 0.25 Vert(CT) 0.20 Horz(CT) -0.01 (loc) Vdefl Ltd 7-14 >490 240 7-14 >630 180 15 n/a n/a PLATES MT20 M18SHS Weight: 68 lb GRIP 244/190 244/190 FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 `Except* 5-6: 2x8 SP No.3 REACTIONS. (size) 2=0-8-0, 15=0-6-8 Max Horz 2=320(LC 8) Max Uplift 2=-617(LC 8), 15=432(LC 8) Max Grav 2=654(LC 1), 15=429(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-531/333, 34=389/383, 5-6=-311/305 BOT CHORD 2-7=-434/405 WEBS 3-7=-365/321, 4-7=-624/590, 4-6=-350/360, 5-15=-436/439 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 15 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=617, 15=432. 10) 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. Witter P Finn PE.No 22839 MITok OSkin-c'. FL Qert 6634 OgQ4. Patke'East Blvd. Tampa. FL.93610 Dalk February 16,2021 ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW prevent Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUfP/1 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale ' , r r T22864082 J41221 F04 Roof Special 1 1 Job Reference o tianal cast "Uast I Fuss, N. rlerce, t-L - 54a4o, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:05:29 2021 Page 1 ID:JOkRd2MJgYw4W BShl tS6Dzx2Ve-6?ksX31 IK_uD913DD1 MtXg9nOCGPuJR_7p1IB71kbVu -2-0-0 5-7-12 7-1-0 10-7-12 2-0-0 5-7-12 1-5.1 3.6-12 Scale=1:27.3 Bx8 = 3x12 = 3x4 = 5-7-12 7-1-0 10-7-12 5-7-12 1-5.4 3.6-12 Plate Offsets (X,Y)— [8:0-2-2,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In floc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.03 7-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.06 7-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.01 16 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 66 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except* 5-12: 2x8 SP No.3 REACTIONS. (size) 2=0-8-0, 16=0-6-8 Max Horz 2=304(LC 8) Max Uplift 2=-383(LC 8), 16=218(LC 8) Max Grav 2=654(LC 1), 16=429(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-674/160, 34=553/192, 6.12=134/342, 5-12=-134/342 BOT CHORD 2-7=-274/558, 6-7=219/442 WEBS 4-6=-481/235, 5-16=-436/222 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=383, 16=218. 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. j%%W 1:1111Ili? .��0Q•�- ER • P F/�Ii�i `,��� • •v�CE NO 2283:9 Wafter P Flnn PE`No,2Y839 Mfi9k.US 4 Iric. FL Cert663, 6904•Park6 East'Bivd. Tampa FL 33.610 Date, February 16,2021 A WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use ontywdh MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must vedly the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply Derrick Gale � ' < T22864083 J41221 FO5G Roof Special Girder 1 1 Jab Reference o tional ,.o.. wit„ i u n. nowo, r - otia4v, tf.4:1U S Nov 3U 2UZU MI 1 eK mauslrles, Inc. I Ue Feb 16 1 U:U6:3U 2U21 Pagel ID:JOkRd2MjgYw4Wi8Shl tS6Dzx2Ve-aBIEkP2x5HO3mvePmlu63uixkcbddmH8MTclj7zkbVl -2-0-0 3-7-12 5-1-0 7-8 -10 10-7-12 2-0-0 3-7-12 1-5� 2-7-10 2-11-2 3x12 = �O Scale = 1:25.3 Plate Offsets (X,Y)— [10:0-2-2 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.05 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.05 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.17 Horz(CT) 0.01 17 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix -MS Weight: 71 lb FT = 0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-11 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-7-14 oc bracing. OTHERS 2x4 SP No.3 *Except* 6-7: 2x8 SP No.3 REACTIONS. (size) 2=0-8-0, 17=0-6-8 Max Horz 2=320(LC 8) Max Uplift 2=-647(LC 8). 17=431(LC 8) Max Grav 2=827(LC 1), 17=557(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1225/677, 3-4=-1108/662, 4-5=-556/305, 6-7=-400/526 BOT CHORD 2-9=-778/1084, 8-9=-776/1089, 7-8=-388/502 WEBS 3-9=-131/264, 4-8=-695/451, 5.8=-267/383, 5-7=-584/442, 6-17=-564/436 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ir:� ER P � :. Fe� 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about Its center. ,�:PV� • • 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��� V� F• •. �� 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 widei No 228.3:9 will fit between the bottom chord and any other members. .. .. 7) Bearing at joint(s) 17 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) "0. . �(/ 2=647, 17=431. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 159 lb down and 123 lb up at 3-7-12 on top chord, and 245 lb down and 59 lb up at 3-7-12, 37 lb down at 5-1-1, and 37 lb down at 7-1-1, and 41 lb down at i •,. $ ,• 0 �i •• Q'' �� 9-1-1 bottom The design/selection ,�jl� '� �'•�`C?`��, on chord. of such connection devices) is the responsibility of others. ,R ♦��ls�O,N 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). A �','��,, LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 WafterfR Hnn PENo.22N9 . Uniform Loads (plf) MITek USA Inc: k Cerli6834 Vert: 1-3=-74, 3-4=74, 4-6-74, 7-14=-20 6904 PNrke East Blvd. Tarnpa FL 33610, f)alk Continued on page 2 February 16,2021 ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use onlywith MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2D601 Tampa, FL 36610 Job Truss Truss Type City Ply Derrick Gale T22864083 J41221 F05G Roof Special Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:30 2021 Page 2 ID:JOkRd2MjgYw4WIBShl tS6Dzx2Ve-aB IEkP2x5HD3mvePm Iu63uixkcbddmH8MTclj?zkbVt LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-38(F) 9=-206(F) 18=19(F) 19=-19(F) 20=-20(F) ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate.this design Into the overall building design. Bracing Indicated is to buckling of Indlvdual truss web and/or chord members only, Additional temporary and permanent bracing MiTek prevent Is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality CHterfa, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty PlyJJDo rrick Gale ' T22864084 J41221 FT01 Flat 1 Reference (optional) odor �.dst nubb, rt. Pierce, rL-J9e4o, 2x4 II 6.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:30 2021 Page 1 ID:JOkRd2MjgYw4VWBShl tS6Dzx2Ve-aBIEkP2x5HO3mvePmlu53uizhceKdowBMTclj7zkbVt 4-3-12 Scale = 1:20.4 4-3-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.03 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 33 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 *Except* 1-3: 2x4 SP No.3 REACTIONS. (size) 4=0-8-0, 3=Mechanical, 2=Mechanical Max Uplift 4=-104(LC 4), 2=-127(1_C 4) Max Grav 4=181(LC 1), 3=77(LC 3), 2=143(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 pelf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide R P. : :. mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 4=104, 2=127. ���, Q.�� • • O E N 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum5`•:•. C .0 sheetrock be applied directly to the bottom chord. • N'0 228.39 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. ,1 •` ', i 4 C 10•.•��,,. . ��S,�'N A` 0 Waller R;Flnn PE`No.?2839 kliTekV$k Imi: FGCert6ti34 ¢904 Parke East Blvd. Tampa F,L;33610' Date; February 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 5/19/2020 BEFORE USE.�� Design valid for use any with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOWis always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/I Duality Criteria, DSB-e9 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Derrick Gale T + T22864085 Flat 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:31 2021 Page 1 ID:JOkRd2MjgYw4W18ShltS6Dzx2Ve-2Nsdyk3ZsbBwO2DcKSPLc5EBR7_ZMFAHb7MsGRzkbVs 4-3-12 4-3-12 Scale = 1:16.2 20 11 4-3-12 4-3-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.03 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 28 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 "Except" 1-3: 2x4 SP No.3 REACTIONS. (size) 4=0-8-0, 3=Mechanical, 2=Mechanical Max Uplift 4=-104(LC 4), 2=127(LC 4) Max Grav 4=181(LC 1), 3=77(LC 3), 2=143(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Eric[,, GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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. `,����11 lilt Af, 7) Refer to girder(s) for truss to truss connections. 10 R P, A.t 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) ``QL� G•• ••.. F'V x'I�i 4=104,2=127. ��� �l . .ENS`'• 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum �� �' F• sheetrock be applied directly to the bottom chord. .. NO 2839 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Tampa EL,33610 February 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not .trusssystem. Before use, the building designer must vedly the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/IP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Derrick Gale T22864086 J41221 TFT03 Flat 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:32 2021 Page 1 ID:JOkRd2MjgYw4WBShltS6Dzx2Ve-WaQ?944BdvGnOCoouAwa9JnJBPJo5iQQpn5PouzkbVr 4-3-12 4-3-12 Scale: V=1' 2x4 II 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 Be 0.18 Vert(CT) -0.03 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 24 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.3 *Except* 1-3: 2x4 SP No.3 REACTIONS. (size) 4=0-8-0, 3=Mechanical, 2=Mechanical Max Uplift 4=-104(LC 4), 2=127(LC 4) Max Grav 4=181(LC 1), 3=77(LC 3), 2=143(LC 1) FORCES, (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) "This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=104, 2=127. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. No 22839 Blvd. Tampa R. 33610 February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale ' T22864087 J41221 G01 Flat 1 1 Job Reference (optional) East Coast I muss, Ft. Fierce, FL - 34946, 1 3x4 = 5-8-2 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:06:33 2021 Page 1 ID:JOkRd2MjgYw4VVIBSh1 tS6Dzx2Ve-?mzNMQ4pNC0edMN_StRphWKSHpepg6ta2RryKKzkbVq 3x8 = 2x4 11 Scale = 1:24.7 5-8-2 15-8-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Ildefi Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.04 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.00 4 n/a file BCDL 10.0 Cade FBC2020/TP12014 Matrix -AS Weight: 69 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 4=Mechanical Max Uplift 6=-294(LC 4). 4=294(LC 5) Max Grav 6=520(LC 1), 4=520(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-467/318, 1-2=438/245, 2-3=-438/245, 3-4=-467/318 WEBS 1-5=-285/504, 2-5=469/414, 3-5=-285/504 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=294, 4=294. 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. ER P. N.. V F .% Ko 2283:9 WaftefP Rnn PElNo,22839 MiTek USA, Inc, FL Cert 6634 6904 Pa" East Blvd. Tampa FL,33610 Qatei, February 16,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/f Quality Crlterta, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale I T22864088 J41221 G02 Flat 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 1 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020rrPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 4=Mechanical Max Uplift 6=-294(LC 4), 4=-294(LC 5) Max Grav 6=520(LC 1), 4=520(LC 1) 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:34 2021 Page 1 ID:JOkRd2MjgYw4W BShl tS6Dzx2Ve-TyXIam5RBW WVFWyB7ay2EksdC D_8ZZ2jH5aWsmzkbVp 3x8 = Scale=1:20.2 3 2x4 11 5-8-2 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TC 0.38 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 BC 0.25 Vert(CT) -0.04 5-6 >999 180 WB 0.25 Horz(CT) 0.00 4 n/a n/a Matrix -AS Weight: 64 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-466/318, 1-2=551/308, 2-3=-551/308, 3-4=-466/318 WEBS 1-5=-333/588, 2-5=-463/410, 3-5=-333/588 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except pt=lb) 6=294,4=294. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. No 22839 94 iF• 0RI'D NX" ONA��', Waiter'P,Finn PElio.22839 MITek`USA Ifiti: FLOert 6t334 0904 Parke'East Blvd, Tampa, FL 99610 Date:' February 16,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11 P/f Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale T r T22864089 Job G03 Flat 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 1 4x4 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:06:34 2021 Page 1 ID:JOkRd2MjgYw4W8ShltS6Dzx2Ve-TyXIam5R8WWVFWyB9ay2Eksd5D KZYYJH5aWsmzkbVp 5 3x8 = Scale=1:19.4 04 = 3 6 2x4 11 2x4 I I 5-8-2 11.44 5-8-2 5-8-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.03 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.05 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -AS Weight: 59 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 4=Mechanical Max Uplift 6=-294(LC 4), 4=-294(LC 5) Max Grav 6=520(LC 1), 4=520(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-463/317, 1-2=743/416, 2-3=-743/416, 3-4=-463/317 WEBS 1-5=-418/737, 2-5=453/403, 3-5=-418/737 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 6=294, 4=294. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. t ill/ cR. R. KO 228:39 A06 F W oNA; Waltar P. Flnn PE.No22839 MITeB WSA Inoi FL,ben 669 69U4. Parke East Blvd. Tampa FL;33618 Deter' February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicabllfty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP/t Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36510 Job Truss Truss Type City Ply Derrick Gale ° ' � ' T22864090 J41221 G04 Common 3 1 Job Reference (optional) rust toast i ruse, ri. rlerce, rL - d4`J4b, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:35 2021 Page 1 ID:JOkRd2MJgYw4W18Shl tS6Dzx2Ve-x957n663vgeMtgXNZITHmxPosdHil2htVIK3PDzkbVo 5-8-2 11-44 5-8-2 541-2 Scale = 1:19.3 4x4 = 3x4 = 3x4 = 5-8-2 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.05 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.08 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS PLATES GRIP MT20 244/190 Weight: 39 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. (size) 1=0-8-0, 3=0-8-0 Max Horz 1=-82(LC 6) Max Uplift 1=-241(LC 8), 3=241(LC 8) Max Grav 1=534(LC 1), 3=534(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-858/393, 2-3=858/393 BOT CHORD 1-4=-278/750, 3-4=278/750 WEBS 2-4=0/252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 noncwncurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=241, 3=241, 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. I$ ENSF.`'Y-.40 No 228:3:8 . NA„E����� Wi6r'P. Finn PE!No22839 Wilk USkiric,FL-Cedlii 4 0904 Parke'East Blvd. Tampa FL;33610 Date: February 16,2021 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors, This design is based only upon parameters shown, and is for an Individual building component, not^ a truss system. Before use, the building designer must vertfy the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems; see ANSLTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale ' • T22864091 J41221 G05G Hip Girder 1 1 Job Reference o lional cabi "Udbl r rusb, ri. rierce, ru - eqo, 6.430 s Nov 30 2U20 MITek Industries, Inc. Tue Feb 16 10:05:36 2021 Page 1 ID:JOkRd2MjgYw4W8ShltS6Dzx2Ve-PLtW?S7ig7mDUg6Z7?_WJ9yzD0f 1WfOkP3cxfzkbVn -2AA 2-2-13 4A�3 6-10A 9-1-7 11 4 4 13-0 4 2AA 2-2-13 2-3-7 2312 2 3-7 2-2-13 2AA Scale = 1:27.2 3.17 12 48 = 4x4 = =4 = 3x4 = LOADING (psf) TCLL 30,0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20201TP12014 CSI. TC 0.41 BC 0.29 WB 0.05 Matrix -MS DEFL. In Vert(LL) -0.03 Vert(CT) -0.05 Horz(CT) 0.02 (loc) Vdefl Ud 11 >999 240 11 >999 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 64 lb FT = 0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 15-16,19-20: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=75(LC 31) Max Uplift 2=-423(LC 8), 7=-423(1_C 8) Max Grav 2=769(LC 36), 7=769(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1249/297, 3-4=-1210/338, 4-5=1171/337, 5-6=-1211/336, 6-7=-1247/296 BOT CHORD 2-12=-17911146, 11-12=-169/1149, 10-11=-240/1204, 9-10=-204/1165, 7-9=-210/1159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,,��11111111�1� to the use of this truss component. �10 ER P F//�,Afe. 4) Provide adequate drainage to prevent water ponding. ���'..Q�� .: • • •: N �i 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for 10.0 bottom live load .'Y V` ' �F•••. �40 a psf chord nonconcurrent with any other live loads. ��� ; , 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •' i No 22839 will fit between the bottom chord and any other members. .�, . • . •. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=423, 7=423. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 159 lb down and 40 lb up at r. • 0: , `" 2-2-13, 44 lb down and 60 lb up at 3-8-3, 125 lb down and 86 lb up at 4-6-4, 110 lb down and 79 lb up at 5-8-2, 125 lb down and %, 1, '.► Q • �% 86 lb up at 6-10-0, and 44 lb down and 60 lb up at 7-8-1, and 159 lb down and 40 lb up at 9-1-7 on top chord, and 53 Ito down and �� �i ` .P;� 20 lb up at 2-2-13, 38 lb down and 3 Ito up at 3-8-3, 63 lb down at 4-6-4, 38 lb down at 5-8-2, 63 lb down at 6-10-0, and 38 lb down _•.. 1 �''_ `�� and 3 lb u at 7-8-1, and 53 lb down and 20 lb u at 9-1-7 on bottom chord. The design/selection n/selection of such connection devices is p 9 O .R ��I ss • • • `�� the responsibility of others. ` I�i '6 N 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard WalterR Rnn PE,No.22839 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MiTek USA Inc: FL den 6634 6904 Parke East Blvd. Tampa FL 33610 bates' Continued on page 2 February 16,2021 ® WARNING -Verity, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use ontywith MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must vedty the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oltrusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Oty�IyDerrick GaleT22864091 TG'0 J41221 Hip Girder 1ob Reference (options must "Ud5l r Fuss, M. rIM% rL - 34tl4t7, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:36 2021 Page 2 ID:JOkRd2MjgYw4WBShltS6Dzx2Ve-PLfW7S7ig7mDUg6Z7? WJ9yzDDf 1WfOkP3cxfzkbVn LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=74, 3-4=-74, 4-5=74, 5-6=74, 6-8=-74, 21-24=-20 Concentrated Loads (lb) Vert: 4=-21(F) 5=-21(F) 11=15(F) 10=15(F) 27=-0(F) 28=-20(F) 29=-0(F) 30=3(F) 31=-13(F) 32=3(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Design valid for use onlywith MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MST®k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdiation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Duality Cdfeda, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Derrick Gale + T T22864092 J41221 Monopitch Girder 2 1 Job Reference (optional) Cast uVaS[ t Fuss, 1-1. MrCe, t-L - 34`J40, 8.43U s Nov 30 202U MiTek Industries, Inc. Tue Feb 16 10:06:37 2021 Page 1 ID:JOkRd2MjgYw4WIBShltS6Dzx2Ve-tXDuCo7KRRu46zhlhjWlsMU5RQw1 mp4Az3pAT5zkbVm 5-7-14 10-11-12 5-7-14 5-3-14 Scale = 1:29.0 5xe = SUH24 SUH24 3x10 II SUH24 SUH24 6x8 _ SUH24 5-7-14 10-11-12 5-7-14 5-3.14 Plate Offsets_(X,Y)— [1:0-3-11 0-0-2] [4:0-3-0,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.12 5-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.16 5-7 >799 180 BCLL 0.0 Rep Stress [nor NO WB 0.68 Horz(CT) 0.03 4 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MS Weight: 60 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, BOT CHORD 2x6 SP SS except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. WEBS 1 Row at midpt 2-4 REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=284(LC 8) Max Uplift 1=-850(LC 8), 4=1036(LC 8) Max Grav 1=1774(LC 1). 4=1772(LC 1) FORCES. (lb) -Max. Comp./Max. Ten, -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2877/1406 BOT CHORD 1-5=-1501/2629, 4-5=-1501/2629 WEBS 2-5=-894/1791, 2-4=-2846/1620 NOTES- 1) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=850, 4=1036. 8) Use USP SUH24 (With 4-1Od nails Into Girder & 2-1Od x 1-1/2 nails Into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-4-11 from the left end to 9-4-11 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74, 1-4=20 Concentrated Loads (lb) Vert; 5=-500(B) 8=514(B) 9=-514(B) 10=-500(B) 11=-500(B) Watter'P Finn PE1No.22839 ltik jk Inc; FL Cert 6, W 6904 Parke East Blvd, Tampa. FL 33610 date:' February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI17P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 2670 Crain Highway, suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale T22864093 J41221 MV2 Valley 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 2x4 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:39 2021 Page 1 ID:JOkRd2MjgYw4W8Sh1tS6Dzx2Ve-pwLedU9az29oLHgBo8YDxnZa8EknEs9SQNIHY_zkbVk 2-0-0 2-0-0 s on Scale =1:6.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 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. n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=33(LC 8) Max Uplift 1=-20(LC 8), 2=-42(LC 8) Max Grav 1=60(LC 1). 2=47(LC 1), 3=25(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSlfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. NCO 22,6'0 Tampa FL,33610 February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTpIt Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Ply Derrick Gale FMV4 . T22864094 J41221 Valley 5 1 Job Reference (optional) yam wear nu rr. rivwv, rL - avvyo, 2x4 i t3.43U s Nov 30 2U20 MiTek Industries, Inc. Tue Feb 16 10:06:40 2021 Page 1 ID:JOkRd2MjgYw4WI8Shl tS6Dzx2Ve-H6vOgpACkMHfzRPKMf3ST96gMe2TzJPcf11 g4QzkbVj 2x4 11 Scale=1:11.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) n/a nla 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) nla n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-P Weight: 13 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=82(LC 8) Max Uplift 1=-49(LC 8), 3=-83(LC 8) Max Grav 1=147(LC 1), 3=147(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical truss to bearing 100 lb 1, 3. ,�,�t♦1111111��� connection (by others) of plate capable of withstanding uplift at joint(s) ��� /�.ii O," p.4 ...... .�. .� No 2282 0 �• OF O Waiter P,.`Fihn PE;N0.22839 MITUSA, Inc: FL Cori 6634 6904•Parke East Blvd. Tampa FL.39610 Dates` February 16,2021 ® WARNING - Verfy dssign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rov. 5119/2020 BEFORE USE,�� Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must very the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/17P/1 Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Gale ' r + ' T22864095 J41221 MV6 GABLE 2 1 [Derrick Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:40 2021 Page 1 ID:JOkRd2MjgYw4W18Shl tS6Dzx2Ve-H6vOgpACkMHfzRPKMr3ST76W7eymzJPcf11 g4QzkbVj 2x4 11 2 2x4 % 2x4 II Scale = 1:16.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) n/a rile 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress [nor . YES WB 0.00 Horz(CT) 0.00 n/a rile BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 20 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=6-0-0, 3=6-0-0 Max Horz 1=134(LC 8) Max Uplift 1=-81(LC 8), 3=-137(LC 8) Max Grav 1=241(LC 1), 3=241(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the'bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except at=lb) 3=137. No 2283`9" Walier:P flnn PE:ND.22839 MiTek USA, Inc: FL Cart 601 004 Parkti East Blvd. Tampa FL 33610. Date: February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MtTek® connectors. This design is based.only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardipg the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 end BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Derrick Gale ' , . T22864096 J41221 MV8 GABLE 2 1 Job Reference o tional Last ooast I russ, Ft. Pierce, HL - 34945, 8.430 s Nov 30 2020 MTek Industries, Inc. Tue Feb 16 10:06:41 2021 Page 1 ID:JOkRd2MjgYw4W18ShltS6Dzx2Ve-mJSP29AgVfPWbb XwZahOCfg61NGiIl1uhnNcszkbVi 8-0-0 8-0-0 Scale = 1:19.6 2x4 % 1x4 II 2x4 II LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020lrP12014 CSI. TC 0.41 BC 0.22 WB 0.09 Matrix-P DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) I/deft Ud n/a 999 n/a 999 n/a n/a PLATES GRIP MT20 244/190 Weight: 29 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-0-0, 4=8-0-0, 54-0-0 Max Harz 1=187(LC 8) Max Uplift 4=-81(LC 8), 5=-239(LC 8) Max Grav 1=107(LC 1), 4=142(LC 1), 5=421(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All farces 250 (lb) or less except when shown. WEBS 2-5=-331/293 NOTES- 1) Wind: ASCE 7-16; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Protect engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I' 6) Thislive n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �?^• FAN �', will it fbetween the bottom chord andany other members. ��,`,T'y�E•�-•• V E Af,§ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at=lb) 9. �� : G, • �'•� �i No 228:39 OF klz ��i `SOON A4.E���� Waifer R Fihn PE.No.22839 MTTek USA, Im FL'Cert6634 6904Parke EaSt Blvd. Tampa FL 93610 Date:. February 16,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. " Design valid for use only wfth MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdoation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI(noll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale ' , T22864097 J41221 MV10 GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:06:39 2021 Page 1 ID:JOkRd2MjgYw4W18Sh1tS6Dzx2Ve-pwLedU9az29oLHg8o8YDxnZQOEfRErVSQNIHY_zkbVk Scale = 1:23.7 2x4 � 1x4 1 4 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress [nor YES WB 0.11 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 38 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=10-0-0, 4=10-0-0, 5=10-0-0 Max Horz 1=239(LC 8) Max Uplift 1=-15(LC 8), 4=-67(LC 8), 5=307(1_C 8) Max Grav 1=201(LC 1), 4=117(LC 1), 5=541(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-413/359 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; 8=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=307. DER P F4f �..r..;..... I . IV No 22Og,'Q Tampa FL 33610 February 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabddation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job —Truss Truss Type Qty Ply Derrick Gale ► T22864098 J41221 VALLEY 1 1 Job Reference o tional Cass Boast Truss, R. Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc, Tue Feb 16 10:06:45 2021 Page 1 I D:JOkRd2MjgYw4W18Shl tS6Dzx2Ve-e4ivuXELZuvx3C1190fdA2pbXflbeaeLpJlbldzkbVe 2-0-0 4-0-0 2-0.0 2-0-0 3x4 = Scale = 1:7.5 5.00 12 2 2x4 % 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) file n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a file 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 file n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 10 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=18(LC 7) Max Uplift 1=-54(LC 8), 3=-54(LC 8) Max Grav 1=119(LC 1), 3=119(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. �\Vli1IIIIII No 228:39 ? Of .:fir r WalterP, 8nn PE;No.228'39 MITek USA, ine: FL COO 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Derrick Gale � TVr8 ► T22864099 J41221 VALLEY 1 1 Job Reference (optional) East toast I cuss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:06:45 2021 Page 1 ID:JOkRd2MjgYw4WIBShl tS6Dzx2Ve-e4ivuXELZuvx3C I I90fdA2pWYflneaxLpJlbldzkbVe 4-0-0 8-D-0 4-0-0 4-0-0 2x4 1x4 II 4x4 = 2x4 scale = 1:14.6 8-0.0 B-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) file n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 3 file rile BCDL 10.0 Code FBC2020rrP12014 Matrix-P Weight: 24 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-0-0, 3=8-0-0, 4=8-0-0 Max Horz 1=47(LC 7) Max Uplift 1=-87(LC 8), 3=-87(LC 8), 4=-104(LC 8) Max Grav 1=153(LC 1), 3=152(LC 1), 4=309(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 4=104. -�4►1t1111N�'- Waiter F Finn PE.No.22899 MfTek'USA, InC. FL Cert.6634 fi904 Parke East Blvd. Tampa FL 33610 Oates. February 16,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19J2020 BEFORE USE. Design valid for use onlywfth MEMO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �w a truss system. Before use, the building designer must verify the applicabllfty of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdGation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sell Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Ply Derrick Gale TV12 T22864100 J41221 GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. TUB Feb 16 10:06:42 2021 Page 1 ID:JOkRd2MjgYw4W18Sh1 tS6Dzx2Ve-EVOnFVBSGzXMCIZjTG5wZQBvORfpRChv6LWx9JzkbVh 6-0-0 12-0-0 6-0-0 6-0-0 44 = Scale = 1:19.2 4 3x4 5:� 1x4 II 3x4 12-0-0 LOADING (psil) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=12-0-0, 3=12-0-0, 4=12-0-0 Max Horz 1=76(LC 7) Max Uplift 1=-115(LC 8). 3=-115(LC 8), 4=-219(LC 8) Max Grav 1=225(LC 17), 3=225(LC 18), 4=554(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-393/263 PLATES GRIP MT20 244/190 Weight: 38 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=115,3=115,4=219. No 2283:9 ,'0.• - "#II:11I11"' Walter'R Firm PENo22639 MiTek USA, lric: FL Cert.6634 6804 Parke East Blvd. Tampa FL 33610 Date: February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrigation, storage, delivery, erection and bracing of trusses and truss systems, see AN81/rP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale • r T22864101 J41221 r V103 GABLE 1 1 Job Reference (optional) runs, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:06:42 2021 Page 1 ID:JOkRd2MjgYw4W18Shl tS6Dzx2Ve-EVOnFVBSGzXMC IZjTG5wZQB00Rk2RCev6LWx9JzkbVh 8-0-0 16-0-0 8-0-0 8-0-0 Scale = 1:25.3 4x4 = B 7 8 3x4 1x4 II 5x5 1x4 II 3x4 = Plate Offsets (X,Y)— [7:0-2-8,0-3-0) LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix-S Weight: 55 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-0-0. (lb) - Max Horz 1=-104(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) 1, 5, 7 except 8=-232(LC 8), 6=-232(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 7=329(LC 1), 8=407(LC 17), 6=407(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-7=-251/116, 2-8=322/274, 4-6=-322/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except at=lb) 8=232, 6=232. .SR P, No 2283.9 so �*,`• :*+ OF s � Walter`R'Rrm PEM.22839 MiTek WA; Inc: FL-Ceft 6634 6904 Parke EastBlvd. Tampa FL 93610 Date: February 16,2021 ® WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdoation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Derrick Gale 'T22864102 TV2uO J41221 GABLE 1 1 Job Reference (optional) East Goast I rues, m. rierce, rL - ;:54V4ti, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:43 2021 Page 1 ID:JOkRd2MjgYw4W BShl tS6Dzx2Ve-iha9TrC51 HfDqu8v1 zc95dk6Lrl QAfu2L7GUhlzkbVg 10-0-0 20-M 10-0-0 10-0-0 Scale=1:31.6 44 = 3x4 - e 7 6 3x4 1x4 II 5x5 = Plate Offsets (XY)-- [7:0-2-8,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 5 n/a file BCDL 10.0 Code FBC2020rTP12014 Matrix-S Weight: 71 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-0-0. (lb) - Max Horz 1=-133(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-310(LC 8), 6=-310(LC 8) Max Grav All reactions 250 lb or less atjolnt(s) 1, 5 except 7=252(LC 1), 8=543(LC 17), 6=543(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-8=-417/358, 4-6= 417/358 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=310,6=310. 't ER P t%�� �•••••. �/�/ �j� % No 22839 •i.. 1 I.y OF • �7 L/full#t Walter'R Him PE.No.22839 MITek IjSk, Inc. FL Cer16634 6904 Parke East Blvd. Tampa: FL 33610' [late:. February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not�- a truss system. Before use, the building designer must verify the applicability of design parameters and prop edy Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only, Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sarlinfonnat/on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Dercick Gale - • T22864103 J41221 V24 GABLE 1 1 Job Reference o tional �+ym wasr cuss, ri. fierce, rL - 34a4o, e.430 s Nov 30 2020 MITek Industries, Inc. Tue Feb 16 10:06:44 2021 Page 1 ID:JOkRd2MjgYw4VVIBShl tS6Dzx2Ve-AtBXgBDjoan4S2j6bh8OerHMnFOXv6gBaf72DBzkbVf 12-0-0 24-0-0 12-0-0 12-0-0 Scale = 1:37.9 4x4 = 3x4 12 11 10 9 e 30� 10 II 1x4 II 5x5 = 1x4 II 5x5 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in (loc) Vdefl Lld PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) file n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 7 file n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 90 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 24-0-0. (lb) - Max Horz 1=162(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 10 except 11=-229(LC 8), 12=-212(LC 8), 9=-229(LC 8). 8=-212(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=331(LC 1). 11=403(LC 17), 12=375(LC 1), 9=403(LC 18), 8=375(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-10=-250/55, 3-11=-324/279, 2-12=289/253, 5-9=-324/279, 6-8=-289/253 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. B) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 10 except Qt=lb)11=229,12=212,9=229,8=212. �J ER P ' C::E N s ..ot No 2283:9 ••; o A F 4f O ••:. ! . N a` WAWA Finn PEN622839 9 IT6if USA, Inc: FL Cart 6634 6904-Parke East Blvd, Tampa FL 33610 Date:. February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicabllily of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k- Is alvlays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabridalion, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrPli Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Oty Ply Derrlck GaleT22864104 T J41221 Jack -Open 7 1 Job Reference (optional) t1.4Z S NOv :7U zU2U MI I eK Inaustrles, Ino. I us I- so 16 1U:U6:41 ZU21 Hege 1 ID:JOkRd2MjgYw4VV18Sh1 t86Dzx2Ve-aSggIDFb4V9fJ WSgGph5GTvoPSSY6U8eGcEigvvzkbVc -2-0-0 0-11-4 2-0-0 0-11.4 Scale: 1.5"=l' LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.00 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.00 9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOre(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 10 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=107(LC 8) Max Uplift 3=-44(LC 1), 2=-430(LC 8), 4=-82(LC 1) Max Grav 3=77(LC 8), 2=365(LC 1), 4=133(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component, 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb) 2=430. ER P.!%i 4i No 226.'39QA •••; a -•1cirlliII111 ' Waiter P. FIrm PE No.22839 MTek,USA, Inc. FLOW 6634 6904 Parke East Brvd. Tampa FL 33610 Date:. February 16,2021 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use onywfth MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW _ always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdgation, storage, delivery, erection and bracing of trusses and truss systems, see AN311TP/1 quality Criteria, DSB-89 and SCSI Building Component Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Type City Ply Derrick Gale ` TZCJ1sS T22864105 J41221 Jack -Open 1 1 Job Reference (optional) Cast Uoast l russ, m. Hleme, FL-:34946, 2x4 = 8.430 s Nov 30 2020 M7ek Industries, Inc. Tue Feb 16 10:06:47 2021 Page 1 I D:JOkRd2MjgYw4VV18Shl tS6Dzx2Ve-aSggIDFb4V9fJ WSgGph5GTvxlSTg6U8eGcEigWzkbVc 0.11-4 Scale = 1:6.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 3 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=24(LC 8) Max Uplift 1=-14(LC 8), 2=-16(LC 8), 3=-10(LC 8) Max Grav 1=43(LC 1), 2=23(LC 1), 3=20(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. ER P N0 928,39 0 OF i���ss 'AL fO Walter R Him PE'N6 22839 MITek USA, Inc. FL-Cert SN 6904 Patke'East Blvd. Tampa FL 33,610 Date; February 16,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19M020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing p q 1y,�'r®k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSa-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qly Ply Derrick Gale TZCJ3 •T22864106 J41221 Jack -Open 7 1 Job Reference (optional) �o� wo�r nuns, R. rnrnue, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:06:48 2021 Page 1 I D:JOkRd2MjgYw4W 8Sh1 tS6Dzx2Ve-2fN2 WYGDrpH WwgOIgXC KohRz9snlrxOnVGzFMyzkbVb -2-0.0 2-11 3 2-0-0 2-114 Scale = 1:12.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.01 4-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MP Weight: 16lb FT=0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=158(LC 8) Max Uplift 3=-38(LC 5), 2=-301(LC 8) Max Grav 3=64(LC 13), 2=342(LC 1), 4=45(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0,18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer /Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=301. 'SR 'F •F �. �C.ENS ..�< 4�; • N0 228'39 .. �i SONA� Waiter P. Finn PE`ND 2839 MITek USA, Inc. FL Cert 6634 6904. ParkdEast Blvd. Tampa FIL 39610 Date; February 16,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 6/19/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is t0 prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component SafelyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Trus i Truss Type Qty Ply Derrick Gale T22864107 Job ZCJ3S Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:50 2021 Page 1 ID:JOkRd2MjgYw4WI8Shl tS6Dzx2Ve-71 VoxE HUN QXEAzAFxyFot6XPYgTWJrE4yaSMRrzkbVZ 2-11-4 2-11-4 Scale=1:10.6 5 2x4 = 2x4 II PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN. ADEQUATE SUPPORT REQUIRED. 2-11-4 LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.23 BC 0.15 WB 0.04 Matrix -MP DEFL. In (loc) I/deft L/d Vert(LL) 0.00 4 >999 240 Vert(CT) 0.00 4 >999 180 Horz(CT) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 5=Mechanical Max Horz 3=265(LC 1), 5=-265(LC 1) Max Uplift 5=-121(LC 8) Max Grav 5=272(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-128/325 BOT CHORD 1-5=-265/157 NOTES- 1) Wind: ASCE 7-16; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 �ti/t'1111>f� will fit between the bottom chord and any other members. P••,� `P ER 6) Refer to girder(s) for truss to truss connections. , • , •• �i 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) —G,E N is ' No 2283:9 �•: * % Walter`R Firm PEsN i I839 MITdk, O Inc: FGCert 6634 6904. Parki Ust Blvd. Tampa; R.33610 DO:, February 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -- valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not OF a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale ` r i T22864108 J41221 ZCJ5 Jack -Open 6 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:06:50 2021 Page 1 ID:JOkRd2MjgYw4W18Shl tS6Dzx2Ve-71 VoxEHUNQXEAzAFxyFot6XJzgQHJrt4yaSMRrzkbVZ -2-0-0 4-11-4 2-0-0 N 6 Scale = 1:16.3 4-11-4 Plate Offsets (X,Y)— [2:0-2-14,Edge] [5:0-2-2 0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.02 4-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.05 4-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 file n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -AS Weight: 22 Ito 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. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=21 O(LC 8) Max Uplift 3=-106(LC 8), 2=-301(LC 8) Max Gram 3=143(LC 1), 2=413(LC 1), 4=83(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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. ER p tIj //�,�1�"�j 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)P�� 3=106,2=301. ..,•+•.:. •• -y ���, 8) This truss design �� Cj.EJ1/�+,•• V� ' F•�•, requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ��� •� , 40 `0" sheetrock be applied directly to the bottom chord. No 2283,9 A �. : % Wa%r'P Rnn PE. No 22839 MIT4, '' Inc: FL Geri 6634 W4 Parka East Blvd. Tampa PL 33610 Dates' February 16,2021 ® WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev, 5/1912020 BEFORE USE. Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design: parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Derrick Gale TZEJs4 T22864109 J41221 Jack -Open 3 1 Job Reference (optional) ubb, Fi. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:06:53 2021 Page 1 ID:JOkRd2MjgYw4WIBShltS6Dzx2Ve-PcBx7GKMgLvp1Rvgd4oWk9qutUIWCdWeYhOlAzkbVW -2-0-0 3-8-3 2-0-0 3-8-3 Scale = 1:13.8 d LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.01 4-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) ;0.01 4-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 18 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=177(LC 8) Max Uplift 3=-63(LC 8), 2=-297(LC 8) Max Grav 3=94(LC 1), 2=366(LC 1), 4=60(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES. 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible For verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=297. E At v No 22839 O. Tampa FL 33610 February 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale ' T22864110 J41221 ZEJ7 Jack -Open 16 1 Job Reference o floral =air wpst r r usb, R. Fierce, FL - J9ego, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:59 2021 Page 1 ID:JOkRd2MjgYw4W18Sh1 tS6Dzx2Ve-EmYCgJO7GBgylMM—zLwi?Or71Nlwv6P1 U8KFgzkbVQ -2-0-0 7-0-0 2-0-0 7-0-0 Scale = 1:20.6 0 d N Plate Offsets (X,Y)— [5:0-2-2,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.11 4-11 >784 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.21 4-11 >387 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 28 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0.8-0, 4=Mechanical Max Horz 2=264(LC 8) Max Uplift 3=-171(LC 8). 2=321(LC 8) Max Grav 3=221(LC 1), 2=501(LC 1), 4=119(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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. 11111'1111/�' 6) Refer to girder(s) for truss to truss connections. 7) Provide ` % R P. mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=171, 2=321. ,%,``Q`� .... • //�w:I� 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ��� • V� 5F•'•. ���, sheetrock be applied directly to the bottom chord. : '. �• N0 2283'9 Walter P. Finn PE No.22839 Mim USA, Iris. FLd)ert 6634 6904 Parke East Blvd. Tampa FL 33610' Date:' February 16,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa,;FL 36610 Job Truss, Truss Type Qty Ply Derrick Gale I If T22864111 J41221 ZEJ11 Jack -Closed 33 1 Job Reference (optional) tast toast I russ, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:06:52 2021 Page 1 ID:JOkRd2MjgYw4W BShltS6Dzx2Ve-xQdZMwJkv2nyPHKe3MHGzXcjDT3ZneHNQuxTVjzkbVX -2-0.0 5-4-10 11-0-0 2 0 0 5-4-10 5-7-6 Scale = 1:28.6 3x4 = LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TIC 0.35 BC 0.49 WB 0.45 Matrix -AS DEFL. In Vert(LL) -0.03 Vert(CT) -0.05 Horz(CT) 0.01 (loc) I/deft L/d 7-8 >999 240 7-8 >999 180 7 n/a nla PLATES GRIP MT20 244/190 Weight: 58 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0, 7=Mechanical Max Horz 2=369(LC 8) Max Uplift 5=-364(LC 1), 2=-360(LC 8). 7=-621(LC 8) Max Grav 5=337(LC 8), 2=664(LC 1), 7=882(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-762/128, 4-7=562/517 BOT CHORD 2-8=-322/651, 7-8=-325/646 WEBS 3-7=-678/343 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=ib) 5=364,2=360,7=621. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Wafter R Rrm PE.N622639 MITek 694i lnc: FL Ceti 663A 6904 Parke East Blvd. Tampa FL 33610 Date: February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/f Quality Cdterla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 Tampa, FL 36610 Job Type Qty PlyTjob rick Gale ITruss TZEJ22 IT22864112 J41221 Jack -Open 1 Reference (optional) Casl l:oasl 1 russ, m. merce, FL - 34946, 8.430 s Nov 30 2020 MTek Industries, Inc. Tue Feb 16 10:06:52 2021 Page 1 ID:JOkRd2MjgYw4Wi8Sh1 tS6Dzx2Ve-xQdZMwJkv2nyPHKe3MHGzXcf8T8snINNQuxTVjzkbVX -2-0-0 2-2-1 2-0-0 2-2-1 Scale = 1:10.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.00 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) 0.00 11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MP Weight: 13 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=138(LC 8) Max Uplift 3=-19(LC 5), 2=-316(LC 8), 4=-4(LC 1) Max Grav 3=33(LC 13), 2=325(LC 1), 4=48(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb) 2=316. tk NO 9283910 Z S: Walter R Rnn' PEho.22839 WrokUt4 inc. FL Oer) 66M 6904 Parke East Blvd. Tampa FL 33610 Date: February 16,2021 ® WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabd4ation, storage, delivery, erection and bracing of trusses and truss systems, see ANSYM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale I 'i • T22864113 J41221 ZEJ26 Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:53 2021 Page 1 ID:JOkRd2MjgYw4Wl8Shl tS6Dzx2Ve-PcBxZGKMgLvp1 Rvgd4oWk9qutUAWCdWeYh01 AzkbV W -2-0-0 2-6-2 2-0-0 2-r2 Scale=1:11.4 2.6-2 2-6-2 Plate Offsets (X,Y)— [2:0-2-14 Edge] [5:0-2-2 0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.01 4-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 4-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 15 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-6-2 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=147(LC 8) Max Uplift 3=-28(LC 5), 2=-307(LC 8) Max Grav 3=47(LC 13). 2=331(LC 1), 4=40(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 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 6) Refer oetween the girder(s) fortrussto trussnconnectionsmembers. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at=lb) 2=307. E i .' 40 22839, : A, A F 44/ Walter'P Finn PEINp.22639 MITA USA 4c; FL Cott 6634 6904Parke East Blvd, Tampa FL.33610 Date" February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdgation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criterle, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety inavailable from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Derrick Gale TZEJ44 T22864114 J41221 Jack -Open 1 1 Job Reference (optional) East toast Truss, Ft. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:06:54 2021 Page 1 I D:JOkRd2MjgYw4WIBShl tS6Dzx2Ve-tplJmcL_Rfl gebU1 AnJk2yhl m Hm RFftgtCQZaczkbW 4-4-12 4-4-12 2x4 = 44-4-12-12 Scale = 1:13.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.03 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.05 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a rile BCDL 10.0 Code FBC20201TPI2014 Matrix -AS Weight: 14 lb 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. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=114(LC 8) Max Uplift 1=-68(LC 8), 2=-113(LC 8), 3=-4(LC B) Max Grav 1=204(LC 1), 2=140(LC 1), 3=76(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4,2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except at=lb) 2=113. 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. ��1111111111l,I, . N'O 22839 Of Walter "P. F1Bn PE',ho:22839 MTTEK USA, Inc: FL Bert 6634 6904 Parke East Blvd. Tampa Fl 33610 bite" February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale ' t T22864115 J41221 ZEJ48 Jack -Open 1 1 Job Reference (optional) �a�r coast 1 iusa, Ft. Fierce, FL - z4w io, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:55 2021 Page 1 ID:JOkRd2MjgYw4WBShltS6Dzx2Ve-L?Jh_yLcCzAWGk3DkVgza9EAih86-66p6sA762zkbVU -2-0-0 4-8-2 200 ' 4-82 Scale = 1:15.8 4-8-2 Plate Offsets (X Y)— [2:0-2-14 Edge] [5:0-2-2 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.02 4-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.04 4-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 21 lb 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. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanial, 2=0-8-0, 4=Mechanial Max Horz 2=203(LC 8) Max Uplift 3=-97(LC 8), 2=-300(LC 8) Max Grav 3=133(LC 1), 2=403(LC 1), 4=78(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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. ,,fit►/C11Ijf��� o girder(s) truss to truss 7) Refer Providte mechanicalrconnection b othe s)lof truss to bearing late capable of withstanding 100 lb uplift at oint s 3 exce t 't=lb .� `,��E (byothers) 9P9 P 1 O P U—) ��P ••••• 2=300. 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. No 22636 0,F Wa ter P Finn PE;No:27P9, Wik USA, Inc. FL 060166M 004,Parke East Blvd. Tampa FL-33610 Date:' February 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �pp T Itl1� 1.Q.'k• Is always required. for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale t � T22864116 J41221 ZEJ54 Jack -Open 1 1 Job Reference (optional) U= V. t i rues, ri. Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:06:55 2021 Page 1 ID:JOkRd2MjgYw4W8ShitS6Dzx2Ve-L7JhyLcCzAWGk3DkVgza9EAFh67_66p6sA762zkbVU -2-0-0 5-4-13 2 0-0 5-4 13 Scale = 1:17.3 5-4-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.04 4-11 >999 240 MT20 2441190 TCDL 7.0 Lumber IDOL 1.25 BC 0.44 Vert(CT) -0.07 4-11 >915 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 file n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -AS Weight: 23 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=222(LC 8) Max Uplift 3=-121(LC 8), 2=305(LC 8) Max Grav 3=160(LC 1), 2=432(LC 1), 4=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer! Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 3=121, 2=305. 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. �ISR P. �G:E NS. NFL ri No 2283:9 Sdo 00 0 AL �. Walter P- Firm PEiNos22939 MITeK USA, Inc: FL 0ert 6634 6904-Parke East Blvd. Tampa FL 33.610 Date:, February 16,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 6/1912020 BEFORE USE. ` Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabddalion, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Derrick Gale 1 / T22864117 J41221 ZEJ69 Jack -Open 2 1 Job Reference (optional) 0.43U a NOV 3U 2U2U MI I eK Incustrles, Inc. TUB Feb 16 10:06:56 2021 Page 1 ID:JOkRd2MjgYw4VvlBSh1tS6Dzx2Ve-pBs4BIMEzGINuuePICLC7NnLk4N7jYMzKWvgeVzkbVT -2-0-0 6-9-0 2-0-0 6-9-0 Scale = 1:19.9 Plate Uttsets (X,Y)— [5:0-2-2 0-0-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.09 4-11 >878 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.18 4-11 >436 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix -AS Weight: 28 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=258(LC 8) Max Uplift 3=-164(LC 8), 2=-318(LC 8) Max Grav 3=212(LC 1), 2=490(LC 1), 4=115(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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. ,,���111.111//��,, 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at=lb) ��4.�.� R • p. �/ ee 3=164, 2=318. �� •• G E N w •. �0 8) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 1/2" gypsum ��� • fir` tC•••.� �� sheetrock be applied directly to the bottom chord. No M3:0 r • r OF �� N A� ie.it 11111111�1 Walter P.Firm PE,No 2839 wrok'WA, Inc. FLCedt M 6904 Parke East Blvd, Tampa FL 93610 bate: February 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW alvlays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/f Duality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2D601 6904 Parke East Blvd. Tampa; FL 36610 Job Truss Truss Type City Ply Derrick Gale T22864118 J41221 ZEJG1 Jack -Open 2 1 Job Reference (optional) r=dbr wdbi n ubb, Fi. Pierce, FL - 34946, 8.430 s Nov 30 2020 MTek Industries, Inc. Tue Feb 1610:07:00 2021 Page 1 ID:JOkRd2MjgYw4WISShl tS6Dzx2Ve-iy6al fPll VopNWxAX208HDx?4itpfMMYFBtunGzkbVP 2-2-13 3-5-7 2-2-13 3-5-7 Scale = 1:12.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.01 4-11 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 4-11 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -MP Weight: 18 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=162(LC 8) Max Uplift 3=-45(LC 8), 2=-334(LC 8) Max Grav 3=79(LC 1), 2=385(LC 1). 4=54(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=334. 6904 Parke East Blvd. Tampa FL 39610 Data: February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and prop edy incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabr Otlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, OSS-89 end l3CS1 Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2D601 Tampa, FL 36610 Job Trusss Truss Type Qty Ply Derrick Gale / T22864119 J41221 ZEJH1 Half Hip 2 1 Job Reference (optional) �a� wear uss, rr. rnerce, rc - a4a4o, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:07:012021 Page 1 ID:JOkRd2MjgYw4W18Shl tS6Dzx2Ve-A9gyE7QNnpwg_tWN5lxNgQUEm56LOm7iUodRKizkbVO -2-0-0 4-9-14 9-0-0 11-0-0 2-0-0 4-9-14 4-2-2 2-0.0 4x4 = 5x5 = Scale=1:25.2 LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2020/TP12014 CSI. TIC 0.42 BC 0.58 WB 0.22 Matrix -AS DEFL, in Vert(LL) -0.12 Vert(CT) -0.24 Horz(CT) 0.01 floc) Well L/d 7-14 >999 240 7-14 >551 180 6 file n/a PLATES GRIP MT20 244/190 Weight: 64 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 10-11: 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=319(LC 8) Max Uplift 6=-118(LC 3), 2=390(LC 8), 5=-207(LC 8) Max Grav 2=677(LC 1), 5=550(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-759/256, 3-4=-325/50 BOT CHORD 2-7=-388/674 WEBS 3-7=-480/318, 5-7=210/558 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) BuildingDesigner /engineerresponsible for verifying applied roof live load shown covers rain loading requirements specific to the this truss component.t 3) Provide adequate drainage to prevent water /�w� ponding. 4) Plates checked for a or minus 0 degree rotation its ,,�P�. •...... • "��! plus about center. 5) This truss has been designed for a 10.0 bottom live load V� ��••••• psf chord nonconcurrent with any other live loads. 'This %�� 6) 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 ; No 228:39 will fit between the bottom chord and any other members. 7) Refer ,� , . ,.. to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 6=118, 2=390, 5=207. 9 This truss design requires that a minimum of 7/16" structural wood sheathing be applied directs to the to chord and 1/2" sum 9 q 9 PP Y P 9YP sheetrock be directly to the bottom ,.; A F VJ •; �' applied chord. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ; Q �i_'�i •. „ _ , [1 Q ..wZ WaKer',P Finn RE;No,22839 076k USA, Inc. FL Cert 6634 6900arke East Wd. Tampa FIL33610 bite.' February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��" Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p p building design. Bracing Indicated is to prevent buckling of individual truss web end/or chord members only. Additional temporary and permanent bracing IYIiTekf Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1/rPI1 Duality Criteria, DSO-89 and aCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Derrick Gale A t T22864120 J41221 ZEJH2 Half Hip Girder 2 1 Job Reference (optional) t_ast L;oast Truss, Ft. Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:07:02 2021 Page 1 ID:JOkRd2MjgYw4WBShltS6Dzx2Ve-eLELSLR7Y62Xcp5ZeTScMeDNWVU 78JrjSM7s8zkbVN -2-0-0 3-9-14 7-0-0 11-0-0 2-0-0 3-9-14 3-2-2 4-0-0 4xe = Scale=1:22.4 2x4 II LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 CSI, TC 0.55 BC 0.49 WB 0.55 Matrix -MS DEFL. in Vert(LL) -0.05 Vert(CT) -0.10 Horz(CT) 0.02 (loc) I/deft Ud 7-14 >999 240 7-14 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 60 lb FT = 0% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SF No.3 BOT CHORD Rigid ceiling directly applied or 7-5-2 oc bracing. OTHERS 2x4 SP No.2 *Except* 10-11: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=Mechanical Max Horz 2=267(LC 8) Max Uplift 2=-512(LC 8), 6=481(LC 8) Max Grav 2=913(LC 1), 6=1052(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1423/557, 3-4=-1133/439 BOT CHORD 2-7=-622/1277, 6-7=-453/1035 WEBS 3-7=-344/233, 4-7=-59/650, 4-6=-1261/547 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer �i / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ,���ER P F ♦ 1A��. /�i/A. 41* 4) Provide adequate drainage to prevent water •...... �r •`Cj,.E /\/ �i. ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. S+,•• :-y 4 ,��, �1 V F� •. �� 0 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. •• No 228,39 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ;� /�' will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections, : • 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=512, 6=481. M "0.'• j(/ 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 279 lb down and 355 lb up at 7-0-0, and 161 lb down and 187 lb up at 9-0-12 on top chord, and 388 lb down and 107 lb up at 7-0-0, and 79 Ito down at 9-0-12 i'� •� }j= ;• �i�'�r�� Q'.• % on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Q � �j;'s '• R; 11) In the LOAD CASE(S) loads .•••`�;�� section, applied to the face of the truss are noted as front (F) or back (B).A' �'`��, LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 WalterFinn PEA&22839 Uniform Loads (plf) Wok USA, Ina. Ft Cert 6634 Vert: 1-4=74, 4-5=-74, 6-12=20 6904 Parke East Blvd, Tampa: FL 93610 Oates, Continued on page 2 February 16,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2a20 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Derrick Gale i r a T22864120 J41221 ZEJH2 Half Hip Girder 2 1 Job Reference (optional) �a�r waa, nuaa, ri. ne,ce, rL - 34y90, 6,430 S Nov 30 2020 MITek Industries, Inc. Tue Feb 1610:07:02 2021 Page 2 ID:JOkRd2MjgYw4WI8Shl tS6Dzx2Ve-eLELS LR7Y62Xcp5ZeTScMeON WVU_78JrjSM7s8zkbVN LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-375(B) 4=209(B) 15=-147(B) 16=-62(B) ®WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stabllity_and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSMII Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tempa;.FL 36610 Job Truss Truss Type Qty Ply Derrick Gale s T22864122 J41221 ZHJ37 Diagonal Hip Girder 1 1 Job Reference (optional) ' `• �'_' - ��=V�, t1.44U S NOV 3u 2UZU MI I eK Inaustnes, Inc. TUB Feb 18 10:07:03 2021 Pagel ID:JOkRd2MjgYw4VvIBShl tS6Dzx2Ve-6XnjfhSdJQAOEzglCAzrvrZULvgPsj5_x66YObzkbVM -2-9-15 5-1-2 2-9-15 5-1-2 Scale = 1:15.2 5-1-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.06 4-11 >950 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.09 4-11 >669 180 BCLL 0.0 Rep Stress [nor NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 24 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=176(LC 8) Max Uplift 3=-93(LC 8), 2=-478(LC 8), 4=-95(LC 5) Max Grav 3=143(LC 1), 2=540(LC 1), 4=234(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb) 2=478. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 51 lb up at 4-2-15 on top chord, and 16 lb down and 20 lb up at 1-4-15, 68 lb down and 72 lb up at 1-4-15, and 249 lb down and 143 lb up at 4-2-15, and 38 lb down and 4 lb up at 4-2-15 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 (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74, 4-9=20 Concentrated Loads (lb) Vert: 12=-1 (B) 13=18(F=-16, B=34) 14=-246(F=-249, B=4) �,y�1111111���� -JrSR Pr P1.4.�. N'o 228,39 -9 A F : 411 Z X 1At Wajter'P, Finn PE N622839 NIITek USA'jnc. FGCert8634 6904 Parke East Blvd. Tampa FL 93610 Data: February 16,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabddation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/7 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sarefylnrormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Derrick Gale T22864123 J41221 ZHJD1 Jack -Partial 1 1 ' Job Reference (optional) odst uudst r rusts, Ft. Fierce, rL - agaao, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 16 10:07:04 2021 Page 1 ID:JOkRd2MjgYw4WIBShl tS6Dzx2Ve-akL5tl SG4kIFr7FymuV4S36mtJAFb9V8Amr5wl zkWL -2-0-13 3-9-8 7-2-7 2-0-13 3-9-8 34-15 Scale = 1:20.5 v N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.18 6-13 >475 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.15 6-13 >569 180 BCLL 0,0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 5 n/a rile BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 34 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=1-4-9, 5=Mechanical Max Harz 2=263(LC 8) Max Uplift 4=-90(LC 8), 2=-495(LC 8), 5=-229(LC 8) Max Grav 4=106(LC 13), 2=516(LC 1), 5=208(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-407/208 BOT CHORD 2-6=-333/362 WEBS 3-6=-397/364 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=495, 5=229. 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. `,11111i1111111iIt ER P. % �,\ F''. Z..,00 No 22839 p • Walter P. Fihn PE:Nd22839 Mlfek USA;16C: FL 6erf 6634 Pq4-arkeEast Blvd. Tampa, FL,33610 Date;' February 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev, 5/1912020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMPN quality Criteria, DSB-89 and BCS18uilding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Type Qty errick Gale TZHJD2 ` T22664124 J41221 Jack -Partial 1 17job Reference (optional) Ua waar 11 ubb, ri. rierce, FL - 34946, 8.430 s Nov 30 2020 MITek Industries, Inc. Tue Feb 16 10:07:05 2021 Page 1 I D:JOkRd2MjgYw4WISSh l tS60zx2Ve-3wvT4NTur1 Q6THg8KbOJ_Gexij WZKcnHPQbfTTzkWK -2-0-10 3-9-3 7-1-15 2-0-10 3-9-3 3.4-12 Scale = 1:20.5 7-1-15 7-1-15 Plate Offsets (X,Y)— [2:0-0-8,Edge] [7:0-2-2 0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.18 6-13 >483 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.15 6-13 >578 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 5 n/a rue BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 34 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 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=1-4-7, 5=Mechanical Max Harz 2=263(LC 8) Max Uplift 4=-90(LC 8), 2=-491(LC 8), 5=-228(LC 8) Max Grav 4=106(LC 13), 2=513(LC 1), 5=206(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-403/205 BOT CHORD 2-6=-329/358 WEBS 3-6=-393/361 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; 6=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for 0 degree its ,,ij11111 Eiji 6 !! a plus or minus rotation about center. 4) This truss P• has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • ���` 'V- �i� 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 fit between V_P •�tL IV tS ••'v"Y V• will the bottom chord and any other members. ,,� ;•' •• 6) Refer to girder(s) for truss to truss connections. '. ` �� No 228"3;9to 7 Provide mechanical connection b others of truss to bearin late capable of withstanding 100 lb uplift at'oint s 4 except t-Ib (Y ) g P P 9 P J O P Q -) 2=491, 5=228. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum a �. sheetrock be applied directly to the bottom chord.TA 'fl Ir r OF !!!lssIOIV At10� E Waiter P,- Finn PE.No22839 MiT& USk Inc. FLCert,13M 0064 Parke East Blvd. Tampa EL 93610 Dater February 16,2021 ® WARNING • Verify design parameters READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1812020 BEFORE USE. -- Design valid for use only with MITek® connectors, This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOWis always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI117PI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 2670 Crain Highway, Sulle 203 Waldorf, MD 20601 Tampa, FL 36610 Job t Truss Type Qty Ply Derrick Gale F�'.U'S.s T22864126 J41221 3 Diagonal Hip Girder 1 1 Job Reference (optional) cast roast truss, Ft. rierce, hL - 04d4b, 0.430 s Nov 30 2020 MiTek Industries, Inc. TUB Feb 16 10:07:06 2021 Page 1 ID:JOkRd2MjgYw4W18Sh1 tS6Dzx2Ve-X6TrliUWcLYz5RPKtJXYXUB_a6gn34rRe4KC7wzkbVJ -2-3-13 3-8-9 6-11-12 2-3-13 3-8-9 3-3-3 Scale = 1:18.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.31 4-11 >268 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) 0.24 4-11 >346 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix -MP Weight: 29 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 7-8: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-11-15, 4=Mechanical Max Horz 2=238(LC 8) Max Uplift 3=-183(LC 8), 2=523(1_10 8), 4=-115(LC 5) Max Grew 3=216(LC 1). 2=531(LC 1), 4=132(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0,18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 3=183, 2=523, 4=115. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 148 lb down and 49 lb up at 3-0-7, and 151 lb down and 127 lb up at 5-6-8 on top chord, and 128 lb down and 8 lb up at 3-0-7, and 110 lb down at 5-6-8 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 (pif) Vert: 1-3=74, 4-9=20 Concentrated Loads (lb) Vert: 13=-9(B) 14=8(F) 15=17(13) ♦�S%, DER P No 228.39 � � r OF 4L • Wafter R Finn PEA6 22839 kli k USA; Inc. FL bert WU 6904-0*6 East Blvd. Tampa, FL 33610 bate. February 16,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P1f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/nformet/on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job 1. Truss 1 Truss Type Qty Ply Derrick Gale I T22864126 J41221 ZHJD4 Diagonal Hip Girder 1 1 Job Reference (optional) �aor v�aar I. uaa, rr. rrnrce, rL - oyeyo, 6.43U S NOV 3U ZU2U MI I eK Industries, Inc. I ue Feb 16 1 U:U7:U7 2U21 Pagel ID:JOkRd2MjgYw4WIBShl tS6Dzx2Ve-7J 1 EV2VSNfgpiazWR02n3hkAzW97oX5ask41XMzkbVl -2-44 3-7-13 6.104 24-4 3-7-13 3-2-6 Scale = 1:18.0 6-104 Plate Offsets (X,Y)— 15:0-2-210-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.28 4-11 >291 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.24 4-11 >346 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020iTP12014 Matrix -MP Weight: 29 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 `Except` 7-8: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-11-15, 4=Mechanial Max Horz 2=233(LC 8) Max Uplift 3=-231(LC 8), 2=525(LC 8), 4=-101(LC 5) Max Grav 3=276(LC 1), 2=522(LC 1), 4=165(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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. ER P. /�,��""I�� 6) Refer to girder(s) for truss to truss connections. 7) Provide ,� P��,•... ,�� mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) G V� " 3F•�.. �� 3=231, 2=525, 4=101. ��� 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 lb down and 37 lb up at No 228.39 '•• 2-8-1, and 143 lb down and 47 lb up at 3-0-14, and 131 lb down and 143 lb up at 6-5-11 on top chord, and 133 lb down and 17 lb .. up at 2-8-1, and 124 lb down and 8 lb up at 3-0-14, and 95 lb down at 6-5-11 an bottom chord. The design/selection of such device(s) is the :. connection 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).'Ci ® 9 -F LOAD CASE(S) Standard 1) Dead + Live 1 0 ✓i,.�. P ��� Roof (balanced): Lumber Increase=1.25, Plate Increase=1.25 •.� , Q ��� R Uniform Loads (pli) 9=20 I ..... , . ,.•' �� Concentrated Loads (lb) �111'Ilflff� Vert: 14=-78(F) 15=12(F) 16=8(B) 17=-39(F) Walter R:Finn PENo.22839 Onk USA, Inc. FL Cert 6634 09Q4 Parke East Blvd. Tampa FL 33610 Date:` February 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. " Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/f Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Trust Truss Type Oty Ply Derrick Gale T22864127 J41221 ZHJG1 Jack -Open Girder 2 1 Job Reference (optional) �o=v�aor nu rt. rm—, rL - 04V40, t1.46U 9 NOV JU YUZU MI I eK m0uslrles, Inc. I ue heb 16 1U:Ul:U8 2UZ1 Pagel ID:JOkRd2MjgYw4WBShltS6Dzx2Ve-TVbcjOVm8yogKkYj7jZOcvGJXwZgX_Kk5OpJ3ozkbVH -2-3-11 4-2-3 2-3-11 ' 4-2-3 Scale = 1:13.6 4-2-3 4-2-3 Plate Offsets (X,Y)— f5:0-2-2,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.03 4-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.04 4-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 20 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-13, 4=Mechanical Max Horz 2=175(LC 8) Max Uplift 3=-68(LC 8), 2=-344(LC 8) Max Grav 3=107(LC 1), 2=419(LC 1). 4=69(4C 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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.��,, F/�y 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except pt=lb) N�. �� 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 90 lb up atSF•••. ��,,,P•��•(•�•E 2-5-1 on top chord, and 28 lb down at 2-5-1 on bottom chord. The design/selection of such connection device(s) is the .� •• N:o 22839 � 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 ��O,F 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) ,0 Q � Vert: 1-3=-74, 4-9=20 !��A� .. • , R 1 o Q-;`� Concentrated Vert: 13ads 3(BI)) i�;sSONALi�,, fu,n I (I1 Walter P.'Flnn PE.No.?.9 3W MiTek USA; Inc. FL Cart 6634 6904.-Parke East Blvd. Tampa FL 3361b Date:' February 16,2021 ®WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mfrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW is alv/ays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Sate Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Derrick Gale r T22864128 J41221 ZHJG2 Jack -Open 2 1 Job Reference (optional) tea„ va.5i rr. rieiun, rL - o4w"v, 6.43U s Nov 30 21J20 MiTek Industries, Inc. Tue Feb 16 10:07:09 2021 Page 1 I D:JOkRd2MjgYw4WIBSh1 tS6Dzx2Ve-xh9_wkWOvGwXyu7vZR4F96pW7Kx8GRatK2ZscEzkbVG 2-3-11 1 2-5-3 Scale = 1:10.5 Plate Offsets (X,Y)— [5:0-2-2 0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.01 4-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.01 4-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 15 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-5-3 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-13, 4=Mechanical Max Horz 2=136(LC 8) Max Uplift 3=-20(LC 5), 2=-363(LC 8), 4=-6(LC 1) Max Grav 3=33(LC 13), 2=373(LC 1), 4=54(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vesd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to for truss to truss connections, %t it111111 j �I�t girder(s) 7) Provide mechanical connection (by others) of truss to bearing capable 100 lb 3, 4 ,%%V p F plate of withstanding uplift at joint(s) except (jt=1b) �% P�...... E IV No 22839 )9:50,F eo 0 4fi4 N A� � E Walter`P. Finn PE.No.22839 MI7ek USA, Inc. FL Gert 6634 6904 Parke, East Blvd. Tampa FL33610 Date: February 16,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply GaleT22864129 TZMG4 �MONOPITCIH J41221 GIRDER 1 2ference rDerrick (optional) Cast coast truss, Ft. f lerce, FL - 34946, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Feb 1610:07:10 2021 Page 1 I D:JOkRd2MjgYw4VVI8Shl tS6Dzx2Ve-PujM74XOga2OZ2i568bUhKMh6k8m7ugOZhlQ8hzkbVF 4-4-12 4-4-12 3x8 � 2x4 II 4-4-12 Scale = 1:13.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.08 3-5 >608 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.13 3-5 >395 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 39 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=0-8-0, 3=Mechanical, 2=Mechanical Max Horz 1=111(LC 8) Max Uplift 1=-1270(LC 8), 3=-782(LC 8), 2=-176(LC 8) Max Grav 1=2931(LC 2), 3=1829(LC 2), 2=295(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 4-4-12 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"4") nails as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=1270, 3=782, 2=176. 11) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2347 lb down and 1031 lb up a1 0-11-8, and 2357 lb down and 1032 lb up at 2-5-8 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: 1-2=74, 1-3=20 Concentrated Loads (lb) Vert: 5=-2273(F) 6=2273(F) 0ER P No 22839 ♦.a• em Waiter R Finn PE.No22839 MiTek USA, Inc. FL Cert 6634 6904-Parke East Blvd. Tampa FL 33610 Date; February 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTFII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. J�Apply plates to both sides of truss and fully embed teeth. 0'11 e, - -I- For 4 x 2 orientation, locate plates 0- "id' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPH: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek� MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 AL General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIrTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSlrrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14_ Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSlrrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.