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HomeMy WebLinkAboutTRUSSwJ 258 Southhall Lane, Suite 200 Maitland, Florida 32751 ; DP: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES July 15, 2021 Building Department Ref: Adams Homes Lot: Lot,65 Blk. 1 Subdivision: Fort Pierce - Water'stone ; Address: 8601 Merano Ave. Model: 1820 B LHG KA # 21-8329 Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Builders First Source 7/6/21 2813174 160 C Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above.'. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 7/15/2021 7/15/2021 Carl A. Brown, P.E. Scott Lewkowski, P.E. FL. # 56126 FL. #78750 FDS Engineering Associates, A TSG Company "Your Building Code Experts" ,���° p AB LO T �►,a` A-. No g786 ,•:� �. -= w T e OF I ID Luis Pablo T rres, P.E. FL. # 87864 CONNECTORSSCHEDULE ROOF TRUSS QT ID MODEL ROOF :UPLIFT SYM 0 AA11 LUS24 / JUS24 895 / 835 ' 490./510 _ILA• 7 A HTU26/ THD26 3600 / 3470 1555 / 2330 lw 0 B HTU28 7 THD28 4680 / 5040 2140 / 2330 t''1LB 0 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 1IP 0 D HTU28-2 / THD28-2 4680. / 5005 ` 3485 / 2595 1 0 E HGUS26-2 / THDH26-2 5320 / 5245 -2155 / 2340 11E 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 1 0 G HGUS26-3 / THDH264 5230 / 5245 2155 / 2340 1 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 1 at 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 1 L� 3 X 8 NOP ❑� Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation)' Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities -and dimensions; selecting fabrication processes and techniques of concoction; coordinating his -work with that of all other performing his work in a safe and satisfactory manner . . FDS ENGINEERING -ASSOCIATES Date: 07/15/2021 By:;ES ` Submittal No.: Project No.: 21-8329 Project Eng.: Luis Project Name: Adams Homes - Fort Pierce - Waterstode - Lot 65 Elk_) VERIFY ALL DIMENSIONS AND COUNG CONDITIONS PRIOR TO APPROVAL SOME CEILING FRAIANG REQUIRED IN FIELD BY BUILDER MAIN YAND FORCE RESISTING SYSTENICC HYBRD WIND ASCE7-16 ENCLOSED EXPOSURE CATEGORY C DCCUPANCY CATEGORY N LOAD 160 MPH W@ID IMPORTANCE FACTOR 1.00 TRUSSES HAVE BEEN DESIGNED FOR A 10A PSF BOTTOM CHORD LNE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS ROOF LOADING FLOOR LOADING TCLL: 20 PSF TCLL: 40 PSF TCDL: 07 PSF TCDL- 10 PSF BCDL- 10 PSF BCDL• 6 PSF TOTAL 37 PSF TOTAL: 65 PSF DURATION: 1.26 DURATION: 1.00 IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By Date CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (le. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backchargas Will Not Be Axepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2X4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend �8'-0" bearing ®10'-0" bearing BUILDER: Adams Homes PROJECT: Single Family BLK MODEL 1 1820 B 3CAR ADDRESS: 1 8607 MERANO AVE LOT / BLOCK: 1 6611 SUBDIVISION: I WATERSTONE CITY: FORT PIERCE DRAWN BY: KSANCHEZ JOB # : 2813174 DATE: 07/05/2021 I SCALE: I NTS PLAN DATE: 1 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax(813) 305.1301 Lumber design values -are in accordance with ANSI/TPI.1..section 6:3 Th t d 1 1 b 1 t bl' h d b th ese russ eslgns re y on um IV[,va a Iues es s e y o ers. M a ie RE: 2813174 - 1820: B 3CAR BLK MITek USA, Inc. s Site Information: L 904 Parke East Blvd. Ta 3 =4 5 Customer Info:. Adams Homes Port St. Lucie Project Name: 1820 B 3CAR: Model: Lot/Block: 68/1 Subdivision: WATERSTONE-8607 Merano Ave Address:, 8607 Meranol. Ave, . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for.the building. Name:.. License :. Address: . City: r 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:.ASCE:7-16 Wind Speed: 160 mph Roof; Load: 37.0 psf _ _ Floor Load: • N/A psf This package includes 37 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet; I hereby certif that 1 am the Truss Design: Engineer and this 'index sheet . Y 9 g.. coliforms to 61 G15-31.003, section 5 of th6'Fl6rida Board of Professional Engineers Rules. No: Seal# :. Truss Name Date No. Seal#:. Truss Name. Date: - 1 T24587871. - A01 7/6/21: 23 T24587893 , C3V 7/6/21 . 2 :. .T24587872 A02 7/6121 24 :. T24587894 C5 7/6/21 3 :.: . 724587873 A03 ..: 7/6/21 25 .. T24587895 C513 . 7/6/21 4. ' .T24587874 A04 7/6/21 26.::. T24587896 C5V. 7/6/21 5 7244587875 A05 7/6/21... 27 T24587897. D02B 7/6/21.: 6 T24587876 A06 7/6/21.'.. 28 T24587898 E3 7/6/21. 7 T245878.77 , A07 7/6/21 :: 29 T24587899: E7 7/6/21.. 8 : :.T24587878 A08 7/6/21 30, : -T24581900 EM 7/6/21 9- T24587879 A09 7/6/21 31 .: T24587901 E7VP 7/6/21 10 ...T24587880 A10 . 7/6/21 32 :: • .T24587902 H3. 7/6/21 11 T24587881 A11B .7/6/21. 33 T24587903.H7 7./6/21 12 T24587882.. Al2B 7/6/21: 34 T24587904. H7V 7/6/21 13 T24587883 B02B7/6/21' 35 .. T24587905 K20 7/6/21 14: T24587884 B03B. : : 7/6/21 • 36 T24587906 K21. 7/6/21 . 15 -: T24587885 B04B 7/6/21 37 , : . •• T24587907 K23 7/6/21 16 724587886 B05B- 7/6/21:.: 17 T24587.887. C1 :7/6/21 .18 T24587888: C1 E1 .7/6/21: 19: .: T24587889 C1 P .. 7/6/21 20 724587890 C1 V 7/6/21 21: 724587891 C3 . 7/6/21 ... 22 T24587892 . C3B 7/6/21 . . The truss drawing(s) referenced.above have been prepared by ,,,OPQ�V�!ee MiTek USA, Inc. under my direct supervision based ion.die. parameters .,���� .:�• iV4*0 provided by Builders. FirstSource (Plant City, FL). '• 74q �• .. No 68182.::: Truss Design Engineer's; Name: Velez, Joaquin My license. renewal date for:the state of Florida is:February 28, 2023:. = i IMPORTANT NOTE: The seal on these truss component designs. is a certification S E O F ' . �/ that the, engineer named is licensed in the jurisdiction(s)_identified and'that the•,.�` P •: �� designs comply with ANSI/TPI 1 These designs are based upon parameters 7% O. R �.O•. \,% shown (e.g.;, loads, supports; dimensions, shapes and.design codes), which were: _ i��• . 7 ,� TRENCO s civen to eustomers f eOreferencerpurposeeonly,cific land was not takenanto accois for unt in the ,� �i11 / �, preparation of.these designs. MiTek or TRENCO has not independently into. the JDa"In V lez PE No.. 182 applicability of the design parameters or the designs for any particular building. Before use; MTek U,s ; Inc.. FUCe 6634 the building designer should verify. applicability of design parameters and properly' 6604 Park, EasCBlvd. mpaFL33610 incorporate these designs into the overall building design perANSl/TPI 1, Chapter 2. Date: • :. Ju l:y 6,2021 Velez Joa uin 1ofl Job Truss Truss Type Oty Ply 1 B20 B 3CAR BLK. r J T24587871 2813174 A01 SPECIAL 8 1 Job Reference (optional) mulleers mrsib'ource (rlant Glty, rL), Flant GIIy, rL - 33567; 8.430 s Jun 2 2UZ1 MI I eK InciustneS, Inc. I Ue Jul 6 1 U:3b:31 2U'Ll rage 1 ID:1930GW BBpX3j Rl87zeOm7kz5?ad-Js?PO35KggcOUfMi JgV_hpIFMZV9VppNRGV5mOz-1Mq r1-4-q 6.3-0 11-11-12 19-10-0 27-8-4 33-5-0 39-8.0 Al=0-Q 1-4.0 6-3-0 5-8-12 7-10-4 7-10.4 5-8-12 6-3-0 1-4-0 Scale=1:72.2 5x6 6.00 F12 5 ST.1.5x8. STP = ST1.5ic8' STP = 5x12 3.00 12 5x12 z 8-8-0 17-6-8 22-1-8 31-0-0 39-8-0 B-8-0 8-10-8 4-6-15 . 8-10-8 8-8-0 Plate Offsets (X,Y)-=' [2:0-4-8,0-2-81,[4:0=4=0,0-3-01,[6:0-4-0,0-3-01,[8:0-4-8,0-2-81,[10:0-4-0,0-5-61,[14:0-4-0;0-5-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) "I/defl Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.96 . Vert(LL) . 0.49.10-11 >960 240 MT20 244/190 TCDL 7:0 Lumber DOL 1.25 BC 0.75.. Vert(CT) -0.83 10-11 >561 180 BCLL 0.0 Rep Stress Incr. YES WB 0.71 Horz(CT) . 0.48 8 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD . 14,13-9: 2x4 SP No.2 BOT CHORD BOT CHORD 2x6 SP M 26'Except' WEBS 13-14,10-13: *Except' No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=433(LC 9) . . Max Uplift, 2= 81 O(LC 10), 8=-810(LC 10) - Max Grav'2=1782(LC 15), 8=1782(LC 16) FORCES. (lb) -.Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5794/2627, 3-4=-5560/2469, 4-5=-2715/1481, 5-6=-2676/1481, 6-7=-5238/2469, 7-8=-5483/2628 - .. BOT CHORD 2-14=-2202/5538, 12-14=-1441/3786, 11-12_ 649/2204, 10-11=-1441/3291, 8-10= 2202/4922 WEBS 5-11=-425/1139, 6-11 =-I 4,96/820, 6-10= 682/2000, 7-1 0=-1 88/281, 5-12=-425/1190, 4-12=-1522/820, 4-14=-682/2184, 3-14=-173/281 Weight: 230 lb FT = 20 Structural wood sheathing directly applied. Rigid ceiling directly applied or 6-1-9 oc bracing. 1 Row at midpt 6-11, 4-12 - NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft;:eave=5ft; Cat. 11;' Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-1-4-0-to 2-7=11), Interior(1) 2-7-10 to 15-10-6, Extedor(2R) 15-10-6 to 23-9-10, Interior(1) 23-9-10 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; 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) 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, with BCDL= 10.Opsf. 6) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TP.I 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 (jt=lb) 2=810, 8=810. Joaquin Velez PE. No.68182 MiTek USA, Inc. FL_Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 .A 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 Injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-B9 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 1820 B 3CAR BLK T245B7872 2813174 A02. SPECIAL 2 1 Job Reference (optional) uutiaers mrstbource (viant Ulty, t-L), mant Utty, t-L - 33567, 6.430 s Jun 2 2021 Mi I eK Inaustnes, Inc. I ue Jul 6 10:35:39 2U21 Page 1 ,� . . ID:193QGW BBpX3jR187zebm7kz5?ad-FF79p17aMRskkyVQR5XSnENGSNBxzjMgua_Cgvz—PMo rl-4-Q 6-3-0 _ _ _, 11-11-12 19-0-0 ,20-8-0 27-8-4 33.5-0 39-8-0 41-0-p 1-4-0 6.3-0 5-8-12 7-0-4 1-8-0 7-0-4 5-8-12 6-3-0 11 4 ST1.5x8 STP = 6x8 5x6 6.00 12 ... 5x6 = 5 6 3x4 = 0 ST1.5k8 STP= Scale:= 1:75.1 .3.00 12 x 6x8 8-8.0 15-7-7 19-10-0 24-0-9 .' 31-0-0 39-8.0 8-8-0 6-11-7 4-2-9 4-2-9 6-11-7 8-8-0 Plate Offsets (X,Y)-- [2:0-5-9,Edge], [4:0=4-0,0-3-0], [5:0-4-0,0-2-81, [6:0-4=0,0-2-81, [7:0-4-0,0-3-01, [9fO-5-9',Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC 0.90 Vert(LL). 0.53 . 12 >890 240 MT20 244/190. TCDL 7.0 LumberDOL-. .1.25 BC 0.86 Vert(CT) :0.8011-12 >584 180. BCLL 0.0 Rep Stress Incr. YES WB 0.70 HOR(CT), 0.54 9 n/a n/a BCDL, 10.0 Code: FBC202OfTP12014 Matrix-SH Weight:218 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied. 1-4,7-10: 2x4 SP No.1 4 SP 2 `E t` BOT CHORD 2 N BOT CHORD Rigid ceiling directly applied or 4-2-2 oc bracing. o. xcep 2-16,9-11: 2x4 SPNo.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2— 417(LC 8) Max Uplift'2=-81O(LC 10), 9— 81O(LC.10). Max Grav 2=1533(LC 1),.9=1533(LC 1) FORCES. (Ib) r.Max. Comp./Max. Ten. -. All.forces250 (lb) or less except when shown. TOP CHORD 2-3=-4678/2623; 3-4=-4460/2503, 4-5 262:1/1685, 5-6=-1866/1397, 6-7=72621/1685, 7-8=-4460/2503, 8-9=-4678/2623 r ' BOT CHORD 2-16=-2192/4471, 15-16=-1473/3093, 1 3-15=-740/1864,12713=-740/1862, 11-12=-1473/2962, 9-11=-2192/4181 .. . WEBS 4-16=-695/1675, 4-15=-11621756; 5-15=-535/1071, 5-13=-261/320, 6-13=-261/320, 6-12=-535/101.0, 7-12=-1086/756, 7-11=-695/1545 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust)' Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to.15-0-6, Exterior(2R) 15-0-6 to'24-7-10, Interior(1) 2477710 to 87-0-6, Exterior(2E) 37-0-6 to 41-6-0 zone;C-C for members and forces & MWFRS for .� reactions shown; Lumber DO.L=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. _$) This truss has been designed for a 10.0 pst 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, 9 considers parallel to grain value using ANSUTPI 1. angle to grain formula.. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at=lb) 2=810, 9=810. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Ceit:6634 6904 Parke East Blvd. Tampa FL 33610 Date: - July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-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 permanentbracing ' 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 ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnformat ion available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1820 B 3CAR BLIK T24587873 2813174 A03. .. SPECIAL 2 1 Job Reference (optional) t4Ulltlers virstbource (vient city, vy, viant city, FL - 33567, 8.43U S Jun 2 2U21 for I eK Industries, Inc. I ue JUI 6 1 U:35:4U 2U21 Page 1 r ID:193QG W BBpX3j R187zeOm7kz5?ad-j RhX147C61_bL64c?o2hJSwp5mUri7tp7EjmNLz—pMn r1-44 6.3-0 11-11=12 17-0-0 22-8-0 '27-8-5 33-5-0 39-8-0 Al-0-Q 1-4-0 6.3.0 5-8-12 5.0-5 5.8-0 5-0-.4 5-8-12 6-3-0 1-4--) 6.00 F12 5x6 = 5x8 = . .. 5 6 dI 0 Scale = 1:75.1 ST1.5x8 STP = ST1.5x8 STP 5x8 3.00 12 5x8 ZZ 8.8-0 17-0.0 22-8-0 31 0 0 39 8 0 _ 8-8-0 8-4-0 5-8.0 B-4-0 B-8-0 Plate Offsets (X,Y)--[2:0-5-3,0-1-61,[4:0=3=0,0-3-01,[5:0-3-0,0-2-0L[6:0-6-0',0-2-81,[7:0-3-0,0-3-01,[9:0=5-3,0=1-61,[t 1:0-4-0,0-4=81,[15:0-3-12,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL: 1.25 TC 0.80 Vert(LL) - 0.53 11-12 >B91 240 MT20 244/.190, TCDL 7.0 Lumber DOL . 1.25 BC 0.88 Vert(CT) -0.79 11-12 >590 180. BCLL 0:0 ' Rep Stress Incr. , YES WB, 0.94 Horz(CT) 0.49 9 n/a n/a . BCDL; 10.0 Code; FBC2020ITP12014 Matrix-SH Weight; 235 lb FT = 20% .LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0.oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-6 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-14 . REACTIONS. (size) 2=0-&O, 9=0-8-0 Max Horz 2=376(LC 9) Max Uplift 2= 81O(LC 10), 9=-81 O(LC 10) Max Grav 2=1533(LC 1), 9=1533(LC 1) FORCES. (lb) - Max. Comp;/Max. Ten. - All forces 250 (lb) or less except when shown. TOP, CHORD 2-3— 4846/2901; 3-4=-4578/2723, 4-5=-2453/1692, 5-6=-2150/1604, 6-7=-2451/1691, 7-8— 4578/2723, 8-9=-4846/2901 . BOT CHORD 2-15=-2453/4599, 14-15==1599/3074, 12-14=-998/2148, 11-12=-1599/2984, 9-11= 2453/4352 WEBS 3-15=-26.1/317,4715=-775/1762,4-14=-1183/761,5-14=-3941792,6-12=-394/816, 7-12=-1111[761, 7-11=-775/1647, 8-11=-275/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-16;Vult=160mph (3-second gust) Vasd=124mph; TCDL=4:2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft;.eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-.Q Exterior(2E) -1-4-0 to 2-7-.10;:Interior(1) 2-7-10 to 13-0-6, Ezterior(2R) 1.3-0-6 to 26-7-10, Interior(1) 26-7-10 to 37-0-6, Exterior(2E) 37=0-6 to 41-0-0 zone;C-C.foe members and forces & MWFRS for reactions shown; 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. This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 9 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=810, 9=810. Joaquin Velez PE No.68182. MiTek USA, Inc:. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-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 , ANSl7TP11 Quality Criteria, OSB-99 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 1820 B 3CAR BLK. i f T24587874 2813174 A04. ... SPECIAL 2 :1 Job Reference (optional) puilclers 1=lrstbource (Plant City,,FL), Plant Gty, 1-L - 33567, 8.430 s Jun 2 2021 MITek Industries, Inc. I ue Jul 6 10:35:42 2021 Page 1 r ID:193QGW BBpX3j R187zeOrn7kz5?ad-fgol Rm9TeM EJb.QE?6D490t79DaBSA7u6aYCsRDi_pMl rt-4-q' 5-11-1 9-6-9 15-0-0 19-10-0 24.8-0 30-1-7 33-8-15 39-8-0 f11-O-Q 1-4-0 5-11-1 3-7-9 4-10-0 4-10-0 5-5-7 .3-7-9 5-11-1 0. Scale- 1:75.1 6.00 F12 5x6 3x4 5x6 = 5:' 19 6 .20 7 ST1.50 STP = ST1.Sx8 STP = 5x12 �z 3.00 F12 5x12 8-8-0 15-0-0 24-8-0 31-0-0 39-8-0 8-8-0 6-4-0 9.8-0 6-4.0 8.8-0 Plate Offsets (X;Y)-- [2:0-0-3,1-11-7], [2:0-3-7,Edge], [4:0-3-0,073.0], [5:0-3-0,0-2-0], [7:0-3-0,0-2-0], [8:0-3-0,0-3-0], [10;0-0-3,1-11-7], [10:0-3-7,Edge], [12:0-3-8,0-5-0], [16:0-3=8,0-5 0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in . (loc) I/defl Ud PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC . 0.83 Vert(LL). .. 0.48.13-15 >975 240 . MT20 244/190 TCDL 7:0 . Lumber DOL - :....:. 1.25 BC, 0.81 Vert(CT) r0..8.4 13-15 >560 180 BCLL ; 0.0 ' Rep Stress Incr YES WB 0.53 Horz(CT) 0.48 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight:'237 lb FT = 20% LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 ocpudins. BOT CHORD 2x6 SP M 26 `Except' BOT CHORD Rigid ceiling directly applied or 5-0-14 oc bracing. 14-16,12-14:2x6-SP'No.2 WEBS 1 Row at midpt 4-15, 8-13 - WEBS 2x4 SP No.B WEDGE Left: 2x4 SP NO3, R; lght:2x4 SP No.3 REACTIONS. (size)- 2=07870; 10=0-8-0 Max Hori2=335(LC 9) Max Uplift,2= 810(LC 10), 10=-810(LC 10) Max Grav 2=1791 (LC'15), 10=1791(LC 16) FORCES.. (lb) - Max. Comp./Max. Ten. - All for6es250 (lb) or less except when shown. TOP; CHORD 2-3=-5703/2964, 3-4=-5526/2858, 4-5=-3211/1882, 5-6= 2872/1788, 6-7=72776/1788, 7-8= 3105/1882, 8-9=-5278/2858, 9-10=-5465/2964 BOT CHORD 2-16=-2507/5375, 15-16=-2095/4637, 13-15=-1368/2990, 12-13=-2095/4197, 10-.12=-2507/4901 WEBS 4-16=-587/1599, 4-15=-1857/965, 5-15=-495/1140, 7-13=495/1148, 8-13— 1751/965, 8-12=-587/1485, 6-15=-332/201, 6-13=-332/201 NOTES- 1) Unbalanced roof live loads have been considered for this design. " 2) Wind: ASIDE:7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E). 1-4,0.to 2-7-10, Interior(1) 2-7-10 to 11-0-6, Extedor(2R) 1,1-0-6 to 18-11-10, Interior(1) 18-11-10 to 20-6-6, Exterior(2R) 20-8-6 to 28-7-10, Interior(1.) 28-7-10 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0 zone;C-C for members. and forces & MWFRS for reactions shown; 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) 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 atjoint(s) 2, 10 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Joaquin Velez PE No.68182 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Mi rek USA, Inc. FL Cert6634 . 2=810, 10=816. 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 .® WARNING - Verity 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 NOW 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 Ouality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldort, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1820 B 3CAR BLK t J T24587875 2813174 A05. SPECIAL. 1 .1 Job Reference (optional) t3uuaers rlrstbource (rlant L:Ity, t-L), rlant Ldty, rL - 33bbl, b.4JU S JUn z zuzl mi I eK InausineS, Inc. I ue JUI b 1 U:Jb:44 ZUZI rage 1 I D:193QG W BBpX3j R187zeOm7kz5?ad-cCw2sSAjAzU1 gkONEe7dT15UjOgJe_iP2shzW 6i--pMj r1-4-q 6-8-0 13-0-0 19-10-0 26-8-0 33-0-0 39-8-0 Ai-O-q 1 4-0 6-8-0 6-4-0 6.10-0 6.10-0 . 6.4-0 6-8.0 1-4-0 Scale=1:75.1 6.00 12 5x6 = 4 17 3x4 = 5x6 — 18 5 19 206 m 0 4. 0 0 m N I4 6 ST1.5x8 STP = ST1.5x8 STP = 6x8 3.00 12 6x8 8-8-0 15-7-5 24-0-11 31-0-0 39-8-0 8-8-0 6-11-5 8-5.6 6-11-5 B-8-0 Plate Offsets (X,Y)-- [2:0-5-9,Edge], [3:0-3-0,0-3-0], [4:0-3-4,0-2-01, [6:0-3-4,0'-2-0]; [7:0-3-0,0-3-0], [8:0=5=9,E8ge] LOADING (pso SPACING- 2-0-0 CSI. bEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0:89 Vert(LL): 0.55 11-13 >845 240 MT0 244/190 TCDL 7.0 Lumber DOL .. 1.25 BC . A.91 Vert(CT) -0.89 11-13 >526 180 BCLL 0:0 ' Rep Stress Incr YES WB.. 0.76 Horz(CT) 0.57 8 n/a n/a BCDL 10.0 Code FB02020ITP[2014 Matrix-SH Weight: 190 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except` TOP CHORD , Structural wood sheathing directly applied. 4-6: 2x4 SP No.2, 1-3,74 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-10-15 oc bracing. BOT CHORD 2x4 SP No..2 'Except' 2-14,8-10::2x4 SPNo.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) -2=0-8-0, 8=0-8-0 Max Horz2= 294(LC 8) Max Uplift.2=-810(LC 10), 8— 810(LC 10)• Max Grav 2=1533(LC 1), 8=1533(LC 1) FORCES. (lb) Max. Comp./Max. Ten. -. All forces250 (lb) or less except when shown. TOP CHORD 2-3=-4722/2949, 3-4=-4466/2806, 4-5=-2924/2005, 5-6=-2924/2005, 6-7=-4466/2806, 7-8=-4722/2949 BOT CHORD 2-14=-2492/4340, 13-14=-1444/2714, 11-13=-1702/3110, 10-11=-1444/2714, 8-10=-2492/4222 WEBS 3-14=-282/338, 4-14=-985/1859, 4-13=-142/522, 5-13=-394/275, 5-11=-394/275, 6-11=-142/522, 6-10=-985/1749, 7-10=:292/338 NOTES- 1) Unbalanced roof•live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-1-4-0.to 2-7-10, Interior(1) 2-7-10 to.9-0-6, Exterior(2R) 9-0-6 to 16-11-10, Intedor(1) 16-11-10 to 22-8-6, Exterior(2R) 22-8-6 to 30-7-10, Intedor(1) 30-7-10 to 37-0-6, Extedor(2E).37-0-6 fo 41-0-0 zone;C-C for members.and forces & MWFRS for reactions shown; 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) 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, 8 considers parallel to grain value using ANSIIfPI,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=810, 8=810.' Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 .A 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, andis 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 forstability 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-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intormation. available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type I Qty Ply 1820 B 3CAR BLK, T24587876 2813174 AO& SPECIAL 1 1 Job Reference (optional) bluuaers mrsysource frtant taty, raj, viant uty, rL - 33b6L, 6.a3u s uun z zuzl mi i eK inousines, mc. i Ye um c I u:a5:ao ZUZI rage l ID:193QGW BBpX3jR187zeOm7kz57ad-4PUQ4o8LxHcuStzanMesOVddnnBQNUSYHVRX2Yz_pMi r1-4-q b-11-1 11-0-0 17.0-0 22-8-0 28-8.0 33-8-15 ' 39-8-0 41-0-q 1-4-0. 5-11-1 5-0-15 6-0.0 5.8-0-0-15 5-11-1 1-4 00 Scale-1:73.6 Sx6 2x4 11 4 18 19 5 5x6 = 5x6 = 6 20 21 7 ST1.5x8 STP= ST1.5x8 STP= 6x8 3.00 12 .. ... . 6x8 16.10-11 31-0-0 39.8-( 8-2-11 B-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.68 12-14 >689 240 TCDL 7:0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.97 12-14 >481 180. BCLL 0.0 '.. Rep Stress Incr YES WB, 0.54 Horz(CT) 0.57 9 n/a n/a BCDL; 10.0 Code FBC2020ITP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 `Except' BOT CHORD 13-15,1143: 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 . REACTIONS. (size) 2=0-8-0, 9=0-9-0 Max: Horz :2=-253(LC 8) Max Uplift'2=-810(LC 10), 9=-810(LC 10) Max Gray.2=1533(LC 1), 9=1533(LC.1). . FORCES. (lb) -Max. Comp./Max. Ten.: All forces.250 (lb) or less except when shown. TOP CHORD .: 2-3=-4676/2926, 3-4- 4455/2724; 4-5=-3991/2570,.5-6=-3991/2571, 6-7=-3994/2572;. .. 7-8=-4455/2724, 8-9=-4675/2926 BOTCHORD 2-15=-2472/4227, 14-15— 1709/3153, 12-14=-2149/4007, 11-12=-1710/3155, 9-11=-2472/4178 WEBS 3-15=-214/309, 4-15=-702/1462, 4-14=-493/1086, 5-14=-319/298, 6-12=-376/300, 7-12= 493/1086, 7-11=-699/1408- 8-11=-227/308 PLATES GRIP MT20 244/190 Weight: 209 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 3-11-8 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust)_Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. . II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-7-10, Intedor(1) 2-7-10 to 7-0-6, Exterior(2R) 7-0-6 to 14.11-10, Interior(1) 14-11-10 to 24-8-6, Exterior(2R) 24-8-6 to 32-7.10, Interior(1) 32-7-10 to 37-0-6,.Exterior(2E) 37-0-6 to 41-0-0 zone;C-C for members.and forces & MWFRS for reactions shown; Lumber DOL=.1.60 plate grip DOL=1.60 . 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 pohding. 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, 9 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 Qt=lb) 2=810, 9=610. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 .A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-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 .. ANSYTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information, available from Truss Plate Institute, 2670 Crain Highway, Suite 20a Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1820 B 3CAR BLK T24587877 2813174 A07 SPECIAL 1 1 Job Reference (optional) tluiiaers t-irsibource (darn tiny, u-y, viant arty, I-L - 33bbl, .. 1:3.4JU S Jun 2 zuzi mi I eK InUUStneS, Inc. I Ue JUI b I U:Jb:4b ZUZI rage I I D:193QG W BBpX3j R187zeOm7kz5?ad-Yb2pH8Czibkl31 YmL395ZjAg1 BdH6xDiV9A4a?z—pMh 0-4-11 4.6.5 9.0.0 15.10-11 23-9-8 30-8.0 35.1.11 39.8-0 Al-0-Q 1-4-0, 4-6-5 4-5-11 6-10-8 7-10-15 6-10-8 4-5-11. 4-6-5 1-4-0 6.00 F12 3x4 3 20 19 co 2 0 1 18 ST1.5x8 STP = 2x4 11 4x6 ' 3.00F12 5x6 = 3x4 = 4 21 2223 .5 17 16 5x6 — 3x4 = Scale-1:73.6 . 5x8 = 5x6 = 6 2425 26 7 3x4 m 0 827 N. . 28 IIo 15 14 13 12 9 10 PT 3x6 = 3x4 = 5x6 = 11 0 3x4 - 2x4 II ST1.5x8 STP= 4x6 z . . .12-8-0 12-8-14 . '19-10.0 ' 26-0.0. ' 4-O-V Y-1-11 4-U-U V-U-1Y - /-:1-< (X Plate Offsets Y)-- [2:0-3-14Edge] [4':0-3-0 0-2-0] [6:0-4-0 0-3-0] [7:0-3-0,0-2-01, [9:0-3-14,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). . Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL). . 0.21 15-16 >745 240 MT20 244/190 TCDL 7:0 Lumber DOL . 1.25 BC , 0.50 Vert(CT) 0.17 15-16 >943 180 BCLL 0:0 Rep Stress Incr, : NO W B 0.57 Horz(CT) 0.03 9 n/a n/a : BCDL 10.0 Code; FBC2020[TP12014 Matrix-SH Weight: 191 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing: 15-16,13-15. WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except at=length) 16=0-4-0, 13=0-4e0.. (lb) - Max Horz 2= 212(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 2=-312(LC 10), 9=-326(LC 10), 16=-675(LC 10), 13=-703(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 2=461(LC 15), 9=538(LC 16), 16=1106(LC 19),.13=1162(LC 20) FORCES.. (lb) -.Max: Comp./Max. Ten. -. All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-917/450; 3-4=-338/147, 4-5=-287/644, 5-6=774/688, 6-7=-307/675, 7-8=-470/228, 8-9=-1055/524 BOT CHO_ RD 2-18=-251/931, 17-18=-257/935, 16-17=-28/292, 15-16=-301/136, 13-15=-391/248, 12-13=0/331, 11-12=-323/894, 9-11=-317/890 WEBS 3-17= 553/413, 4-17=-39/401, 4-16=-951/598, 5-16=-787/686, 5=15=-513/208, 6-15=7487/295, 7r12=-58/372, '8-12- 542/404, 6-13=-766/671; 7-13=-961/665 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust)Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0.to 2-7-10, Interior(1) 2-7-10 to 5-0-6, Exterior(2R) 5-0-6 to 12-11-10, Interior(1) 12-11-10 to 26-8-6, Extedor(2R) 26-8-6 to 34-7-10, Interior(l) ,34-7-10 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at.joint(s) 2, 9 considers parallel to grain value using ANSI/TPi I 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 312 lb uplift at joint 2, 326 lb uplift at joint 9, 675 Ib uplift at joint 16 and 703 lb uplift at joint 13.. 9) Load case(s) 4, 5, 6, 7, 8, 9,.10, 11, 12, 13, 15, 16, 17, 18 has/have been modified: Building designer must review loads to verify that they are correct for the intended use of this truss. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 ontinued on Daae 2 .® WARNING - Verity 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 applicabllily 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 ANS11TPl1 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 1820 B 3CAR BLK T24587877 2813174 A07 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:35:46 2021 Page 2 ID:193QGWBBpX3jRl87ze0m7k 57ad-Yb2pH8Czibkl31YmL395ZjAgiBdH6xDiV9A4a7z-pMh LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 7-10- 54, 2-17=-20, 12-17=20, 9-12=-20 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads.(plf) Vert: 1-2=105, 2-19=59, 19-20=47, 4-20=70, 4-22=70, 22-25=47, 725=70, 7-27=70, 27-28=47, 9-28=59, 9-10=105, 2-17=-10, 16-17=-10, 13-16=20(F=30),' 12-13=-10, 9-12=-10 Horz: 1-2=-113, 2-19=-67, 19-20= 56, 4-20=-78, 7-27=78, 27-28=56, 9-28=67,'9-10=113 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=3, 2-4=-41, 4-7=-41, 7-9=-41, 9-10=31 2-17=-20, 16-17= 20, 13-16=10(F=30), 12-13=-20, 9-12=-20 Horz: 1-2=-17, 2-4=27, 7-9=-27, 9-10=17 6) Dead + 0.6 MWFRS Wind (Pos: Intemal) Left: Lumber Increase=1.60, Plate Increase=1:60 Uniform Loads (plf) Vert: 1-2=42, 2-4-13, 4-23=45, 23-26=26, 7-26=16, 7-9=31,,9-10=21, 2-17=-10, 16-17=-10, 13-16=20(F=3b), 12-13=-10, 9-12=-10 Horz: 1-2=-50, 2-4=-22, 7-9=39, 9-10=29 7) Dead + 0.6.MWFRS Wind (Pos. Intemal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=21, 2-4=31, 4-21=16, 21-24=26, 7-24=45, 7-9=13, 9-10=42, 2-17=-10, 16-17=-10, 13-16=20(F=30), 12-13- 10, 9-12=-10 Horz: 1-2=-29, 2-4=-39,.7-9=22, 9-10=50 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-4=-36, 4-7=-16, 7-9=51 9-10=15,.2-17=-20, 16-17=-20, 13-16=10(F=30), 12-13=-20, 9-12=-20 Horz: 1-2=12, 2-4=22, 7-9=19, 9-10=29 9) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert:1-2=15, 2-4=5, 4-7=-16, 7-9=:36,:9-10=-26, 2-17= 20, 16-17=-20, 13-16=1O(F=30), 12-13=-20, 9-12= 20 Horz: 1-2=-29, 2-4=-19, 7-9=-22, 9-10=-12 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=74, 2-4=45, 44=45, 7-9=45, 9-10=74, 2-17= 10, 16-17=-10, 13-16=20(F=30), 12-13=-10, 9-12=-10 Horz: 1-2= 82, 2-4=-54, 7-9=54, 9-10=82 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniformloads (plf) Vert: 1-2=45, 2-4=16, 4-7=16, 7-9=16, 9-10=45, 2-17=-10, 16-17=-10, 13716=20(F=30), 12-13=-10, 9-12=-10 Horz: 1-2=-53; 2-4=-25, 7-9=25, 9-10=53 12).Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-2=-5, 2-4=-16, 4-7=-16, 7-9=-16, 9-10= 5, 2-17=-20, 16-17=-20, 13-16=10(F=30), 12-13=-20, 9-12= 20 Horz: 1-2=-9, 2-4=2, 7-9=-2, 9-10=9 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-4=-16; 4-7=-16, 779- 16, 9-10=-5; 2-17=-20, 16717=-20, 13-16=10(F=30), 12-13=-20, 9-12=-20 Horz: 1.2=-9, 2-4=2, 7-9=-2, 9-10=9 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left):: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53,,2-4m-61, 4-7=-45, 7-9=-30, 9-:10=-22, 2-17- 20, 16-17=-20, 13-16=61(F=81), 12-13=-20, 9-12=-20 Horz: 1-2=9, 2-4=17, •7-9=14, 9-10=22 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS; Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-22, 2-4=-30, 4-7=-45; 7-9=-61, 9-10=-53, 2-17=-20, 16-17=-20, 13-16=61(F=81),.12-.13=-20, 9-12=-20 Horz: 1-2=-22, 2-4=-14, 7-9=-17, 9-10=-9 17) Dead +0.75 Roof Live (bal.) +0:75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-45, 4-7=-45, 7-9=-45, 9-10=-37, 2-17=-20, 16-17=-20, 13-16=61(17=81), 12-13=-20, 9-12=-20 Horz: 1-2= 7, 2-4=1, 7-9=-11 9-10=7 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg..lnt) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2- 37, 2-4=-45, 4-7=-45, 7-9=-45, 9-10=-37,.2-17=-20, 16-17=-20, 13-i6-61'(F=81), 12-13=-20, 9-12= 20 Horz: 1-2=-7, 2-4=11 7-9- 1, 9-10=7 .A 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 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 City Ply 1820 B 3CAR BLIK T24587878 2813174 A08 SPECIAL 1 1 Job Reference (optional) dulaers mrstsource (ream L ny, r L), rtant uny, I-u - ss5b1, ts.4au s can z zuzi nm r eK inausines, inc. i ue cu O 1 u:07:4o zue I rage 1 ID:193QGW BBpX3jR187zeOm7kz5?ad-U_9ZipDEEC_TJLh9TUBZe8F9G?Drakq_zTfBftz_pMf r1-4-q 7-0-0 12-3-1 16-0.8 19-10.0 22-5-14 , 26.3.5 32-8.0 39-8-0 f11=0-q 11r 4 7-0-0 5-3-1 3-9-8 3-9-8 2-7-14 3.9-8 6-4-11 7-0-0 1-4.0. 5x6 = 3x8 = 3x4 2x4 11 5x6 Sx6 = 5x12 = 6.00 12 = = 3 18 19 4 2021 22 5 23 246 25 7 26 827 28 29 9 m 2 0 1 ST1.5x8 STP = 3x6 3.00 12 7-1-8 12-3-1 [4:0-3-8,0-1-8],[7:0-3-0,0-3-0], 3x8 = 26i3-5 32-6-8 39-8-0 R_�]_�] 7-1-A 10 11 ST1.5x8 STP= 5x6 ZZ Scale=1:73.6 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL, 1.25 TO : 0.86 Vert(LL) . 0.24 14-16 >709 240 MT20 244/190. TCDL -7:0. Lumber DOL 1.25 BC, 0.87 Vert(CT) -0.27 14-16 >635 180 BOLL 0.0 ' Rep Stress Incr NO WB 0.94 Horz(CT) 0.07 10 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix-SH Weight: '179lb FT=20% " LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc pudins. 7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-2-7 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 8-12 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except (jt=length) 16=0-4-0, 13=0-4-0. (lb) - Max Horz 2=-171(LC 6) Max Uplift All uplift 100 lb or less at joint(s).except 2= 362(LC 8), 10=-445(LC 8), 16=-1709(LC 8), 13=-1849(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=602(LC 1), 10=700(LC 1), 16=2275(LC 1); 13=2378(LC 1) FORCES. (lb) -Max. Corp./Max. Ten. -All forces 250 ;(lb) or less except when shown. TOP CHORD 2-3=-1151/341, 3.4=-933/356, 4-5=-632/1043; 5=6=-775/1231, 6-7=-775/1231, 7-8= 706/1076, 8-9=-1294/649, 9-10=-1549/671 BOT CHORD 2-17=-205/984, 16-17=-1043/843, 14-16=-548/221, 13-14=-465/179, 12-13=-1077/936, 10-12=-455/1346. WEBS 3-17=-147/318, 47'16=-1312/942, 5-1.6771420/1451, 5-14=-610/696, 6-14=-420/437, 7-14=-761/737,;7-13=-1411/1476, 8-13=-1431/1132, 9-12=-46/367, 4-17= 1025/2111, 8-12=-1408/2480 NOTES- 1) Unbalanced roof live loads have been considered for this design. !R) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Bearing at joints) 2, 10 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 362 lb uplift at joint 2, 445 lb uplift at joint 10, 1709 lb uplift at joint 16.and 11349 lb uplift at joint 13. 9) Load case(s) 4, 5, 6, 7, 8, 9, 10, 11, 13, 14, 15, 16 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. :ontinued on Daae 2 Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Ceit 6634 6904'Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A 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 applicablliry 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 guidarice regarding the .. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . . ANSUTPII Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 - Job Truss Truss Type Qty Ply 1820 B 3CAR BLK r T24587878 2813174 A08 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:35:48 2021 Page 2 ID:193QGW BBpX3lR187zeOm7kz5?ad-U_9ZipDEEC_TJLh9TUBZeBF9G?Drakq_zTfBftz-pMf NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 175 lb down and 159 lb up at 7-070,.111 lb down and 197 lb up at 9-0-12, 111 lb down and 197 Ito up at 11-0-12, 111 lb down and 197 lb up at 13-0-12, 111 lb down and 197 lb up at 15-0-12, 111 lb down and 197 lb up at 17-0-12, 111 lb down and 197 lb up at 19-0-12, 111 lb down and 197 Ito up at 20-7-4, 111 lb down and 197 lb up at 22-7-4, 111 lb down and 167 lb up at 24-7-4, 111 lb down and 197 Cup at 26-7-4, 111 lb down and 197 lb up at 28-7-4, and 111 lb down and 197 lb up at 30-7-4, and 175 lb down and 356 lb up at 32-8-0 on top chord, and 353 Ito down and 128 lb up at 7-1-12, 92 lb down at 9 0-12, 92 lb down at 11-0-12, 92 lb down at 13-0-12, 92 lb down at 15-0-12, 92 lb down at- 17-0-12, 92 lb down at 19-0-12, 92 lb down at 20-7-4, 92 lb down at 22-7-4, 92 Ito down at 24-7-4, 92 lb down at 26-7-4, 92 lb down at 28-7-4, and 92 lb down at 30-7-4, and 353 lb down and 128 lb up at 32-6-4 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,(plo Vert: 1-3=-54, 3-9=-54, 9-11=-54, 2-17- 20, 12-17=-20, 10-12=-20 Concentrated Loads (lb) Vert: 3=-175(B) 7=-111(B) 9=-175(B) 17=-330(B) 15- 46(B) 12=-330(B) 18=-111(B) 19=-111(B) 20=-111(B) 22=-111(B) 23=-111(B) 24=-111(B) 25=-111(B) 26=-111(B) 27- 111(B) 28=-111(B) 29=-111(B) 30=-46(B) 31=-46(B) 32=-46(B) 33=-46(B) 34=-46(B) 35=-46(B) 36=-46(B) 37=46(B) 38=-46(B) 39=-46(B). 40=-46(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=42, 2-3=13,3-21=45, 21-28=26, 9-28=16, 9=10=31, 10-11=21, 2-17=-10, 16-17=-10, 13-16=49(F=59), 12-13=-10, 10-12=-10 Horz: 1-2=50, 2-3= 22, 9-10=39, 10-11=29 Drag: 3-4=-0, 8-28=0, 9-28=0 Concentrated Loads (lb) Veit: 3=130(B) 7=156(B) 9=257(B) 17=108(B) 15. -23(B) 12=108(B) 18=136(B)19=136(B) 20=136(B) 22=156(B) 23=156(B) 24=156(B) 25=156(B) 26=156(B) ' 27=156(B) 28=156(B) 29=165(B) 30= 23(B) 31=-23(B) 32=-23(B) 33= 23(B) 34=-23(B) 35=-23(B) 36=-23(B) 37=-23(B) 38=-23(B) 39=-23(B) 40=-23(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1:60 Uniform Loads (plf) Vert: 1-2=21, 2-3=31, 3-19=16, 8-19=26, 8-9=45, 9-10=13, 1.0-11=42, 2-17=-10, 16-17=-10, 13-16=49(F=59), 12-13=-10; 10-12=-10 Horz: 1-2=-29, 2-3- 39, 9-10=22; 10-11=50 Drag 3-19=-0,4-19=-0,8-9=0 ' Concentrated Loads (lb) Vert: 3=159(B)7=156(B)9=246(B)17=108(B)15=-23(B)12=108(B)18=165(B)19=156(B)20=156(B)22=156(B)23=156(B)24=156(B)25=156(B)26=156(B) 27=136(B) 28=136(B) 29=136(B) 30=-23(B) 31=-23(B) 32=-23(B) 33=-23(B) 34=-23(B) 35=-23(B) 36=-23(B) 37= 23(B) 38=-23(B) 39=-23(B) 40=-23(B) 6) Dead + 0.6.MWFRS Wind (Neg. Intemal)-Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26; 2-3=-36, 3-9=-16, 9-10=5, 10-11=15, 2-17=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 10-12= 20 Horz: 1-2=12, 2-3=22, 9-10=19, 10-11=29 Concentrated Loads (lb) Vert: 3=54(B) 7=197(B) 9=315(B) 17=128(B) 15=-13(B) 12=128(B) 18=197(B) 19=197(B) 20=197(B) 22=197(B) 23=197(B) 24=197(B) 25=197(B) 26=197(B) 21=197(B) 28=197(B) 29=197(B) 30=-13(B) 31=-13(B) 32= 13(B) 33=-13(B) 34=-13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38= 13(B) 39=-13(B) 40=-13(B) 7) Dead +0.6 MWFRS Wind (Neg. Intemal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-3=5, 3-9=-16, 9-10= 36, 10-11= 26, 2-17=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 10-12=-20 Horz: 1-2=-29, 2-3=-19,9-10=-22,.10-11=-12 Concentrated Loads (lb) Vert: 3=54(B) 7=197(B) 9=356(B)17=128(B)15- 13(B)12=128(B)18=197(B) 19=197(B) 20=197(B) 22=197(B)23=197(B) 24=197(B)25=197(B) 26=197(B) 27=197(B) 28=197(B) 29=197(B) 30=-13(B) 31=-13(B) 32=-13(B) 33=-13(B) 34=-13(B) 35=-13(B) 36=-13(B) 37=-13(B) 3B=-13(B) 39=-13(B) 40- 13(B) 8), Dead +0.6 MWFRS Wind (Pos: Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=74, 2-3=45, 3-9=45, 9-10=45, 10-11=74, 2-17=-10; 16117=-10, 13-16=49(F=59), 12-13=-10, 10-12=-10 Horz: "1-2=-82, 2-3=-54, 9-10=54, 10-11=82 Drag:.&4= 0, 8-9=0 Concentrated Loads (lb) Vert: 3=130(B) 7=136(B) 9=214(B) 17=108(B) 15=-23(B) 12=108(B) 18=136(B) 19=136(B) 20=136(B) 22=136(B) 23=136(B) 24=136(B) 25=136(B)26=136(B) 27=136(B)28=136(B)29=136(B)30= 23(B) 31=-23(B),32=-23(B)33=-23(B)34=-23(B) 35=-23(B)36=-23(B) 37= 23(B) 38= 23(B) 39=-23(B) 40=-23(B) 9) Dead +0.6'MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-3=16, 3-9=16, 9-10=16, 10-11=45, 2-17=-10, 16-17=-10„13-16=49(F=59), 12-13=-10, 10-12=-10 Horz: 1-2=-53, 2-3=-25, 9-10=25, 10-11=53 Drag: 3-4- 0, 8-9=0 Concentrated Loads (lb) Vert: 3=116(B) 7=165(B) 9=271(B).17=108(13) 15=-23(B) 12=108(B) 18=165(B) 19=165(6) 20=165(B) 22=165(B) 23=165(B) 24=165(B) 25=165(B) 26=165(B) 27=165(B) 28=1.65(B) 29=165(B) 30=-23(B) 31=-23(B) 32=-23(8) 33=-23(B).34=-23(B) 35=-23(B) 36=-23(B) 37=-23(B) 38=-23(B) 39=-23(B) 40=-23(B) 10) Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate. Increase=1.60 Uniform Loads (plf) Vert: 1-2= 5, 2-3=-16, 3-9=-16, 9-10=-16, 10-11=5, 2-17=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 10-12=-20 :Horz:,1-2=-9, 2-3=2, 9-10=-21 10-11=9 Concentrated Loads (lb) Vert: 3=72(B) 7=197(B) 9=335(B) 17=128(B) 15=-13(B) 12=128(B) 18=197(B) 19=197(B) 20=197(B) 22=197(B) 23=197(B) 24=197(B) 25=197(B)26=197(B) 27=197(B)28=197(B) 29=197(B)30=-13(B)31=-13(B)32=-13(B) 33=-13(B)34=-13(B), 35=-13(B) 36=-13(B) 37=-13(6) 38==13(B) 39=-13(B) 40=-13(B); 11) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on oaae 3 ..A WARNING -Verity 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 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 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 1820 B 3CAR BILK r I T24587878 2813174 A08. SPECIAL 1 1 Job Reference (optional) Builders FirsiSource (Plant Cny,.rL), Plant City, FL - 365bt-, 8.430 s dun z 202i Mi t eK industries, Inc. t ue ,tut 6 10:35:48 tun Page a ID:193QG W BBpX3j R187zeOm7kz5?ad-U_9ZipD EEC_TJLh9TUBZe8 F9G?Drakq-zTfBftz�Mf LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-5, 2-3=-16, 3-9=-i6, 9-10= i6, 10-11=-5, 2-17=-20, 16-17=-20, 13716=39(F=59), 12-13=-20, 10-12=-20 Horz: 1-2=-9, 2-3=2, 9-10=-21 10-11=9 Concentrated Loads (lb) Vert: 3=72(B)7=197(B)9=335(B)17=128(B)15=-13(B)12=128(B)18=197(B)19=197(B)20=197(B)22=197(B)23=197(B)24=197(B)25=197(B)26=197(B) 27=197(B) 28=197(B) 29=197(B) 30=-13(B)31=-13(B)32=-13(B)'33=-13(B) 34=-13(B)35=-13(B)36=713(B)37=-13(B)-38=-13(B)39=-13(B)40=-13(B) 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg.lnt) Left): Lumber Increase=1.60, Plate Increase=1.60 . Uniform Loads (plf) Vert: 1-2=-53, 2-3=-61, 3-9=-45, 9-10=-30, 10.11=-22, 2-17=-20, 16-17=-20, 13-16=24(F=44), 12-13=-20, 10-12=-20 Horz: 1-2=9, 2-3=17, 9-10=14, 10-11=22 Concentrated Loads (lb) Vert: 3=-19(B)7=145(B)9=232(B)17=76(B)15=-13(B)12=76(B)18=145(B)19=145(B)20=145(B)22=145(B)23=145(B)24=145(B)25=145(B)26=145(B) - 27=145(B) 28=145(B) 29=145(B) 3013(B)31==13(B)32=-13(B) 33=-13(B)34=713(B)35- 13(B)36- 13(B) 37- 13(B) 38- 13(B)39==13(B) 40=-13(B) 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2= 22, 2-3=-30, 3-9=-45, 9-10=-61, 10-11=-53, 2-17=-20, 16-17=-20, 13-16=24(F=44), 12-13=-20, 10-12= 20 Horz: 1-2= 22, 2-3- 14, 9-10=-17, 10-11=-9 Concentrated Loads (lb) Vert: 3=-19(B) 7=145(B) 9=262(B) 17=76(B) 15=-13(B) 12=76(B) 18=145(B) 19=145(B) 20=145(B) 22=145(B) 23=145(B) 24=145(B) 25=145(B) 26=145(B) 27=145(B) 28=145(B) 29=145(B) 30= 13(B).31=-13(B) 32=-13(B) 33=-13(6) 34==13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38=-13(B) 39=-13(B) 40=-13(B) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) lit Parallel):. Lumber Increase=.1:.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37,.2-3=45, 3-9= 45, 9-10=45, 10-11=-37, 2-17=-20, 16-17=-20, 13-16=24(F=44), 12-13= 20, 10-12=-20 Horz: 1-2=-7, 2-3=1, 9' 10=-1, 10-11=7 Concentrated Loads (lb) Vert: 3=-5(B)7=145(B)9=247(B)17=76(B)15==13(B)12=76(B)18=145(B)19=145(B)20=145(B)22=145(B)23=145(B)24=145(B)25=145(B)26=145(B). 27=145(B) 28=145(B) 29=145(B) 30=-13(B) 31=-13(B) 32=-13(B) 33=-13(B) 34=-13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38=-13(B) 39=-13(B) 40=-13(B) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) grid Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform -Loads (plf) Vert: 1-2=-37, 2-3.=-45, 3-9=-45, 9-10=-45, 10-11=-37, 2-17=-20, 16-17=-20, 13-16=24(F=44), 12-13=-20, 10-12- 20 Horz: 1-2=-7, 2-3=1, 9-10=-1, 10-11=7 Concentrated Loads (lb) .Vert: 3=-5(B)7=145(B)9=247(B)17=76(B)15- 13(B)12=76(B)18=145(B)19=145(B)20=145(B)22=145(B)23=145(B)24=145(B)25=145(B)26=145(B) 27=145(B)28=145(B) 29=145(B)30- 13(B) 31=-13(B) 32=-13(B)33=-13(B)34=-13(B) 35=-13(B) 36=-13(B)37=-13(B)38=-13(B)39=-13(B)40= 13(B). .A 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, thebuilding 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 : ANSUrP11 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 1820 B 3CAR BLK r r T24587879 2813174 A09 SPECIAL 1 1 Job Reference (optional) tbunoers rirstsource tenant cny, ruj, rianl uly, rt. - Jsbtsr, b.nsu s uun z zuzi mi I eK inausmes, inc. i ue uui a i u:Jo:ou eu4 i rage i s Ib:193QGWBBpX3jRl87ze0m7kz5?ad-QMHJ7VFUmpEAYfrXavLljZKVAotN2hBHQn8Hjmz_pMd r1-4-Q 13-0.0 19.10-0 21-0-Q 23-10.0 26-8-0 31.0-0 33.0-0 ,' 39-8-0 111.0-Q 1-4-0 6.8-0 6.4-0 6-10-0 2- 2-10-0 2-10-0 4-4-0 2-0-0 6-8-0 1-4-0 dI 0 .— F�n 5x6 = 3x6 = 5x6 i 7 7x8 ST1.5x8 STP = ST1.5x8 STP 6x8 3.00 12 6x8 6-11-5 8.5-6 2-7-5 4-4-0 2 Scale=1:76.6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft . Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.55 15-17 >848 240 MT20 244/1.90 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.90 15-17 >521 180 BCLL 0.0 ' Rep Stress Incr YES WB . 0.76 HOrz(CT), 0.57 11 n/a n/a BCDL 10.0 Code. FBC2020ITP12014 Matrix-SH Weight: 207 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. Except: 34,8-10: 2x4 SP M 31, 1-3,10-12: 2x4 SP No.1 1 Row at midpt 6-8 BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 2-18,11-13:•2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE .... .. Left: 2x4 SP Nm0l , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0; 11=0-8-0 Max Horz 2=351.(LC 9) Max Uplift 2=-810(L6 10), 11=-810(LC 10) Max Grav 2=1533(LC 1), 11=1533(LC 1) FORCES.. (lb) : Max. Comp./Max. Ten. - All.forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4720/2891, 3-4=-4465/2748, 4-5=-2921/1929, 5-6=-2908/1848, 6-8=72747/1725, 8-9=-3092/1.920, 9-10= 4489/2594, 10-11=-4691/2667 BOT CHORD 2-1 8=-2503/4403,17-18=-1451/2727, 15-17=-1651/3095, 14-15=-1331/2738, 13-14=-1975/3908, 11-13=-2229/4190 WEBS 3-18=-279/338, 4-18=-989/1877, 4-17=-98/473, 5-17=-332/223, 5-15=-422/342, 8-15=-195/501., 8-14=-352/676, 9-14=-1317/724, 9-13=-564/1195 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)--114-0 to 2-7-10, Interior(1) 2-7-10 to 9-0-6, Exterior(2R) 9-0-6 to 16-11-10, Interior(1) 16-11-10 to 21-0-1, Extedor(2R) 21-0-7 to 23-10-0, Extedor(2E) 23-10-0 to 26-4-1, Interior(1) 26-4-1 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; 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) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20:0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and. any other members. 7) Bearing at joint(s) 2, 11 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 810 lb uplift at joint 2 and 810 lb uplift at joint 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Velez PE No.68162 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 .A WARNING -Verity 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 Mi W 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 City Ply 1820 B 3CAR BLK , W T24587880 2B13174 A10 SPECIAL 1 1 Job Reference (optional) tJUllGers rlrsibource frlanl Glly, t-Lj, rlanl Idly, t-L - JJb6F, b.4JU 5 Jun z ZUZI MI 18K rnausrnes, Inc. t ue Jut O I u:J0:0 r zaz I rage i ID:193QGWBBpX3jR187zeOm7kz5?ad-vYdKrG6X7MI AoQk8clGGmtgOCEgnBORfRurGCz pMc rt=4-q 5-11-1 11-0-0 16-10-1 19-0-0 22-9-15 21-10O 28-8-0 31-0-0 33=8-15 , 39-8-0 1-4-0 5-11-1 .5.0-15 5-10-1 2-1-15 3-9-15 0- 4-12-4-0 2-8-15 5-11-1 6.00 F12 21 m 2 dI 1 0 ST1.5x8 STP = 6x8 3.00 12 6x8 = 4 5x6 8 10x12 16.10-11 22-9.5 _ 28-8.0 31-0-0 39-8-0 8-2-11 5-10-11 5-10-11 2-4-0 8-8.0 ST1.5x8 STP 6x8 ZZ 4 Scale=1:76.6 Plate Offsets (X Y) - [2:0-5-9 Edge] 14:0-4-0' 0-1-15] [7:0-4-0 0-4-8] [10:02=4 0-0-01; [13:0-5-9 Edge], [20:0-5-0,0-3-9] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.89 Vert(LL): 0.59 17-19 >787 240 MT20 244/190. TCDL 7.0 Lumber DOL .1.25 BC . 0.87 Vert(CT) -0.86 17-19 >545 180 BCLL 0.0 Rep Stress Incr YES WB. : 0.53 Horz(CT) 0.54 13 n/a n/a BCDLL 10.0 Code FBC2020/fP12014 Matrix-SH - Weight:;248 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. Except: 4-7,7-10: 2x6 SP No.2 1 Row at midpt .7-10 BOT CHORD 2x6 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 3-10-1 oc bracing. 2-20,13-15:.2x4 SP No.1 JOINTS 1 Brace at Jt(s): 7 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) :2=0-8-0, 13=0-8-0 Max Horz,2=-352(LC 8) Max Uplift 2=-810.(LC 10), 13=-81 O(LC 10) : Max Grav 2=1533(LC 1), 13=1533(LC 1) FORCES. (lb).- Max. Comp./Max. Ten. - All.forces 250 (lb) or less excepf when shown. TOP CHORD 2-3=-4678/3031I3-4= 4481/2851, 4-5=-4120/2767, 5-6=-4119/2766, 6-7=-3604/2457, 7-9— 3232/2194, 9-10=-3236/2197, 10-11- 3578/2300, 11-12=-4480/2710, . 12-13=-4650/2812, 6.8=-621/451, 8-10- 629/457 BOT CHORD 2-20— 2613/4354, 19-20=-1856/3221, 17-19= 2133/3758, 16-17=-1683/3159, 15-16=-2105/3917, 13-15=-2362/4148 WEBS 3-20=-173/277, 4-20=-733/1482; 4-19=-609/1078, 5-19=-577/514, 7-19=-287/570; 7-17=-334/335, 10-17=-517/825, 8-9=-62/281, 10-16= 457/937, 11-16=-1042/581, 11-15=-484/1009 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE MIS; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 13=451ft; L=40ft; eave=5ft; Cat. -! II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 7-0-6, Extedor(2R) 7-0-6 to 14-11-10, Interior(1) 14-.11-10 to 19-10-6, Exteri6r(2R) 19-10-6 to 27-9-10, Interior(1) 27-9-10 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0 zone;C-C for members and forces'& MWFRS for reactions shown; 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) 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, 13 considers parallel to grain value using ANSI/[PI 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 810 lb uplift at joint 2 and 810 lb uplift at joint 13. . 9) Graphical purlin representation does not depict the size or the orientation of the, purlin along the top and/or bottom chord. Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Cett:6634 6904 Parke East Blvd. Tampa FL 33610 Date, July 6,2021 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, MiTek® connectors. This design is based only upon parameters shown, and is fog 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 1820 B 3CAR BLIK r ! T24587881 2813174 A11B SPECIAL 1 1 Job Reference (optional) ttuuaers t-vstbource (mant Lony, rL), riant tiny, rl - a lblir, u.aau s dun z zuzl mi I eK Inauslnes, Inc. I ue dul u 1 u:Jo:oZ zuzl rage 1 P. ID:3xt7Yd6RbYnXO16Sf6ghjjz4cnz-NIP.4YBHkIRVuny?v iKGVo_OpccZvWYYau5dOoei—pMb r1-4-Q 6-3-0 9-0-0 , 17-0-0 20.1-8 23-10-0 31-6-0 39-8-0 1-4-0 6-3.0 2-9-0 8-0.0 3-1-8 3-8-8 + 7-8-0 8-2.0 dI 0 ST1.5x6 STP= 5x6 5x6 = 7 Scale = 1:71.9 13 12 -- -- Jxo = 4x6 3.00 12 6x8 = 8-8-0 13-5-4 20-1-8 20-2-0 29-6-4 39-8-0 8.8.0 4-9-4 6-8.4 0- -8 9-4-4 10.1-12 Plate Offsets (X Y)-- 12:0-5-6 Edge] 14:0=4=0 0=2-8], [8:0-4-0 0-3-0], [12:0-3-8,0-3-0] LOADING (psf) SPACING- 2-070 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP iCLL 20.0 Plate Grip DOL . 1.25 TC 0.96 Vert(LL) -0.26 10-12 >864 240 MTPO 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.42 2-16 >575 180 . BCLL 0.0 Rep Stress Incr YES WB. ..0.90 Horz(CT) -0.03 12 n/a rda BCDL 10.0 Code FBC2020/f•P12014 Matrix-SH Weight`196 lb, FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD. 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing: Except: 6-12: 2x4 SP No.3,.9-11: 2x4 SP N6.1 3-3-0 oc bracing: 12-14 WEBS 2x4 SP No.3 WEBS 1 Row at miilot 7-12 REACTIONS. (size) 2=0=8-0, 12=0-4-0, 9=Mechanical Max Horz 2=343(LC 9) Max Uplift 2=-502(LC 10),.12=-633(LC 10), 9=-359(LC 10) Max Grav 2=916(LC 15), 12=1774(LC 15), 9=911(LC 16) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-22j3/1422, 3-4 1990/1254, 4-5— 1271/860, 5-6=-236/288, 6-7=-195/352, 7-8— 1209/755, 8-9==1335.709 BOT CHORD. . 2-16— 1213/2282, 15r16= 861/1814, 14-15=-460/751,.12-14=-1004/700, 9-10=-495/1112 WEBS 3-16=-273/281, 4-16=-346/880, 4-15=-497/321,.5-15= 150/777, 5-14— 1039/794, 7-12= 675/290,•7-10=-481/1112, 8-10=-507/509 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft;.eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-.0 Extedor(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 5-04, Exterior(21`11) 5-0.6 to 12-11-10, Interior(1) 12-11-10 to 19-10-6, Exteri6r(2R) 19-10-6 to 27-9-10, Interior(1) 27-9-10 to 35-4-6, Exterior(2E) 35-4-6 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; 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) This truss has been designed fcr.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) Refer to girder(s) for truss to truss connections: . .8) Bearing at joints) 2 considers parallel to grain value using ANSI/fPI 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 502 lb uplift at joint 2, 633 lb uplift at joint 12 and 359 lb uplift at joint 9. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July. 6,2021 .� WARNING - Verity 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�. I V 1iTek' 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/TP11 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 1820 B 3CAR BLK T24587882 2813174 Al2B SPECIAL 1 .1 Job Reference (optional) F uiiders f•IrstSOUrCe (plant Lmy, I-L), . plant U[y, t-L - 33b6F, �1-4-Q 7-0-0 9-2-2 12-8-0 m dI 1 O ST1.5x8 STP = 5x6 3x8 1\ 3.00 12 8x12 4x4 5.4su S Jun Z ZUZI MI I eK inausines, inc. i ue jui a iu:on;o4 2UZ r rage i ID:3xt7Yd6RbYnX016Sf6ghjjz4cnz-J7Xgztl—p2lcl G91pl lztPVBIQEb_VNtLP6VsXi_pM: 25-4-0 , 31-0-2 35-4-2 _ , 39-8-0 4-3-15 4-3-14 5x6 = 5x6 = 9 27 10 16 4x8 15 14 3x6 = 3x6 Scale = 1:72.3 3x6 = m ui 7-1-8 9-10-0 11-8.0 15-9=4 20-1-8 20 -0 214-0 33-1-11 39-8.0 7-1-8 2.8-8.. 1-10.0 4-1-4 4-4-4 0- -8 5-2-0 7-9-11 6.6-5 Plate Offsets (X Y)-- [2:0-1-15 1-2-13] [2:0-5-6 Edge] [3:0-6-0 0-2-8] [9:0-3-0'0-2-7] [10:0-3-0 0-2-01,[11:0-3-0,0-3-0],•[21:0-3-0,0-4-0], [24:0-4-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL . 1.25 TC 0.86 Vert(LL) 0.22 23 >999 240 MT20 244/1.90 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.31 .2-24 >776 180 BCLL 0:0 Rep Stress Incr NO WB 0.75 - HOrz(CT) -0.0.3 17 n/a n/a BCDL 10.0 Code; FBC2020/TP12014 Matrix-SH Weight: 239 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins. . 1-3: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-0-12 oc bracing. Except: BOT CHORD 2x4 SP No.2 `Except 6-070.oc bracing: 17-19 5-22: 2x8 SP 240OF 2.OE, 19-21,8-17: 2x6 SP M 26 WEBS 1 Row. at midpt 9-17 WEBS 2x4 SP No.3 WEDGE . . Left: 2x4 SP No:3 REACTIONS. (size) 2=0-8-0; 17=0-4-0, 13=Mechanical Max Horz 2=313(LC 7) Max Uplift 2=-658,(LC 8), 17=-1041(LC 8), 13=-233(LC 8) Max Grav 2=1126(LC 1), 17=2295(LC 1), 13=666(LC 14) FORCES. (lb) r Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3150/1523, 3-4=-2617/1413, 4-5=-2431/1366, 5-6=-2711/1506, 6-7=-391/396, 7-8=-372/1166,,8-9=-180/815, 9-10=-357/165, 10-11=-386/235, 11-12=-966/332, 12-13=-1103/379 BOT CHORD 2-24=-1274/2787, 23-24— 1249/2762, 22-23=-684/1374, 5-21=-254/253, 20-21=-473/889; 19-20=-274/175, 17-19=-12081740, 8-19=-414/311, 16-17=-485/358, 14-16=-92/633, 13-14=-269/925 WEBS 3-24=-383/1134, 3-23= 285/85, 21-23=-55i/1271; 6-21=-909/1964, 6-20=-1205/723, 7-20=-61'6/1259, 7-19=-932/550, 9-17=-1195/401, 10-16=-331/164, 11-16=-597/385, 11714=-73/382, 9-16=-372/884 NOTES- :1) Unbalanced roof live loads have been considered for this design. -42) Wind: ASCE 7-16; Vult=160rnph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft;.eave=5ft; Cat. II.;. Exp C; Encl., GCpi=0,18; MW FRS (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) 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: Joaquin Velez PE No.68162. 8) Bearing at joint(s)'2 considers parallel to grain value using ANSVTPI -1 angle to grain formula. Buildingdesigner should verify MiTek USA, Inc: FL Cert6634 capacity of bearing surface- 6904 Parke East Blvd. Tampa FL 33610 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 658 lb uplift at joint 2, 1,041 lb uplift at joint 17 and 233 lb uplift at joint 13. Date:, July 6,2021 Co ti ued on oaae 2 .A WARNING - Verity 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 . . ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sarety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601 Tampa, FL 36610 - Job Truss Truss Type Qty. Ply 1820 B 3CAR BLK T24587882 2813174 Al2B SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:35:54 2021 Page 2 ID:3xt7Yd6RbYnX016Sf6ghjjz4cnz-J7XgztI—p2lc1 G9IpllztPVBIOEb_VNtLP6VsXzLPMZ NOTES- 10) Hangers). or.other connection device(s) shall be provided sufficient to support concentrated load(s) 1.79 lb down and 164 lb up at 7-0-0, and 115 lb down and 182 lb up at 9-0-12, and 115 lb down and 182 lb up at 11-0-12 on top chord, and 343 lb down and 129 lb up at 7-1-8, and 81 lb down at 9-0-12, and 81 lb down at 11-0-12 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=-54, 3-6=-54, 6-9=-54, 9-10= 54, 10-13=-54, 2-24=-20, 22-24=-20, 19-21=-20, 17-18= 20, 13-17=-20 Concentrated Loads'(Ib) Vert: 3_ 179(F) 24=-343(F),23=-59(F) 4=-115(F) 25=-115(F) 28=-59(F) .A WARNING - Verity 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, andis for in 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 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: . ANSUTP11 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1820 B 3CAR BLK T24587883 2813174 B02B SPECIAL 1 1 Job Reference (optional) esuncers mrsmource friant L,try,:rr.l, rtant Uiry, rL - oa0oc, o.yov a dun «�<r m en u,uuauioa, uu . , U. , I D:3xt7Yd6RbYnXO16Sf6ghjjz4cnz-nK5CADJdaMtTeQkVNSpCQc2Pmpel jxxoa3s2Pzz_pMY 4-10-5 8-1-8 9.0-0 14-8-0 21-1-2 27-8-0 4-10-5 3-3r3 10- 5-8-0 6-5-2 6-6-14 Scale =1:49.1 3x6 _3x4 = 48 = 3 4 16 5 11 a 0 x4 = 123 6x8 = 3x4 = 3x4 = 2x4 II 8-1-8 14-8.0 21 1 2 27-8.0 Nil 6-6.8 6-5-2 6-6-14 n n-o_A1 rr.•n-r.-A n-9-ni rn-n-A.n n-A-rn LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud, PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC .0.65 Vert(LL) -0.07 7-8 >999 240 MT20 244/1.90 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.12 7-8 >999 180 BCLL 0:0 ' Rep Stress Incr YES WB .: 0.79 Horz(CT) 0.02 7 n/a n/a. BCDL. 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 144 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins. BOT CHORD 2x4 SP No.2 `Except BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 3-11: 2x6 SP No.2 5-5-0 oc bracing: 11-13 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-11 . . . REACTIONS. (size) 11=0-4-0, 7=Mechanical Max Horz 11=231(LC 9) Max Uplift 11=-695(LC 10), 7=-264(LC 10) MaxGrav 11=1689(LC 15),7=748(LC 16) FORCES. (lb) -Max. Comp./Max.. Ten. -All forces 250 (lb) or less except when shown. " TOP CHORD 1-2=-178/560, 2-3=-337/817, 3-4=0/329, 4-5=-30/442, 5-6=477/323, 6-7=-1145/567 BOT CHORD .1-13=-455/230, 11-13=-969/670,' 3-13=-603/500, 9-11=0/364, 8-9=-393/941, .7-8=-393/941 WEBS 2-13=-374/354, 5-9=-179/625, 5-11=-1060/610, 6-8=0/272, 6-9= 776/496 . NOTES- 1) Unbalanced roof live loads have been considered for this design. - 2) Wind: ASCE 7=16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-11-10, Interior(1) 3-11-10 to 5-0-6, Exterior(2R) 5-0-6 to 18-7-10, Interior(1) 18-7-10 to 23-4-6, Exterior(2E) 23-4-6 to 27-4-0 zone;C-C for members and forces & MWFRS fog reactions shown; 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) 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) Refer to girder(s), for truss to truss connections: 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 11 and 264 lb uplift at joint 7. Joaquin Velez PE No.66162 Mi rek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 ..A WARNING - Verity 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, andIs for an Individual building component, not 'Incorporate ��� a truss system. Before use, the,building designer must verify the applicability of design parameters and properlythis design Into the overall building Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" design. 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?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 1820 B 3CAR BLK { T24587884 2813174 B03B SPECIAL 1 1 Job Reference (optional) uuuders t-Ifstb-ource (viam Glly,:rL), t lam laty, rL - J3btiF, :. C.4:Su s Jun z zuzi mi i eK mausuies, mc. i ue dui o i u:aa:ao zuz i rage i I D:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-FW ebNZKFLf?KGaJhx9KRzgaYpD?nSQ6Aojbcxoz_pMX 7.0.0 -10- 12.3-0 16-8-0 21-3-6 27-8.0 7-0-0 -10- 4-5-0 4-5.0 4-7-6 6-4-10 Scale =1:47.1 46 = 2x4 11 3x4 4x4 = = 6.00 R-2- 3 4 15 5 16 17 6 I 4x6 = oxv ST1.5x8 STP = 3x'8 =. 2x4 II 6x8 1-0-0 - 4-0-0 7-8-0 7- -0 16-8-0 21-3-6 27-8-0 1.6-6 2-10-14 3-8-0 0, 0 .. 8-10-0„ 4-7-6 6-4-10 Plate Offsets (X Y)-- 11:0-0-15 0-2-0] [3`.0-3-4 0-2-0]•[8:0-2-10 0-1-8] [12:0=3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) . Udefl Ud PLATES. GRIP TCLL 20.0 Plate Grip'DOL : 1.25 TIC 0.82 Vert(LL) 0.17 1-14 >546 240 MT20 244/190, TCDL 7.0 Lumber DOL 1.25 BC-.0.68 Vert(CT) 0.15 1-14 >625 180' BCLL 0.0 ' Rep Stress Incr. YES WB. : 0.67 Horz(CT) . -0.03 12 n/a n/a . BCDL 10.0 Code. FBC2020[TP12014 Matrix-SH Weight:_151 lb FT = 20% LUMBER- EIRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc purlins. BOT CHORD 2x4 SP No.2 'Except BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. Except: 1-14: 2x6 SP No.2 6-0-0 oc bracing: 12-14 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3-5-2 REACTIONS. (size) 8=Mechanical; 12=0-8-0, 1=0-4-0 Max Horz 1=188(LC 9) Max Uplift 8=-360(LC 10), 12=-574(LC 10), 1=-321(LC 10) Max Grav 8=924(LC 16), 12=1104(LC 2), 1=319(LC 21) FORCES. (lb) -Max, Comp./Max. Ten. All forces 250 (lb) or less except when shown. TOP CHORD 1-3= 281/237, 3-4=-167/259, 5-6=-879/667, 6-7=-1017/669, 7-8=-1499/842 BOT CHORD 12-14=-415/833, 10-12=,178/507, 9-10=-632/1251, 8-9=-632/1251 WEBS 5-10=-176/460, 5-12=-716/551, 7-10=-568/420, 3-14=-254/314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7716; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat.' II; Exp C;'Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-2-0 to 4-1-10, Exterior(2R) 4-1-10 to 10-11-10, Interior(1) 10-11-10 to 12-8-6, Exteriof(2%12-8-6 to 20-7-10, Interi6r(1) 20-7-10 to 23-4-6, Exterioi•(2E) 23-4-6 to 27-4-0 zone; cantilever left exposed ; end vertical left exposed; porch left exposed;C-Cfor members and forces& MWFRS for reactions shown; 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. 115) This truss has been designed fora 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-= I O.Opsf. 7) Refer to girder(s) for truss to truss connections. • 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint 8, 574 lb uplift at joint 12 and 321 lb uplift at joint 1.. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity 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 ANSbTPlf 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 City Ply 1820 B 3CAR BLK + T24587885 2813174 B04B SPECIAL 1 1 Job Reference (optional) rsunaers mrsioource trrara idly, rL), rlani 1111y, rL - JJoRl' 0.4JU s dun Z ZUZ I IVII I eK Inaustrres, inc. r ue dui o r V:Jo:or euz I raqu ID:3xt?Yd6RbYnX016Sf6ghjjz4cnz-jiCzbuKt6z7BujutUtsgVl7ncdJQBsfJ1 NL9Tsz—pMW 7-10-0 i 13-3.0 i "18_8-0_ 21.4-10 27-8-0 1-4-0 5-0-0 2.10.0 5.5-0 .1 0 2.8-10 6.3-6 m 01 4x6 = 2x4 11 6.0012 4 5 14 3x4 = 4x4 = 15 6 16 17 7 ST1.5x8 STP = 11 11u 3x4 12 4x6 _ 3xB = - 6x8 = 1-0-0 .. -10.4 5-0-0 7-8-0 7- -0 18-8-0 27-8-0 -1014 4-0-0 2r8-0 . 0- 0 10-10-0 9-0-0 0-1.-12 . Scale=1:49.3 m 0 v 0 N coI4 Ic? 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0:56. Vert(LL) 0.27 2-13 >345 240 MT20 244/190. TCDL 7.0 Lumber DOL : ' ' 1.25 BC .0.72 Vert(CT) -0.52 10-12 >446 180 BCLL 0:0 Rep Stress Incr YES WB ' 0.71 HOrz(CT) -0.02 12 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-SH Weight:.137 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-4-10 cc purlins. BOT CHORD 2x4 SP No.1 `Except` BOT CHORD Rigid ceiling directly applied or 7-7-9 cc bracing. Except: 2-13: 2x4 SP M 31, 5-12: 2x4 SP N6.2 6-0-0 cc bracing: 12-13 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-5-15 REACTIONS. (size) 9=Mechanical, M 4-0, 12=0-8-0 Max Horz 2=167(LC 9) Max Uplift 9=-353(LC 10), 2=-428(LC-10), 12=7588(LC 10) Max Grav 9=743(LC 16), 2=367(LC 19), 12=1017(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4= 232/382, 6-7=-840l718, 7-8=-969/763, 8-9=-11621853 BOT CHORD 12-13=-429/827, 10-12=-327/689; 9-10=-641/965 WEBS 6-10=-88/327,, 7-1 0=-1 14/291, 8-10=-305/364, 6-12=-760/601, 4-13=-203/307 NOTES- 1) Unbalanced roof live loads have been considered for this design. . 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-10, Exterior(2R) 2-7-10 to 8-11-10,.Interior(1) 8-11-10 to 14-8-6, Extedor(2R) 14-8-6 to 22-7-10, Interior(1) 22-7-10 to 23-4-6, Exterior(2E) 23.4-6 to 27-4-0 zone; cantilever left exposed; porch left exposed;C-C for members and forces &: MW FRS for reactions shown; 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) This truss has been designed for a 10.0 psf bottom chord live load noh6on6urrent 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 353 lb uplift at joint 9, 428 lb uplift at joint 2 and 588.Ib uplift at joint 12. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-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 designer must verify the applicability of design parameters and properly Incorporate this design into the overall -building 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 ANSVTP/r 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 1820 B 3CAR BLK + T24587886 2813174 B05B. SPECIAL 1 1 Job Reference (optional) t3unaers rlrsmource trlani GILy,.r-L), . rlani Gay, rL - UJObt, ti.43U s Jun z zuzi mi I eK Inauslnes, Inc. I Ue JUI o I u=;oa zuzI rage I ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-g5KjOaM7eaNv711 ddu8aSC6DR0cfrEcVhgGYkz�MU ^, -1-4-0 3-0-0 7-10-0 14-3-0 20-8-0 27-8-0 1-4-0 3.0.0 4-10.0 6-5-0. . 6-5-0 7-0-0 Scale=1:49.3 4x4 = 6.00 F12 3 14 5x6 = 2x4 II 15 4 16 17 5 4x8. _ 6 m 0 m 0 N I 0 ST1.5x8 STP = 10 a o 3x4 11 3x4 = 3x8 = 2x4 II 3x6 11 3-0-0 7-8-0' "' 7-10-0 14=3-0 20.8-0 27-8-0 3-0-0 4.8-0 0- -0 6-5-0 . 6-5-0 7-0-0 Plate Offsets (X,Y)-- [2:0-2-0,Edge] [4:0-2-4,0-3-0], [6:0-5-4,0-2-0], [7:0-2-10,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.62 Vert(LL): .0.1.7 12-13 >538 240 MT20 244/1,90. TCDL 7:0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.14 12-13 >653 180. BCLL 0.0 ' Rep Stress Incr NO WB • 0.39 Horz(CT). -0.07 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 124 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No .3 REACTIONS. (size) 7=Mechanical, 2=0-4-0, 11=0-8-0 Max Horz 2=126(1_6 7)• Max Uplift 7=-367(LC 8), 2=-564(LC 8), 11=-661(LC 8) Max Grav 7=722(LC 1), 2=407(LC 1), 11=988(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-394/504, 3-4=-327/570, 4-5=-943/628, 5-6=-943/628, 6-7=-11,65/587 BOT CHORD 2-13=459/311, 12-13=477/327, 11-12= 923/679, 4-12=836/508, 8-9=407/962, 7-8=-408/955 WEBS 6.8=0/286,5-9=-372/301,4-9= 401/983 Structural wood sheathing directly applied or 4-4-1 oc purlins. Rigid ceiling directly applied or 7-11-13 oc bracing. Except: 5-9-0.oc bracing: 11-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; 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) Provide adequate drainage to prevent water ponding. 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. 18) Provide mechanical connection (by others) of truss to:bearing plate capable of withstanding 367 lb uplift at joint 7, 564 lb uplift at joint 2 and 661 lb uplift at joint 11. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2 lb down and 60 lb up at 3-0-0, and 62 lb up at 5-0-12, and 62 lb up at 7-0-12 on top chord, and 40 lb down and 139 lb up at 3-0-0, and 15 lb down and 60 lb up at 5-0-12, and 15 lb down and 60 lb up at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Joaquin Velei PE N6.68182 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 . MiTek USA, Inc. FL Celt 6634 Uniform Loads (plf) 6904 Parke East Blvd. Tampa FL 33610 Vert: 1-3=-54, 976=-54, 6-7=-541 2-12=-20, 7-11=-20 Date: July 6,2021 ;onti ued on Dace 2 .Q WARNING - Verity 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 propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or, chord membersonly. Additional temporary and permanent bracing p " iTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the " fabrication, sterage, 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 City Ply 1820 B 3CAR BLK T24587886 2813174 B05B SPECIAL: 1 1 Job Reference (optional) ouncers rtrsibource Priam city, rt-f, riant cny, M - 4�00c, LOAD CASES). Standard Concentrated Loads (lb) Vert: 3=2(F) 13=-20(F) 14=4(F) 15=4(F) 18=-8(F) 19— 8(F) UAOU s dun Z ZUZ t wll I eK Inuustrles, Ir1U. r uu dul o l u;.3a;ou NG r raye G ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-g5KjOaM7eaNv711 Gclu8aSC6DROcfrEcVhgGYkz—PMU A WARNING - Verity 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, enaction and bracing of trusses and truss systems, see ANSI/TPII 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 1820 B 3CAR BLK T24587887 2813174 C1 JACK 7 1 Job Reference (optional) buimers rlrsmource trlam USy,.r-L), rlani Uiy, rL - 630bL, UAJU 5 JUn Z ZUZI MI I eK mausines, Inc. I ye JUI b i u:Ja:oa zuz t rage t ID:3xt?Yd6RbYnXO16Sf6ghjji4cnz-g5KjOaM7eaNv711 GcluBaSCC1 RAzfxlcVhgGYkz-pMU -1-4.0 0-11-4 1-4-0 0-11-4 0 Plate Offsets (X Y)- 12:0-1-4 Edge] =0-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.00 . 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC ..0.01 Vert(CT) -0.00 2 >999 180 : BCLL 0.0 ' Rep Stress Incr YES W B . 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 REACTIONS 3 h 12 4M h I BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. (slze) . - ec anlca = , , ec anlca Max Horz 2=78(LC 10) Max Uplift '3= 38(LC 1), 2=-213(LC 10) Max Grav 3=75(LC 10), 2=169(LC 1), 4=17(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions . shown; 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) This truss has been designed for a 10.0. psf bottom chord live load nonconcurrent with any'other live loads. 4) . This truss has been designed for a live load of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for. truss to.truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 3 and 213 Ib uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 .A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK 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 propery 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., . ANSI?Pll 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 1820 B 3CAR BLK ' T24587888 2813174 C1B JACK. 1 1 Job Reference (optional) uuneers rtrsmource Imam ury, ruj, ream ury, rL - as5ts/, o.4au s dun z zuzl ml I eK Ineusines, Inc. I ue dui o 1 U: io;uu zuz I rage i . ID:3xt7Y.d6RbYnXC16Sf6ghjjz4cnz-8Hu5DwN1 PuVml BcSA?PN7glQGgW COOYmjLZp4Bz_pMT 0114 0-11-4 2x4 = ST1.5xB STP = 0-11-4 0-11-4 Scale=,1:6.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) . I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.02 Vert(LL). -0.00 1 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 1 >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/fP12014 , Matrix-P Weight: 3lb FT= 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 0-114 oc purlins. BOT CHORD 2x4 SP No.2 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=27(1_C 10) Max Uplift 1=-7(LC 10), 2=-27(LC 10) Max Grav 1=32(LC 15), 2=28(LC:15), 3=17(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extefior(2E) zone;C-C for members and forces & MW FRS for reactions shown; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other,live loads. 4) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 1 and 27 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ceit 6634 6904 Paike East Blvd. Tampa FL 3361,0. Date: July 6,2021 A 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 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 pennanent'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 . ANSI/TPI1 Ouality 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 1820 B 3CAR BLK ' T24587889 2813174 C1P Jack -Open 2 1 Job Reference (optional) bSUlltlerS mrst.5'ource tmam L:ny, rL), viam uty, rL - 3Ubb L, 0 CIAOU 5 JUn L LUL 1 Iwl I UK InUU51HU5, IHU. I Ue JUI 0 1U:JO:U I eue I rdye I ID:193QGWBBpX3jRl87ze0m7k 57ad-cUSURGONACddMLBfjwcgtlXiEsE7rovy7JNcdz—pMS -1-4-0 0-11-4 1-4-0. 0-11-4 Scale = 1:7.6 Plate Offsets (X Y)-- [2:0-4-4 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (loc) I/defl Ud -PLATES GRIP TCLL 20.0 Pla{e'Grip DOL. 1.25 TC 0.23 Vert(LL) 0.00 2 >999 240 MT20 244/190 TCDL 7:0 Lumber DOL .1.25 BC 0.02 Vert(CT) -0.00 2 >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/TP12014 Matrix-P -Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) .3=M.echanical, 2=0-3-8, 4=Mechanical Max Horz 2=78(LC 10) Max Uplift 3- 32(LC 1), 2=-220(LC 10), 4=-13(LC 6) Max Grav 3=67(LC 10), 2=163(LC 1), 4=18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust).Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; 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) This truss has been designed for a 10.0. psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between.the bottom chord and any other members. 5) Refer to girders) for. truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding'32 lb uplift at joint 3, 220 14 uplift at joint 2 and 13 lb uplift at joint 4. Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Cart.6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 .A 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. p /r p (iTW 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 ANSLITP11 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East BIJd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1820 B 3CAR BLK ' T24587890 2813174 C1V SPECIAL 6 1 Job Reference (optional) Builders Flrstbource (t-lartt ouy, I-L), mant Grty, FL - UJbbb, t5.4Ju s Jun Z ZUZ I wlr r eK rnuUStnes, mo. r ue dui o i u;oo;u i Zuz i rdye i I D:193QGW BBpX3j Rl87ze0m7kz54ad-cUSURGONACddMLBfjjwcgtlXoEsR7rovy7JNcdz-1MS -1-4-0 0-11-4 1-4-0 0-11.4 1 Scale =1:7.6 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc). I/defl Ud PLATES. GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 2 >999 240 MT20 244/190 . TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >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/TP12014 Matrix-P Weight: 5 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=74(LC 10) Max Uplift 3=-38(LC 1), 2— 200(LC 10) Max Grav 3=63(LC 10), 2=169(LC 1), 4=17(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16;.Vult=160mph (3-second gust).Vasd=1Nmph; TCDL=4.2psi; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 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 38 lb uplift at joint 3 and 200 lb uplift at joint 2. Joaquin Velez PE N6.60192 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity 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 vedfy 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 MiTek" 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 ANS11TPI1 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 1820 B 3CAR BLK T24587891 2813174 C3 JACK 7 1 Job Reference (optional) tiunaers mrstsource (flan t;ny,.rL), 4 ream L'Ity, I-L. - UUbUL, OAOU 5 dun a ZUe r IVII I eK I11UUSUleb, [flu. , UV JUT O . U:JONL . 1 ray. , I D:3xt?Yd6 RbYnXO16 Sf6ghjj z4cnz-4g OsecOOxV]T_V mrH Q RrC5ggteBgs122 Bf2w83z—pM R -1-4-0 2-11-4 , 1 1-4.0 ST1.5x8 STP Scale=1:12.7 .2-11-4 2-11-4 Plate Offsets (X Y)-- [2.0-1-4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC ' .0.33 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC ..0.07 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stresslncr YES WB 0.00 HOrz(CT) -0.0.0 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight; 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) :3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=131:(LC 10) Max Uplift 3=42(LC 7), 2=-191(LC 10) Max Grav 3=55(LC 15), 2=214(LC 1), 4=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp Q Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss. to bearing plate capable of withstanding 42 lb uplift at joint 3 and 191 lb uplift at joint 2. s Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 ® WARNING - Verity 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, andis 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 buckling of individual truss web. and/or chord members only. Additional temporary and permanent bracing MOW 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 ANS11TP11 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 Oty Ply 1820 B 3CAR BLK , T24587892 2813174 C3B JACK. 1 1 Job Reference o tional buuoers rlrstsource tenant uty, t-L), slant L;ny, rL - :rabbi, u.aju s uun z zun MI I eK Inousmes, Inc. i ue ,1ui u lu:ab:uo zuz I rage i ID:3xt7Yd6RbYnXO16Sf6ghjjz4cnz-YsaEryPeiptKceL1 r8z4llNsr2W dbl ICPJoUhW z_pMQ 2-11-4 2-11-4 Scale:1"=1' -2x4 = 3 2-11-4 2-11-4 LOADING (psf) SPACING- 2-0-0' CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.26 Vert(LL) -0.00 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC .0.09. Vert(CT) -0.01 1-3 >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 FBC20201rP12014 Matrix-P. Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.' (size) 1=Mechanical, 2=Mechanical, 3=Mechanical• Max Horz.1=79(LC 10) Max Uplift 1=-29(LC 10), 2=-84(LC 10) Max Grav 1=107(LC 15), 2=92(LC 15), 3=56(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 1, and.84 lb uplift at joint 2. Joaquin Velei PE No.68182. MiTek USA, Inc: FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: July 6,2021 A 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 propedy'Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web andfor 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 ANSIJTPll Duality Criteria, DSB-99 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 1820 B 3CAR BLK, 4 T24587893 2813174 C3V SPECIAL 6 1 Job Reference (optional) nunaers mrslbource trlam cny,.rLj, mane uty, t-L - 33bb1, n-vau s dun z zuz r Mr r eK mausmes, !no. i ue dui o I a:JO:u4 eue I rage i ID:193QGWBBpX3jR187zeOm7kz57ad-037c31QGT74BEowDPrUJHWwOXSs7KCYLezX1 Dyz—PMP 1-4-0 2-11-4 -- 1-4.0 2-11-4 ST1.5xB STP = 0 m m � 66 Scale = 1:12.7 Plate Offsets (X Y)-- [2:0-3-15 Edge] LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 2-4 >999 180, BCLL 0.0 ' Rep Stress Inca YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) -3=Mechanical, 2=0-8-0, 4=Mechanical Max Holz 2=128(LC. 10) Max Uplift '3= 45(LC 7), 2=-187(LC 10) Max Grav 3=56(LC 15), 2=214(LC 1), 4=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except When shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions . shown; 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) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 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 45 Ito uplift at joint 3 and 187 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity 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, thepuilding 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 pp l�� W is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IV1� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . • ANSIITP11 Quality Criteria, DSB-99 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 1820 B 3CAR ELK T24587894 2813174 C5 JACK 7 1 Job Reference (optional) t3wiciers 1-Irst50urce (Plant Gny, rL), F'Iam city, FL - 33b67, .1-4-0 6.43U s Jun Z ZUZ1 mi I eK InaustneS, Inc. I Ue Jul 6 IU:36:U4 ZUZI rage I ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-037c31QGT7.?BEowDPrUJHWwzuSgJKCYLezXi Dyz_pMP 4-11-4 Scale=1:17.6 ST1.5xB STP= 4-11-4 Plate Offsets (X -- [2:0-1-4 0-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). Well Ud PLATES GRIP TCLL 20.0 Plate Grip 'DOL 1.25 TC 0.56. Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL . 1.25 BC 0.25 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix-P Weight: 18 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-114 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical. Max Horz 2=184(LC 10) Max Uplift 3=-113(LC 10), 2=-192(LC 10) Max Grav 3=132(LC 15),2=277(LC 15), 4=91(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE.7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=406; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces &.MWFRS for reaction's shown; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for. truss to.truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 3 and 192 Ib uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc: FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity 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 piopedy 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 l� 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/TPII 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 1820 B 3CAR BLK ' T24587895 2813174 C5B JACK 1 1 Job Reference (optional) t3Datlers Flrstsource (viant Ulty, I-L), viant city, I-L - 33567, 8.430 a Jun 2 2U21 MI I eK Industries, Inc. I ue Jul 6 1 U:36:U6 2UZ1 Nage 1 ID:3xt4Yd6RbYnXO16Sf6ghjjz4cni-yRFMUzRW 7kFvT64cW G W nNx7FBFV Fo51 e6H081gz—pMN 4-11-4 Scale=1:16.9 2x4 = - 3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0:0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr . YES Code FBQ202OfTP12014 CSI. TC 0.83 BC 0.29 WB 0.00 Matrix-P. DEFL. in (loc) I/defl Ud Vert(LL) -0.03 1-3. >999 240 Vert(CT) -0.06 . 1-3 >898 180 Horz(CT) -0.00 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 16 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz ;1=133(4C 10) Max Uplift 1=-51(LC:10), 2=-143(LC 10) Max Grav 1=183(LC 15), 2=157(LC 1'5); 3=96(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 1, and.143 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc.. FL Ceit 6834 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MTEK 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 fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see • ANSI/TP11 Quality Criteria, DSB799 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 s Truss Truss Type Qty Ply 1820 B 3CAR BLK ' T24587896 2813174 C5V SPECIAL 6 1 Job Reference (optional) Cunaers i-Irsioource triarn uny, r-LI, darn ully, r-L - dJDO/, 8.4JU s JU11 4 ZU41 IVII I UK II IUUbUle5, UIU. I UU JUI O 1 VL —I ZU41 rGytl I ID:193QGW BBpX3j R187zeOm7ki5?ad-RdplhJS8m2Nm5Geo4z1 Ov8YUrfs_XYHnKlanhgHz_pMM 140 4114 1.4-0 4-11-4 0 Plate Offsets (X,Y)-- [2:0-4-7,Edge ST1.5xB ST.P= Scale = 1:17.6 0 9 n m 66 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ' I/dell L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TIC 0.58 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.05 2-4 >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/TP12014 Matrix-P - Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=182(LC.10) Max Uplift'3— 116(LC 10), 2=-189(LC 10) Max Grav 3=133(LC 15), 2=276(LC 15), 4=91(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reaction's shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 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 116 lb uplift at joint 3 and 189 lb uplift at joint 2. Joaquin Velez PE N6.68182 MiTek USA, Inc, FL Cert 6634 6904'Paike East Blvd. Tampa FL 33676 Date: July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK 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 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 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/TPII 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 1820 B 3CAR BLK, r T24587897 2813174 D02B HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 7-0-0 7-0-0 3 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:36:08 2021 Page 1 ID:3xt?Yd6RbYnXO16Sf6ghjjz46nz--vgN7vfTmW LW diQD?ehYFSM4aW 33W GxNxZaVEMjz—pML 13.0-0 19.11-4 21-3.4 , 6-0-0 6.1 1-4 1-4-0 Scale:=1:34.8 4x8 = 46 = 2 9 10 3 4x4 = 2x4 44 = 3x4 — — ST1.5x8 STP.= 44 7-0-0 13.0-0 19-11-4 �— 7-0-0 6-0-0 6.11-4 Plate Offsets (X;Y)-- [1:0-1-4,Edge],[2:0-5-4',0-2-0] [3:0-3-8,0-2-0]' LOADING (psf) SPACING- 2-0-0 _ CSI. DEFL. in (loc) . Well Ud PLATES, GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84. . Vert(LL) . 0..13 1-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL . 1.25 BC . 0.81 Vert(CT) . -0.18 . 1-8 >999 180 BCLL 0.0 ' Rep Stress Incr - NO WB . 0.27 HOrz(CT) . 0.0.7 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 .: Matrix-SH Weight: 83 lb FT = 20%- LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD. : Structural wood sheathing directly applied or 1-7-8'oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 4=0-8-0 Max Horz 1=-1621,1-C 6) Max Uplift 1=-668(LC 8), 4=7824(LC 8) Max Grav 1=1322(LC 1), 4=1424(LC 1) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 ,(Ib) orless. except when shown... - TOP CHORD 1-2= 2449/1229, 2-3=-2097/1184, 3-4==2436/125 BOT CHORD 1-8=-930/2098, 6-8=-933/2116, 4-6= 942/2074 WEBS 2-8=-85/686, 2-6=-288%44; 3-6=-61/699 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=404; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.66 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) 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 668 lb uplift at joint 1 and 824 lb uplift at - joint 4. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated_ load(s) 116 lb down and 87 Ib up at 7-0-0; 86 lb down and 162 lb up at 9-0-12, and 86 lb down and 162 lb up at 10-11-4, and 116 lb down and 290 lb up at 13-0-0 on top chord, and 374 lb down and 163 lb up at 7-0-0, 65 lb down at 9-0-12; and 65 lb down at 10-11-4, and 374 lb down and 163 lb up at 12-:11-4 on bottom chord. The design/selection of such connection.device(s) is the responsibility. of others. 10)'In the LOAD CASE(S) section, loads applied to the face:of the truss are noted as front(F) or back (B). LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3= 54, 3-5=-54, 1-4=-20 Concentrated Loads (lb) Vert: 2=-1 16(B) 3=-11:6(B) 8=-374(B) 6— 374(B) 9=-86(B) 10=-86(B) 11=-40(B) 12=-40(B) Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Cerk.6634 6904'Parke East Blvd. Tampa FL 3361.0 Date: July 6,2021 A 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; and4s 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 .. . ANSIITP11 Quality Criteria, DSB49 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 1820 B 3CAR BLK � T24587898 2813174 E3 JACK 3 1 Jab Reference (optional) twiiaers rlrst5ource (Plant Glty, 174 F9ant otty, rL - J3bbf,, m4Ju s uun 4.4U41 Ivn I eK inouslnes, inc. i ue Lyui o i u:ao:ua zuz i raye i ID:3xt7Yd6RbYnXO16Sf6ghjjz4cnz-NOxV67UPHfeUKZoBB03U_Zdul TXx7Sn4oEFou9z—pMK 1-4-0 3-0-0 _ 1-4.0 3-0-0 Scale.= 1:12.8 E 3-0'-0 r 3-0.0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vclefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.02 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.02 . 2-4 >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/TP12014 Matrix-P Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-49(LC 10), 2= 226(LC 10), 4=-40(LC 6) Max Grav 3=69(LC 15), 2=205(LC 1), 4=55(LC 3) FORCES. (Ili) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1_) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eaye=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.OpSf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 3, 226 lb uplift at joint 2 and 40 lb uplift at joint 4. Joaquin Velez PE N9.68182 MiTek USA, Inc. FL Cat 6634 6904Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A 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, andis 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 buckling of Individual truss web and/or chord members only: Additional, temporary, and permanent bracing T Mi prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the ek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANS&TP11 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 City Ply 1820 B 3CAR BLK ` T24587899 2813174 E7 . JACK 8 1 Job Reference (optional) esuuoers rlrsl6ource triant try, ry, rlam UIry, rL7 - a�aor, 0.401.0 5 JUI I L LUG I IVII I M II IUU5111k!5, lily. I uW Jul 0 1 U.00; I U LUG 1 1 lyu 1 ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-rCVtKLV12zmLyjNNl6bjXn9?_somkvl EOu_LRcz_pMJ 7.0-0 Q 1 ST1.5x8 STP= 700 . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL)- -0.1.1 2-4 >695 240 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 70.23 2-4 >347 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00- 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P - Scale = 1:23.5 PLATES GRIP MT20 244/190 Weight:-24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 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. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=240(LC 10) Max Uplift 3=-181(LC 10), 2=-207(LC 10) Max Grav 3=204(LC 15), 2=351(LC 15), 4=132(LC 3) FORCES. (lb) -Max. Comp./Max, Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., 00pi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 lb uplift at joint 3 and 207 Ib uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A 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 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 - MIT®Ke 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 . 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 1820 B 3CAR BLK T24587900 2813174 E7V SPECIAL 10 .1 Job Reference (optional) kiuiiaers virsibource (viam Lmy, rL), mant LAZY, rL - UMt)r, 1 ST1.5x8, STP I VAJU 5 Jun L LVL I IVII I eK inuutsinus, if 1 Vtl JVI a I V:00: I V eu. I raytl 1 ID:193QGWBBpX3jR187zedm7kz5?ad-rCVtKLV12zmLyjNNl6bjXn9?gsokkvl EOL_LRcz_pMJ 7.0.0 7.0.0 m ai N. Scale.= 1:23.2 Plate Offsets (X Y)-- [2:0-4-7 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Ud -_PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53. Vert(LL) -0.12 2-4 >674 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) . -0.24 2-4 >337 180 BCLL 0.0 Rep Stress Incir . YES WB. 0.00 HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 25 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP M 31 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. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=237(LC 10) Max Uplift 3=-184(LC 10), 2=; 204(LC 10) Max Grav 3=205(LC 15), 2=350(LC 15), 4=132(LC 3) :. FORCES. (lb) - Max. Comp./Max.: Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16;.Vu1t=166mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces &.MWFRS for reactions shown; Lumber DOL=1.60 plate grip D.OL=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for. truss to.truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIIfPI 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 184 lb uplift at joint 3 and 204 lb uplift at joint 2. Joaquin Velez PE N6.68182 MiTek USA, Inc.FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 .A WARNING - Verity 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 showri, 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 buckling of Individual truss web and/or chord members only. Additignal_temporary and permanent bracing MITek' 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 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 City Ply 1820 B 3CAR BLIK T24587901 2813174 E7VP SPECIAL 7 1 Job Reference (optional) tdultaers rlrslsource trlam ully,.I-L), riant uny, rL - 0000/, 0.40u 5 Jul I 4 4U4 I IVII I — 111-11Rl5, u... I u0 — . I I I 11.9. I ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-JP2FXhVfpGuCZtyaJp6y4_iAIGAFTMHNFYkvz2z—pMl -1-4-0 7.0.0 t-4-0 7.0.0 !I0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.52. Vert(LL) 0.1.1 2-4 >735 240 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) . 0.09 2-4 >856 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix-P LUMBER- BRACING - Scale=1:23.3 M m' N O C n PLATES GRIP MT20 244/190 Weight: 31 lb FT = 20% TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0.oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=303(LC 10) Max Uplift 3=-181(LC 10), 2=-327(LC 10), 4= 102(LC 6) Max Grav 3=204(LC 15), 2=346(LC 1), 4=132(LC 3) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any'other live loads. 4) ' This truss has been designed for a live load of.20.Opsf on the bottom chord mall areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to.truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 lb uplift at joint 3, 327 lb uplift at joint 2 and 102 lb uplift at joint 4. Joaquin Velei PE No.68182 MiTek USA, Inc. Ft. Ceit 6634 6904 Parke East Blvd. Tampa FL 3361.0 Date: July 6,2021 A WARNING - Verity 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, andis for an Individual building component, not a truss system. Before use, thebuilding designer must verify 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 M W prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the i fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB-69 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 1820 B 3CAR BLK . ' T24587902 2813174 H3 JACK 1 1 Job Reference (optional) iJuaaers hustSource (Plant (Aty, I-L), . Plant city, t-L - 33bbz, U.4J1.1s dun z zuzl MI I eK Inausmes, Inc. I ue JUI b IU:Jb:lz zuzl rage I I D:3xt?Yd6RbYnX016Sf6ghjjz4cnz-nbceki W HaaO3B1 XmtXdBcCFOW ga?CpW XUCTSVUz_pMH -1-10-10 4-2-3 .1-10-10 4-2-3 Scale=1:12.6 a LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES : GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.03 2-4 >999 240 MT20 244/190 TCDL 7.0. Lumber DOL . 1.25 BC .0.14 Vert(CT) -0.02 2-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB : b.00 . Horz(CT) -0.00, 3 n/a n/a BCDL 10:0 Code FBC2020/TP12014 Matrix-P. Weight: 16 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 ... TOP CHORD Structural .wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size). 3=Mechanical, 2=0-4-8, 4=Mechanical Max Horz 2=131(LC 8) . Max Uplift 3=-31(LC 5), 2=-258(LC 8), 4=-60(LC 4) Max Grav 3=62(LC 1), 2=241(LC 1), 4=64(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vulf=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L_=40ft;.eaye=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Des'igner.% Project engineer responsible for verifying applied: roof live load shown covers rain loading requirements specific . to the, use.of this.truss component. . 3) This truss has been designed for, a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3, 258 lb uplift at joint 2 and 60 lb uplift at joint 4. . .7) Hariger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 62 lb up at 1-5-12, and 56 Ib down and 62 Ib up at 1-5-12 on top chord,:and 22 Ib up at 1-5-12, and 22 Ib up at 1-5-12 on bottom chord. The design/selection of such 'connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD.CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate.lnorease=1.25 Uniform Loads (plf) . Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=46(F=23, B=23) 6=22(F=11, B=11) Joaquin Velez PE No.68182: MiTek USA, Inc: FL Cott; 66U 6904 Parke East Blvd. Tampa FL 33610. Date: . ... July 6,2021 . .A 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 his for in 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/7P11 Quality Criteria, DSB789 and BCSI Building Component.. .. .. 6904 Parke East Bldd. Safety Information, available from Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 1820 B 3CAR BLK ' T24587903 2813174 H7 MONO TRUSS 4 1 Job Reference (optional) t5uuaers rtrstz3ource tenant ctty, rat, riani 1,111y, M - 00001, 1-10-10 4-6-7 oR3U s dun Z ZUZ 1 MI t eK rnausirles, Inc. rue jui o I u:ao: r J eue r rage r ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-FnAOyNXvLt8wpB6yQE8Q9PnU_4nuxB9gjsD?i wz—PMG 9-10-1 1 Scale=1:23.0 13 1 JAY — ST1.5x8 STP = 4.6-7 : 9-10-1 4-6-7: 5-3710 Plate Offsets (X Y)-- [2:0-2-4 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.66, Vert(LL) -0.07 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.15 6-7 >778 180 BCLL 0,0 ' Rep Stress Incr NO WB 0.36 HOrz(CT), 0.01 5 n/a n/a BCDL, 10.0 Code FBC2020/TP12014 Matrix-SH Weight: ;43lb FT=20% LUMBER- 6RACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-10-12 oc bracing. WEBS 2x4SPNo.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=239(LC 8) - Max Uplift 4=-167(LC 8), 2=-247(LC 8), 5=-70(LC 5) . Max Grav 4=160(LC 1), 2=452(LC 1), 5=292(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-697/224 BOT CHORD 2-7=-313/629, 6-7=-313/629. WEBS 3-7=0/323, 3-6=-664/330 NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 lb uplift at joint 4, 247 lb uplift at joint 2 and 70 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 62 lb up at 1-5-12, 56 lb down and 62:lb up at 1-5-12, 5 lb down and.68 lb up at 4-3-11, 5 lb down and 68lb up at 4-3-11, and 50 lb down and 138 lb up at 7-1-10, and 50 lb down and 138 lb up at 7-1-10 on top chord, and 22 lb.up at 1.-5-12, 22 lb up at 1-5-12, 11 lb down and 7 lbup at 4-3-11, 11 lb down and 7 lb up at 4-3-11, and 51 lb down'at 7-1-10, and 51 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is -the responsibility of others. 8) In the LOAD CASE(S) section, loads applied.to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard , 1) Dead + Roof Live (balanced): Lumber Increase--1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-54, 2-5= 20 Joaquin Velez PE No.68182, MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 :ontinued on Daae 2 A WARNING - Verify designparameters 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 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 - ANSIITP11 Quality Criteria, DSB49 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 1820 B 3CAR BLK t T24587903 2813174 H7 MONO TRUSS 4 1 Job Reference (optional) k3uuders mrsl50urce (Plant uty, FL), - Plant cny, I-L - 33567, . 8.430 s Jun 2 2021 Mil ek InrJustnes, Inc. I ue Jul 6 10:36:13 2021 Page 2 ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-FnAOyNXvLtBwpB6yQE8Q9PnU_4nuxB9gjsD?lwz- PMG LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=36(F=18, B=18) 7=-11(F=-5, B=-5) 8=46(F=23, B=23) 9=-99(F= 50, B=-50) 10=22(F=11, B=11) 11=-51(F=25, B=-25) A WARNING - Verity 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 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 , . ANSUTPII 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 r.. Tampa, FL 36610 Job Truss Truss Type R Qty Ply 1820 B 3CAR BLK � T24587904 2813174 H7V SPECIAL 3 1 Job Reference (optional) tsuucers mrsmource triani L ny, r-Lj, ream LIry, r-u - aabur, n.4su s dun z zuzi MI 1 eK lnuusmes, inc. i ue uui a i u:JO: 14 zuz i rage i I D:193QG W BBpX3j Rl87zeOm7kz57ad-j_kO9iYX6BGmQLhB_xffhdKh6T96gegpxW yZaNz_pMF ' 1-10-10 5-4-1 9-10-1 1.10-10 5-4-1 4-6.0 12 1 Scale=1:22.9 17 N t0 (b 3x4 = ST1.5x8 STP= 5-4-l' 9-10-1 5-4-1 4-6.0 Plate Offsets (X Y)-- [2:0-1-3 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57: Vert(LL) 0.07 6-7 >099 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 . Vert(CT) -0.11 6-7 >999 180 BCLL 010 ' Rep Stress Incr NO W B . 0.33 Horz(CT) -0.01 5 n/a n/a , . BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:41 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or6-11-4 oc bracing. WEBS 2x4 SP Nq.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=236(LC 8). Max Uplift 4=-166(LC 8), 2=-272(LC 8), 5=-161(LC 5) Max Grav 4=136(LC 1), 2=448(LC 1), 5=295(LC 3) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250'(lb) or less except when shown. TOP CHORD 2-3=-992/637 BOT CHORD 2-7=-703/911, 6-7=-710/907 WEBS 3-7=0/315, 3-6=-894/696 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=O.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) This truss has been designed for a 10.0 psf bottom chord. live load nonconcunent with any other live loads: 4) ' This truss has been designed for a live load of 20.00sf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom;chord and any other members. 5) Refer to girder(s) for' truss to truss connections. 6) Bearing at joint(s) 2 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 166 lb uplift at joint 4, 272 lb uplift at • joint 2 and 161 lb uplift at joint 5: 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 52 lb up at 1-5-12; 67 lb down and 52 lb up at 1=5-12; 80 lb up at 4-3-11, 80 lb up at 4-3-11, and 50 lb down and 174 lb up at 7-1-10, and 50 lb down and.174 lb up at 7-1-10 on top chord, and 23 lb up at 1-5-12, 23-lb up at 1-5-12, 11 lb down and 7 lb up at 4-3-11, 11 lb down and 7lb.up at 4-3-11, and 51 lb down at.7=1-10, and 51 lb down at 7-1.10 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=-54, 2-5=-20 ;ontinued on Daoe 2 Joaquin Velez PE N0.68162. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 .,& WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6119.12020 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,1he.building designer must verify the applicability of design parameters and propery 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 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 7 r Qty Ply 1820 B 3CAR BLK ` T24587904 2813174 H7V SPECIAL 3 1 Job Reference (optional) BUIItlers Flrstsource (plant (Jlty,,l-L), plant uty, t-L - 33557, 8.43U s Jun 2 2U21 mi I eK Incustrles, Inc. I ue JDI 6 1U:36:l4 zuzi rage z ID:193QG W BBpX3j R187ieOm7kz57ad-j_kO9iYX6BGmQLhB_xffhdKh6T96gegpxWyZaNz_pMF LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=49(F=24, B=24) 9=36(F=18, B=18) 10=-99(F=-50, B=-50) 11=23(F=11, B=11) 12=-11(F=-5, B=-5) 13=-51(F=-25, B= 25) A 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, thebuilding designer must verify the applicability of design parameters and property incorporate this design into the overall huilding 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 Ouality 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 1820 B 3CAR BLK �- T24587905 2813174 K20 Hip Girder 1 1 Job Reference (optional) pudaers rustbource Priam Ulty, t-Lb riant aty, rL - 335bc, b.43u S Jun z zuzl mi f eK Inausines, Inc. I ue Jul b l u:soa 5 zuei rage 1 I D:J9w?pBQ34mW MQGbmZiytDpyLuUA-CAlmN2Y9tVOd2vGLYfAuEgtlotTOP5kzAAi66pz-1ME 1-4-0 7-0-0 13-0.0 20-0-0 21-4.0 1-4-0 7-0-0 6.0-0 7-0-0 air 4x8 = NAILED 3 NAILED 46 = NAILED NAILED 4 Scale =1:36.9 ST1.5x8 STP = 3x6 11 4x4 = 6x8 = b 11.5xb b I r = 4x4 = Special Special 4x4 = 7-0-0 13-0-0 20-0-0 - -- 7-0-0 6-0-0 7-0-0 Plate Offsets (X Y)-- [2:0-1-8 Edge] [3:0-5-4 0-2-0] [4:0-3-4 0-2-01 [5:0-1-8 Edge} [7:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud 'PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.20 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT)- -0.24 7-9 >948 180 BCLL 0:0 Rep Stress Incr NO WB 0.35 HOrz(CT), 0.06 5 n/a n/a BCDL 10.0 Code: FBC2020/TP12014 Matrix-SH Weight: 86 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except TOP CHORD . 3-4: 2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2--0-8-0, 5=0-8-0 Max Holz 2=171(LC 7) Max Uplift 2=-954(LC 8), 5=-954(LC 8) Max Grav 2=1827(LC 13), 5=1827(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3284/1555, 3-4=-2912/1465, 4-5=-3285/1555 BOT CHORD 2-9=-1207/2929, 7-9=-1224/2977, 5-7=-1207/2838 WEBS 3-9=-404/1159, 4-7=-418/1191 Structural wood sheathing directly applied. Rigid ceiling directly applied or 5-6-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; 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) 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 954 lb uplift at joint 2 and 954 lb uplift at - joint 5. .e 8) Girder carries hip end with 7-0; 0 end setback. 9) "NAILED" indicates 3-1 Did (0.148"x3").or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 733 lb down and 321 lb up at 13-0-0, and 733 lb down and 321 lb up at 7-0-0 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— 54, 3-4=-70(F=-16), 4-6=-54, 2-9=-20, 1-9=-89(F=-69), 5-7=-20 'ontinued on Daae 2 Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert. 66U 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 & WARNING - Verity 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, anc!Is fog 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 MOWis always required forstability 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 Ouality 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 1820 B 3CAR BLK T24587906 2813174 K21 Hip 1 1 Job Reference (optional) curruers rlrslaource tmanl L.11y,.rL/, rranl UIly, rL - 10001, 0.40U s Jull 4 LUL 1 lvll l un Illuubulub n1U. ...Jul O 1 V.JO. 10 LVL 1 ray. 1 ID:J9w7pBQ34mW MQGbmZiytDpyLuUA-gMs8aOZoeoWUgegX6Mh7n2Pi RHpF8cZ6PgRgeFz_PMD 6-3.6 9-0.0 11-0-0 13.8-10 20-0-0 — 21.4-0 , 6-3-6 2-8-10 2-0-0 2-8-10, 6-3.6 1-4.0 Scale=1:36.7 4x4 = 4x4 = 3 4 m 0 4 4x4 = 3x4 3x4 4x6 — .. a i r .oxJ J i r— ST1.M STP= = = 4x4 = 9-0-0 11.0-0 20.0-0 _ 9-0-0 - 2-0-0 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 TIC 0.52 Vert(LL) -0.15 1-10 >999 240 MT20 244/190 TCDL 7:0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.32 1-10 >730 180 BCLL 0.0 Rep Stress Incr YES WB, 0.13 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2020,rrP12014 Matrix-SH Weight: 90 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-8-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 6=0-8-0 Max Horz'1=-204(LC 8) Max Uplift 1=-334(LC 10), 6=-469(LC 10) Max.Grav 1=711(LC 1), 6=809(LC 1) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or.less except when shown: TOP CHORD 1-2=-1126/870, 273=-916/767, 3-4=-7741710, 4-5=-912/756, 5-6=-1131/842 BOT CHORD 1-10=-576/1003, 8-10=-305/774, 6-8=-539/939 - WEBS 2-10= 353/409, 3-10=-265/338, 4-8= 202/318, 5-8=-336/350 NOTES- 1) Unbalanced roof liveloads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0.4-0 to 4-3-10, Extedor(2R) 4-3-10 to 16-7-5, Interior(1) 16-7-5 to 17-4-6, Exterior(2E) 17-4-6 to 214-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.66 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) 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 334 lb uplift at joint 1 and 469 lb uplift at joint 6. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 3361.0 Date: July 6,2021 .A WARNING - Verity 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 fork 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 • 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 , Qty Ply 1820 B 3CAR BLK T24587907 2813174 K23 Hip Girder 1 2 Job Reference (optional) tsuilaers mrsmource tmani Gay, t'L), rlani Uny, M-:3000t, o.vuv s Muir c cuc, rvn, cn n, uc out . ,w . r c . , oev , ID:J9w7pBQ34mW MQGbmZiytDpyLuUA-BZQXokaQP6eLHoPjf4DMJFyDBhD9tvHGdUBDAiz—PMC 1030 -1-4-0 5-3-0 9-9-0 1 - 0 14-9-0 20-0-0 21-4-0 1-4-0 5-3-0 4-6-0 4-6-0 5-3-0 0-3-0 Scale.=1:38.5 4x4 II 4 I� 0 ---- — 3x8 11 n i uco ow — 7x8 = 3x8 11. 3x8 HTU26 i HTU26 3x8 10-3-0 5-3-6 9-9-0 1 - 0 14-9-0 20-0-0 5-3-0 4-6-0 3 146-0 5-3-0 0-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40, Vert(LL) 0.14 9-11 >999 240 .. MT20 244/190, TCDL 7:0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.19 9-11 >999 180, BCLL 60 Rep Stress Inca NO WB 0.74. Horz(CT) 0.04 6 n/a n/a : BCDL 10.0 Code FBC2020ITP12014 . Matrix-SH Weight:;226 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD: 2x6 SP M 26 BOT CHORD WEBS 2x4SPNo.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=232(1_13 7). Max Uplift 2� 1651(LC 8), 6=-2059(LC 8) Max Grav 2=3159(LC 1), 6=4262(LC 30) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 6405/3152, 3-4=-4664/2360, 4-5=-4668/2362, 5-6=-6786/3192 BOT CHORD . 2-11=-2651/51310, 9-11=-2651/5610, 8-9=-2694/5956, 6-8=-2694/5956 WEBS .3-1.1=-655/1460, 3-9=-1710/922, 5-9= 2447/1054, 5-8= 743/2028, 4-9=-1899/3861 Structural wood sheathing directly applied or 4-7-3 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected -together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 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 ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. _ II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 fora 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 othermembers. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1651 lb uplift at joint 2 and 2059 lb uplift . at joint 6... 9) Girder carries tie-in span(s):.20-0-0 from 6-4-12 to 20-0-0. 10) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 14-10dxl 1/2 Truss, Single Ply Girder) or equivalent at 6-4-12 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. 11) Use Simpson Strong -Tie HTU26 (20.1Od Girder, 11-10dx1 1/2 Truss,, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 8-4,12 from the left end to 1 &0-O'to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber.. 13) Special hanger(s) or other connection device(s) shall be provided at 20-0-0 from the left end sufficient to connect truss(es) to front face of bottom chord. The design/selection of such special connection device(s) is the responsibility of others. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 66U 6904'Parke East Blvd. Tampa FL 3361.0 Date: July 6,2021 W�K a tindard .A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. MII-7473 rev. 5/19/2020 BEFORE USE. Desig valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and:is for an individual building component, not a trustem. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall s sysn building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent Is always required forstability 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 ANSYMI 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 L]ty Ply 1820 B 3CAR BLK T24587907 2813174 K23 Hip Girder 1 2. Job Reference (optional) ..0 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 M!Tek® 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 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 ANSYTPII 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 Symbols. Y Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y . _ :. i n S S Failure to Follow Could C Property: 6-4-8 . dimensions sions hown in ft-in- ixteenths I Cause 14 offsets are indicated. ( s ) Damage or ersona . njury: Drawin s not to scale Dimensions are in ft-in-sixteenths::.: 1. :Additional stability bracing for truss system, e.g. Apply plates to both sides of truss: 1 2 3 diagonal or X-bracing, is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer. For c1-2 c2-3 wde truss spacing, individual lateral braces themselves 0-116 ay require bracing, or alternative Tor I WEBS c 4 ' ; ... bracing should be considered. .24 p�, N _ M 3. Never exceed the design loading shown and never _ ' O stack materials on inadequately braced trusses. K6' d 4. Provide copies of this truss design to the building d si er erectio u erns p and U O o s e gn n p or,;pro arty owner ~ For 4 x 2 orientation, locate c7-8 c6a c5-6 all other interested parties. BOTTOM CHORDS plates 0- ti,s' from outside 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint This symbol indicates the JOINTS.ARE GENERALLY NUMBERED/LETTERED CLOCKWISE. locations are regulated by ANSIlrPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO . 4 7Design assumes trusses will be suitablyprotected from . connector plates. THE LEFT. the environment in accord. with ANSIlrPI . . *Plate location details available in MiTek.20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT. 8..Unless otherwise noted,: moisture content of lumber NUMBERS/LETTERS. shall not exceed 19% at time of fabrication. software or upon request. 9. Unless expressly noted, this design is not applicable for PRODUCT. CODE APPROVALS use with fire retardant, preservative treated, or green lumber. PLATE SIZE [CC-ES:Reports: 10. Camber is a non-structural consideration and is.the. • The first dimension is the plate responsibility of truss fabricator: General practice info width measured perpendicular ESR-1311, ESR-1352, ESR1988 camber for dead load deflection, 4 x .4 to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 11. Plate type, size, orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.1umber used shall be of the species and size, and ..... _ .. I etter than that.. in all respects :equa to or:b specified. Indicated by symbol shown and/or Trusses are designed for wind; loads in the plane of the 13. Top chords must be sheathed or purlins provided •at . by tent in the bracing section of the truss unless otherwise:shown. spacing indicated on design. output. Use T.or 1 bracing if indicated. Lumber: design values are in accordance with ANSI/TPI 1 14. or less, f no eiling is installeduire: lateral , otherwise noted. section 6.3 These truss designs rely. on lumber values BEARING established by others. . Connections shown a r others..: 15 C ctions not re the responsibility: Do not cut r alter truss member plate p i 16. c o embe or la a without r'or : Indicates location where bearings approval of an engineer.. . (supports) occur. Icons vary but © 2012 MiTekO All Rights Reserved 17. Install and load vertically unless indicated otherwise. reaction section indicates joint number where bearings occur. 18. Use of green or treated lumber may pose unacceptable Min size shown: is for crushing only. ��� environmental, health or performance risks. Consult with project: engineer before use. Industry Standards: 19. Review all portions of this design (front, back, words ANSI/TPI1: National Design Specification for Metal and pictures) before use. Reviewing pictures alone Cis not sufficient. 9 p- . Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. 20. Design assumes manufacture in accordance with BCSI: Building Component Safety Information, ANS1fTPl 1 Quality Criteria: Guide to -Good Practice_for Handling, MiTek 21.The design does not take into account any dynamic: • Installing & Bracing of Metal Plate or other loads other than those expressly. stated. Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev.,5/19/2020