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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 D Maitland, Florida 32751 228?1aP: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES May 12, 2021 Building Department Ref: Adams homes Lot: Lot 5 Blk.1 Subdivision: Fort Pierce - Waterstone Address: 5440 Lugo St. Model: 2000 B RHG 3CF KA # 21-4883 Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Builders First Source 4/30/21 2742547 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, 5/12/2021 Carl A. Brown, P.E. FL. # 56126 5/12/2021 Scott Lewkowski, P.E. FL.#78750 o'���eballorrpso eo J�5 p ABL o eee0 � � 1 C. E %v , •�% FP a 7 No 87 a S R A :O °• � T OP 0 0 Luis'P b . CIAe�,`��.E. FL. # 8786 FDS Engineering Associates, A TSG Company G°Your Building Code Experts" 38-08-00 77 U ✓ o i u 3V 3 2 UL a O 5V C5 1 I 3-PLY \!/ \ ' I \\ \ �7 7 \ \ 11 3/12 VAULT 1AlIC \ \ \ \ ,T CLG. A \ \ \ 3/12 VAULT ODD SPACE \ i 10-00-00 G—V IR —F Iw IILL_l I �� 0 38-08-00 I O O O O 1\ iw��N I. I�NOWS la IP I 1 Fowl _II -'I ' 1 ,1 ' 11/11 SIMPSON CONNECTOR SCHEDULE ROOFTRUSS FLOOR TRUSS an 11 YODEL ROOF sYYBd I n YODEL w SYYBOL o a• LUS2< tur at, a A HIu. 2ad0 lass uA C N]Uffi2 29C0 JtC 0 A H]UM Is. ryr o E ­ a;55 V55 1LE B Nrfr2e ase0 2I. 1I- G HfL526a G9v5 v J to o NIUffi2 96m 21n Jto O HG19310I a'.— J W D H]U2sa i65U — Jt0 L HHUS18 Z]90 1s50 ILL E NGU— SaA 2-1 LE Y 1HM22 Us 1955 1 lM F Hau 2 ] 323a J tF N THaew22 86s Saa 1 L. r G Nou— a]]] 21sa 1 to O 1HaQe 4550 leas 1 l0 0 N NG1628a ]a60 OY19 J IN SPE�AI. ss J to ACCESSORIES N SPECIAL 0 ],9 W W.ON PIATES ACCESSORIES-11 aFArwa]Es D aerlalL DHPra]Fs SCREWS BOLTS sEA]PUTEs no Yoe. SCREWS 11 BOLTS Sos lY•aY YODEL YODEL 0 Sa51Y'a4f 1R'WaSNFAse o S0.1- -cARR.BOLTS O anal. aE 1?NUB o sosur-- l wasHaes ., It A �'{ �'(C;m. L I,�,., I:;r 1 j U' o sos lY•as• 12 Yurs MISCELLANEOUS ROOF TRUSS FLOOR TRUSS O Y aecoa. 17 Reviewed and Approved IJ Revise and Resubmh ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comment rode can equipment submittals or shop drawings during this review do not relieve contractor from compliaaco with requirement of the drawings ad sperificatiao. '1Lis check is only for review of general confonnourec with the concept of the project and general cornpli with the informationmoant given in the contract doc. The con nector is respooible for coafD®ng and correlating all quantities and dimensions; selcetiag fabrication processes and teclniques of construction; coordiaTtwg his work with that of oll other Iradm and performing his work in a safe and satisfactory anmer FDS ENGINEERING ASSOCIATES Date,. 05nwrt21 By: i5 Submittal No.: PrajectNo.: 214881 Pmjw Ea&: LuisT Project Name: Adams He.. -Fort Pierce -Waterstoae-Let 5 BI1 VEWFY ALL DINENSIONS AND CEIUNG CONDITIONS PRIOR TO APPROVAL ` SONE MIUNG FMWNG MOUIRED IN FIELD BY BUILDER MAIN WIND FORCE REStTmO SYSTEMICC NYBWO WEND ASCET•18 IM PORTANT ENCLOSEDRE CATEGORYC OCCUPxcYCATEGGRYE Th' Drawing Must Be Approved And W LGAD 1BO NPH WIND NPOWANCE FACTOR IM umed Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURRENT WITH ANY OTHER LNE LOADS Dimensions And Conditions Prior To APBELO Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES ND DIMENSIONS HAVE TCLL: 20 PSF TCLL, 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF By Date BCDL: 10 PSF BCDL: 5 PSF TOTAL: 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 CAUTION!!! 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. (ie. 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 Backcharges Will Not Be Accepted 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: 2 X 4 OVERHANG LENGTH: IV' END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend BUILDER: Adams Homes PROJECT: Single Family MODEL: KIU LANAI ADDRESS: 6440 LUGO ST LOT I BLOCK: 611 SUBDIVISION: WATERSTONE CITY: FT PIERCE DRAWN BY: KSANCHEZ JOB # : 1 2742547 DATE: ON2812021 1 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) 306-1301 ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 2742547 - MiTek USA, Inc. Site Information: 66904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2742547 Model: 2000 iT8t ,�L 33610-4115 Lot/Block: 5/1 Subdivision: WATERSTONE - 5440 LUGO ST Address: 5440 LUGO ST, . 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: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 48 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T23753108 A09 4/30/21 23 T23753130 C3 4/30/21 2 T23753109 A10 4/30/21 24 T23753131 C3P 4/30/21 3 T23753110 All 4/30/21 25 T23753132 C3S 4/30/21 4 T23753111 Al2 4/30/21 26 T23753133 C3V 4/30/21 5 T23753112 A13 4/30/21 27 T23753134 C5 4/30/21 6 T23753113 A14 4/30/21 28 T23753135 C5P 4/30/21 7 T23753114 A15 4/30/21 29 T23753136 C5S 4/30/21 8 T23753115 A16 4/30/21 30 T23753137 C5V 4/30/21 9 T23753116 A18 4/30/21 31 T23753138 D01 4/30/21 10 T23753117 A19S 4/30/21 32 T23753139 D02 4/30/21 11 T23753118 A20S 4/30/21 33 T23753140 D03 4130/21 12 T23753119 A21 S 4/30/21 34 T23753141 E4 4/30/21 13 T23753120 A22S 4/30/21 35 T23753142 E4A 4/30/21 14 T23753121 A23S 4/30/21 36 T23753143 E7 4/30/21 15 T23753122 A24S 4/30/21 37 T23753144 E7P 4/30/21 16 T23753123 B01 A 4/30/21 38 T23753145 E7V 4/30/21 17 T23753124 B02 4/30/21 39 T23753146 G01 S 4/30/21 18 T23753125 B06 4/30/21 40 T23753147 G02S 4/30/21 19 T23753126 Cl 4/30/21 41 T23753148 G06S 4/30/21 20 T23753127 C1 P 4/30/21 42 T23753149 G07S 4/30/21 21 T23753128 C1 S 4/30/21 43 T23753150 G08S 4/30/21 22 T23753129 C1 V 4/30/21 44 T23753151 H7 4/30/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. ���� �i under my direct supervision based on the parameters �.`�.PQU�N• VF<F provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin 6882. My license renewal date for the state of Florida is February 28, 2023. * •: IMPORTANT NOTE: The seal on these truss component designs is a certification STATE OF 44/ that the engineer named is licensed in the jurisdiction(s) identified and that the Q,00 4u �•, designs comply with ANSI/TPI 1. These designs are based upon parameters 'c Q;•' Z. shown (e.g., loads, supports, dimensions, shapes and design codes), which were �s�F +� O R 1 �: 011 given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the �J���O N A; preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, Joaquin Velez PE No.6 1. 82 the building designer should verify applicability of design parameters and properly MlTekllSA,:Inc. FLC046634: incorporate these designs into the overall building design perANSI/TPI 1, Chapter2. 6904Parke EastBlvd. TampaFL33610 Date: April 30,2021 Velez, Joaquin 1 of 2 RE: 2742547 - MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2742547 Model: 2000 B 3CAR Lot/Block: 5/1 Subdivision: WATERSTONE - 5440 LUGO ST Address: 5440 LUGO ST, . City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T23753152 H7P 4/30/21 46 T23753153 H7V 4/30/21 47 T23753154 L01 4/30/21 48 T23753155 L02 4/30/21 2 of 2 Job Truss Truss Type Qty Ply T23753108 2742547 A09 Roof Special 9 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:19 2021 Page 1 ID:6gDIOH2OVegl Nk1 sxoNemzyuULB-h7lCJMXt6CeeRdharBQbomtT3DrGJLVIiR1_4mzMAh6 r1-4-0, 6-1-14 B-B-0 13-1-12 19-4-0 25-6� 30-0-0 32-6-2 38-8-0 p0-0-q 1-4-0 6 1-14 2-6-2 4-5-12 6-2-4 6 2-0 4-5 12 2-6-2 6-1-14 5x6 4x8 %% 4xt1 11 5x8 4x12 3.00 12 Scale = 1:70.4 8-8-0 16-3-7 224-9 30-0-0 38-8-0 8-8-0 7-7-7 6-1-2 7-7-7 Plate Offsets (X,Y)-- [2:0-2-15,0-0-5), [2:0-0-3,1-11-7), [3:0-3-0,0-3-0[, [9:0-3-0,0-3-0), [10:0-0-3,1-11-71, [10:0-3-11,0-1-21, [12:0-6-12,0-5-0), [16:0-5-8,0-5-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.63 15-16 >741 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.87 15-16 >531 180 BCLL 0.0 Rep Stress [nor YES WB 0.83 Horz(CT) 0.52 10 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 236 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-425(LC 10) Max Uplift 2=-920(LC 12), 10=920(LC 12) Max Grav 2=1723(LC 17), 10=1723(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5814/2847, 3-4=-5556/2678, 4-5=-5571/2794, 5-6=-2890/1679, 6-7=2825/1672, 7-8=-5247/2783, 8-9=-5238/2679, 9-10=-5497/2858 BOT CHORD 2-16=2432/5647, 15-16=-1344/3401, 13-15=-696/2202, 12-13=-1368/3026, 10-12=-2465/5029 WEBS 6-13=61411320, 7-13=-1139/780, 7-12=1086/2370, 6-15=-610/1380, 5-15=-12051776, 5-16=109412569. 3-16=-275/281, 9-12=285/280 \\\liilllll�� NOTES- 1) Unbalanced roof live loads have been considered for this design. 0 . �/f[�e�� � P.Qv I N �/F� ♦♦�♦ 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. �; .•� G EN' r'..` •• 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Exterior(2R) ♦ .'� V F 19-4-0 to 23-4-0, Interior(1) 23-4-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 No, 68.182 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 9'_ • S F •" will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ��..t��•:.t�. S) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ~capacity bearing Q�.' _ �� ♦i� ofsurface. 7) Provide truss to bearing 100 lb R.•`��,�� �j ls� • • • • mechanical connection (by others) of plate Capable of withstanding uplift at joint(s) except Qt=lb) �\ ��� 2=920, 10=920. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 46a461n.Velez PE N6.68182 MiTek USA; Inc. FL Ceft 66A .6904 Parke East Blvd, Tampa FL 33610 bkt April 30,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23 753109 2742547 A10 ROOF SPECIAL 1 1 Job Reference (optional) ource triant uny, rLI, riani cny, rL - eaooi, t1.43u s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:23 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-Zu6j9kaOAR84wF_L41VXyclBcgCeF7QLd37CDXZMAh2 19-8.0 1-4-0 6-1-14 8-&0 13-1-12 19-0-0 1 22-4-9 25-6-4 3%0-0 32-1 38-8-0 0-0-0 1.40 6-1-14 2-6-2 4.5-12 5.10-4 W. 2-8-9 3-1-11 4.5.12 2-6-2 6-1-14 1-40 0-4-0 Scale = 1:73.2 6x8 = , 6.00 FIT 4x8 11 5x8 4x12 3.00 12 4x8 I! i 8-8-0 16-3-7 18-0-0 22-4-9 30-0-0 38-8-0 8-8-0 7-7-7 1-8-9 4-4-9 7-7-7 8-8-0 Plate Offsets (X,Y)-- [2:0-0-3 1-11-7] [2:0-2-15 0-0-9] [4:0-3-0 0-3-0] [6:0-4-0 0-0-8] [8:0-3-0 0-3-0] [10.0-0-3 1-11-7] [10.0-4-11 0-1-6] [12:0-6-12 0-5-0] [16.0-7-4 0-5-4] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.57 12-13 >813 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.81 15-16 >576 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.49 10 n!a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 235 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins. 1-4,8-11: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 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, 10=0-8-0 Max Horz 2=-422(LC 10) Max Uplift 2=-920(LC 12), 10=920(LC 12) Max Grav 2=1724(LC 17), 10=1724(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (ib) or less except when shown. TOP CHORD 2-3=-5837/2866, 3-4=-5578/2699, 4-5=-5587/2802, 5-6=-2894/1679, 6-7=-2828/1672 7-8=-5262/2795, 8-9=-5259/2701, 9.10=-5515/2878 BOT CHORD 2-16=2450/5660, 15-16=-1349/3403, 13-15=-704/2219, 12-13=-1376/3029, 10-12=-2485/5047 WEBS 6-13=607/1300, 7-13=-1118/778, 7-12=1094/2378, 6-15=-604/1359, 5-15=1183/775, 5-16=1100/2578, 3-16=-261/265, 9-12=272/265 'tti'11111111/ jib', TES- 1) Unbalanced roof live loads have been considered for this design. :���,,`�OPaG E S���c',♦♦♦ 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 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 2-8-0, Interior(1) 2-8-0 to 19-4-0, Exterior(2R) i N 68.192 10-4-0 to 23.4-0, Interior(1) 23-4-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 ` o 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. '0.3 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 20:0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 • .� ST OF �W. wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at 2, 10 to ANSI/TPI ♦ T•-All ♦IS • \ joint(s) considers parallel grain value using 1 angle to grain formula. Building designer should verify R i� •"�� ��j� 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 Qt=lb) = 2920 1 Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Gent 6634 6.904: Parke East Blvd. Tampa FL 33610 oaten April 30,2021 ® WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I79/2020 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. " is always required for stability and to prevent collapse with possible personal. injury and property damage. For general guidance regarding the piTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 quality Criteria, DSB-89 and SCSI Building Component -6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23753110 2742547 All Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City,.FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:25 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-WHETZQceh2On9Y8kBSX?l 17THexNjl ge4NU I IPzMAhO rl-4-0, 6-11-13 8-8-0 , 12-3-11 4-M 21-8-0 26-4-5 30-0-0 38-8-0 p0.0-Q 1-4-06-11-13 1-8-0 3 7-11 4-BS 4-8-0 4-B 5 3-7-11 B-8-0 5x8 = 6.00 12 5x6 = Scale = 1:73.8 4x8 4x8 % 3.00 Fl2 &8-0 17-0-0 21-8-0 30-0-0 38-8-0 r 8-8-0 8-4-0 4-8-0 8-4-0 8-8-0 Plate Offsets (X Y)-- [2:0-5-15,0-0-2] [3:0-3-0 0-3-0], [5:0-6-0,0-2-8], [6:0-3-0,0-2-0], [8:0-3-0,0-3-0], [9:0-5-15,0-0-2], [11:0-6-4,0-4-12], [15:0-6-4,0-4-12] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.57 14-15 >807 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.76 14-15 >607 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.46 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 228 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3,8-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=378(LC 11) Max Uplift 2=-920(LC 12), 9=-920(LC 12) Max Grav 2=1503(LC 1). 9=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4795/2773, 3-4=-4746/2972, 4-5=-2418/1596, 5-6=-2130/1527, 6-7=-2421/1609, 7-8=-474513003,8-9=-4794/2804 BOT CHORD 2-15=2328/4481, 14-15=-1476/2927, 12-14=-90412127, 11-12=-1525/2892, 9-11=2389/4342 WEBS 3-15=349/405, 5-14=-435/856, 6-12=429/809, 8-11=355/405, 4-15=-1170/2126, 4-14=11131785, 7-12=-1041/791. 7-11=118711979 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=6.Opsf; h=25ft; 6=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2E) 17-0-0 to 21-8-0, Exterior(2R) 21-8-0 to 27-3-14, Interior(1) 27-3-14 to 40-0-0 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 atjoint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify W capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 2=920, 9=920. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �►11IIIIIfII % . % ,O Uo .6,8. 82 :XZ Sf TE. OF `Ak- ♦ Joaquln Velez PE Nd:6M'82 Mrrek USA, Inc. FL Left 6634 6964Yuke East,Blvd. Tampa FL 3300 Date: April 30,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 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 s Truss Type Qty Ply TA T23753111 2742547 Hip Truss 1 TJob Reference (optional) auurce (Piano City, FL), Plant City, FL - aabti/, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:26 2021 Page 1 ID:20VQZH In 97x9G5M9NmJalQz3Stx-_TomidGSLWenijwlA2EaFffF1 EcSZcnJ1 EsgszMAh? 1 4 7-3 3 8-8-0 15-0-0 23-8-0 30-0-0 1-4-1 38-8-0 0-0 1-4-0 7-33 4-14 6-4-0 8-8=0 14-0 -4-14 7-31 1-4-0 6.00 FIT 5x6 = 3x4 = 5x6 = 256 26 7 27 5x8 5x8 3.00 F12 23-8-0 38-8-0 Scale = 1:73.8. 0 c? N ICS ch o_ 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 FBC2020/TP12014 CSI. TC 0.81 BC 0.95 WB 0.55 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) 0.59 12-13 >786 240 Vert(CT) -0.86 13-15 >542 180 Horz(CT) 0.52 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 225 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15. 8-13 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=337(LC 11) Max Uplift 2=-920(LC 12), 10=920(LC 12) Max Grav 2=1734(LC 17), 10=1733(LC 18) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5729/2900,3-4=-5560/2861, 4-5=-3218/1771, 5-6=-2814/1671,6-7=-2722/1689, 7-8=-3064/1762, 8-9=5304/2891, 9-10=-5476/2932 BOT CHORD 2-16=2465/5463, 15-16=-2243/5079, 13-15=-1223/2936, 12-13=-2298/4600, 10-12=-2526/4972 WEBS 4-16=617/1604, 4-15=-2255/1208, 5-15=-485/1131, 7-13=-426/1106, 8-13=-2159/1233, 8-12=623/1508, 6-15=-320/221, 6-13=-284/198 NOTES- 1) Unbalanced roof live loads have been considered forthis design. %%J1t� 11ill111 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 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 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2R) ,�1 lI� I N• 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 23-8-0, Exterior(2R) `,,�OPQV •• 23-8-0 to 29-3-14, Interior(1) 29-3-14 to 40-0-0 zone;C-C for members �� , - Ci E N i� S�:`••.. 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 this truss NO 68182 use of component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenfwith 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 M. will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSi/TPI 1 angle to formula. Building designer i i 3 S T#.%OF grain 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) R %- ���'ss;o, 9) This truss design that 7/16" �, N Q requires of a ministructural wood sheathing be applied directly to the top chord and 1/2" gypsum �N sheetrock be applied directly to the bomum ttom chord. Joaquin Vefez PE Nd.68182 Mfiek USA. Inc. FL bed 6634 6904 Parke 69,Blvd. Tampa FL 33610 Date: April 30,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. -- Design valid for use only with MiTek®conneetors. 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 ANS11TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety/nformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23753112 2742547 A13 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:28 2021 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-wswcCReX_zmM00tJsa4ifgl_MryJwNx4mLjyukzMAgz r1 4 0, 8-8-0 13-0-0 19-4-0 25-8-0 30-0-0 38-8-0 QO-01a 1-4-0 8.8-0 44-0 6-4-0 6-4-0 4-4-0 8-8-0 1-4-0 6.00 FIT 5x8 i 48 ::Z: 3.00 FIT LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3,7-9: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=295(LC 10) Max Uplift 2=920(1_C 12), 8=-920(LC 12) Max Grav 2=1503(LC 1), 8=1503(LC 1) 22 2x4 11 235 24 25 5x8 4x8 Scale = 1:73.2 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.83 Vert(LL) 0.64 11 >722 240 MT20 244/190 BC 0.81 Vert(CT) -0.87 10-11 >535 180 WB 0.95 Horz(CT) 0.48 8 n/a n/a Matrix -AS Weight: 210 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4813/2822, 3-4=-4763/3042, 4-5=-3182/2048, 5-6=-3182/2048, 6-7=4763/3074, 7-8=-4813/2854 BOT CHORD 2-13=2376/4397, 11-13=-1365/2733, 10-11=-1392/2733, 8-10=-2438/4362 WEBS 3-13=376/481, 4-13=-1338/2243, 4-11=257/703, 5-11=-374/409, 6-11=-256/703, 6-1O=1357/2120, 7-10=-379/481 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=6.Opsf; h=25ft; 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 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 25-8-0, Exterior(2R) 25-8-0 to 31-3-14, Interior(1) 31-3-14 to 40-0-0 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 ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=920, 8=920. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �{11HIll/�� `%0. ���� PQU LN VFW ��i�i No 68182 :9 ST. OF :*14/: Joaquin Velez PE Nd.68182 MiTek USA, Inc. FL Cert 6634 ,6904:Parke East Blvd; Tampa FL 33610 Date: April 30,2021 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 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. safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23753113 2742547 A14 Hip Truss 1 1 Job Reference (optional) s rlrst5ource (Plant City, FL), Plant City, FL - 3356/, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:292021 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-02T_Pnf9lGvDeAS VQ IbxCtH8TFlgfgtD??S WQBzMAgy r1-4-01 8-8-0 11-0-0 19-4-0 27-8-0 30-0-0 38-8-0 AO-O-Q 1 4-0' HO ' 8 4-0 8-4-0 2-4-0 8-8-0 6x8 = 7x8 = 6x8 = 22 23 5 24 25 6 „ 4x8 4x8 3.00 12 8-8-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.1 'Except* 4-5,5-6: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-254(LC 10) Max Uplift 2=-920(LC 12), 8=-920(LC 12) Max Grav 2=1503(LC 1), 8=1503(LC 1) Scale = 1:71.7. CSI. DEFL. in floc) I/dell L/d PLATES GRIP TC 0.87 Vert(LL) 0.66 11 >703 240 MT20 244/190 BC 0.80 Vert(CT) -0.87 10-11 >536 180 WB 0.90 Horz(CT) 0.47 8 n/a n/a Matrix -AS Weight: 220 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4822/2804, 3-4=-4756/3053, 4-5=-4211/2614, 5-6=-4211/2614, 6-7=-4756/3084, 7-8=-4822/2836 BOT CHORD 2-13=2354/4369, 11-13=-1670/3243, 10-11 =-1 692/3243, 8-10=2415/4369 WEBS 3-13=325/480, 4-13=-117211881, 4-11=579/1199, 5-11=-555/580, 6-11=-578/1199, 6-10=1188/1785, 7-10=-331/479 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 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 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterjor(2R) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 27-8-0, Exterjor(2R) 27-8-0 to 33-3-14, Interior(1) 33-3-14 to 40-b-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 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=920, 8=920. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. %0 P,CQV.I N •` V � i��,, i NO, 68182 9' • S V F %.Rti % Joagtiln Velez PE Nti.68132 MiTek WA, Inc. FL tort 6634. .6904:Parke East, Blvd. Tampa FL 33610 Date:. April 30,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is form individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Intormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T23753114 2742547 A15 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:31 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-KQbkgThPHu9xtTbtYjePHINV_2yt7nJ WSJxdU3zMAgw r14-0, 6-2-7 9-0-0 15-10-11 22-95 29-8-0 32-5-9 38-8-0 40-0-Q 1-4-0 6-2-7 2-9-9 6 10-11 6-10-11 6-10-11 2-9-9 6-2-7 '14-0 7x8 = 6.00 F12 3x8 i 3.00 12 4x4 = 26 27 5 28 4x6 = Scale = 1:71.7 7x8 = 7x8 = 6 29 30 31 7 3x4 8 0? 0 ST1.5x8 STP = rtv 32 33 13 d 12 11 9 10 N 3x12 = 7x8 = 2x4 II Io 3x8 6-2-7 8-8-0 15-10-11 22-9-5 30-0-0 32-5-9 , 38-8-0 , 6-2-7 2-5-9 7-2-11 6-10.11 7-2-11 2-5-g 6-2-7 Plate Offsets (X,Y)-- 12:0-2-9 0-1-81,[4:0-5-12,0-2-121,[6:0-4-0,0-4-81,[7:0-5-12,0-2-121,[9:0-2-9,0-1-81,[12:0-4-0,0-3-41,[16:0-4-0,0-3-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.99 13-15 >468 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.24 13-15 >374 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.62 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 220lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6,6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 *Except* WEBS 1 Row at midpt 4-15, 7-13 2-16,9-12:2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 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 Harz 2=212(LC 11) Max Uplift 2=920(LC 12), 9=-920(LC 12) Max Grav 2=1503(LC 1), 9=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4653/2760, 3.4=-4575/2722, 4-5=-5609/3407, 5-6=-5605/3369, 6-7=-5607/3372, 7-8=-4575/2746, 8-9=4653/2788 BOT CHORD 2-17=234014185, 16-17=-2357/4223, 15-16=-2061/3939, 13-15=-3060/5607, 12-13=-2080/3939, 11-12=2415/4223, 9-11=-2397/4185 `%J11111111 jI WEBS 4-15=-1061/1874, 5-15=-462/436, 6-13=-422/445, 7-13=-1051/1871, IIN•V 7-12=642/1182 %0% G.E,N NOTES- �� .'�v� 1) Unbalanced roof live loads have been considered for this design. NO 68182 •,">k. Wi 2) nd: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. �_ ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extericr(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 * ;� ,to 14-7-14, Interior(1) 14-7-14 to 29-8-0, Exterior(2R) 29-8-0 to 35-3.14, Interior(1) 35.3-14 to 40-0-0 zone;C-C for members and = forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 (r 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ��' :. S F (V to the use of this truss component. 10 0 0; ((j 4) Provide adequate drainage to prevent water ponding. S�} This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ;j �i ��' : R' i •'�` '�� 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 atjoint(s) 2, 9 considers parallel to grain value using ANSI/TPI 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 Qt=lb) M[Tek USA, Inc. FL Cett 6634 2=920, 9=920. 6804 Parke E )stiBivd. Tampa FL 33610 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Date: sheetrock be applied directly to the bottom chord. April 30,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ��' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Qualily 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 T23753115 2742547 A16 HIP TRUSS 1 q J Job Reference (optional) nuuaers rirst5ource (viant cgy, FL). F'lant city, FL - 33b6/, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:33 2021 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-HpjUF9ifpVPf6nlGf8gtMjSvLsjMbiXpwdQjZyzMAgu 33.5.7 11-0-0.-0-0 I 13-3-0 19-1425.5-0 31-03.-8 31 1-0 38-8-0 o--0--14 t4-10 17.5 -0 6-1.0 014-8 5-2-9 A14-00 1-9.7 Scale = 1:71.5 6x8 = 6.00 F12 7x8 = 4x4 = 7x8 = _2x4 10x12 _ 2x4 Z�- 3 4 17 5 618 19 7 rxlU � ST1.5x8 STP = 3.00 12 13-3-0 5x6 = 31-3-8 ST1.5x8 STP = 5x6 ZZ 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 0.56 Vert(LL) 1.08 14 >417 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -1.12 14 >405 180 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.42 9 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-S Weight: 752 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 'Except` TOP CHORD Structural wood sheathing directly applied. or 5-11-8 cc purlins. 7-10: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. BOT CHORD 2x6 SP No.2 'Except' 13-16,11-13: 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 9=0-8-0 Max Harz 1=-166(LC 6) Max Uplift 1=1998(LC 8), 9=-2128(LC 8) Max Grav 1=3502(LC 13), 9=3557(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12384/6993, 2-3=-13154/7412, 3-4=-17851/10336, 4-5=17851/10336, 5-6=-20336/11861, 6-7=-18154/10559, 7-8=-12893/7284, 8-9=12540/7085 BOT CHORD 1-16=6230/11414, 15-16=6898/12826, 14-15=11591/20409, 12-14=10396/18331, 11-12=-6741/12416,9-11=-6329/11483 WEBS 3-16=1817/3714, 4-15=-750/795, 5-14=159/392, 6-14=1278/2156, 6-12=1545/1264, 7-11=1850/3762,2-16=-737/1358,8-11=-454/867,3-15=-3274/5427,5.15=2728/1589, 7-12=3669/6028 NOTES- 1) 3-ply truss to be connected together with 1 Od (0.131"xY) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x4 - 1 row at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x8 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except 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; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (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) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing atjoint(s) 1, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) ContiliettWgrigabU /t111111JfII Pp(U I N r U6 68182 Z� S OF 44/ N AA �II,III:i./ Joaquin Velez PE N6.68182 Mriek USA, Inc. FL Celt 6634 ,69d0arkeEaet Blvd. Tampa FL 33610 Date: ADM 30.2021 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH 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 T23753115 2742547 A16 HIP TRUSS 1 q J Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:33 2021 Page 2 ID:20VQZHln97x9G5M9NmJalQz3Stx-Hpj UF9ifpVPf6nlGf8gtMjSvLsjMbiXpwdQjZyzMAgu NOTES- 11) Girder carries hip end with 7-0-0 end setback. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at 31-8-0, and 802 lb down and 391 lb up . at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pl) Vert: 1-3=-54, 3-7=-112(F=-58), 7-10=-54, 1-20=-20, 16-20=42(F=-22), 11-16=42(F=-22), 11-21=-42(F=-22), 9-21=20 Concentrated Loads (lb) Vert: 20=475(F) 21=475(F) ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TF11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type qty Ply FHIuPss T23753116 2742547 A18 1 1 Job Reference (optional) ounuers rlrstaource triant auy, M), viant uay, rL - 33Cb/, 5.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:34 2021 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-I?HtSUllapXWkxKSDrB6vx7 JGysK6Wz8HAH5OzMAgt r1-4-0, 6-1-1 6-9-15 13-3-0 17-10-0 20-10-0 25-5-0 29-111 32-6-15 38-8-0 AO-0-0 1-4-0 6-1-1 2-8 14 4-5 1 4-7-0 3 0-0 4-7-0 4-5-1 2-8 14 6 1-1 0 0 6.00 12 4x8 -Z: 3.00 F12 5x6 = US = 5x8 = 4x8 Scale = 1:73.8 8-8-0 17-10-0 20-10-0 30-0-0 38-8-0 B-B-0 9-2-0 3-0-0 1:1 8-8-0 Plate Offsets (X Y)-- [2:0-1-14 Edge] [4.0-3-0 Edge] [7:0-3-0 0-2-0] [8.0-6-0 0-2-8] [11.0-3-0 Edge] [13.0-1-14 Edge] [15.0 1 12 Edge] [19.0 1 12 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.78 15-16 >594 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -1.14 15-16 >406 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.61 13 n/a nla BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 214 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. 2-19,13-15: 2x4 SP No.1 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=395(LC 11) Max Uplift 2=-920(LC 12), 13=920(LC 12) Max Grav 2=1503(LC 1), 13=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4730/2778, 3-5=-4521/2613, 5-6=-4573/2774, 6-7=-2276/1511, 7-8=-1995/1422, 8-9==2274/1513, 9-10=-4573/2806, 10-12=-4521/2645, 12-13=4731/2808 BOT CHORD 2-19=2360/4466, 17-19=-1303/2693, 16-17=-809/1992, 15-16=-1349/2657, 13-15=-2420/4266 WEBS 3-19=168/257, 5-19=-259/269, 6-19=1102/2140, 6-17=1043/764, 7-17=-4711800, 8-16=474/819,9-16=982/772,9-15=-1122/2006,10-15=-252/267,12-15=-188/257 NOTES- `,� PQUIN VF� ICI 1) Unbalanced roof live loads have been considered for this design. Wind: ,�� ,� • • G E' ��� 2) ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-10-0, Exterior(2E) i 17-10-0 to 20-10-0, Exterior(2R) 20-10-0 to 26-5-14, Interior(1) 26-5-14 to 40-0-0 zone;C-C for members and forces & MWFRS for ; No, 68182 reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 it ,• ;: *. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific = to the use of this truss component. : =p , �• 4) Provide adequate drainage to prevent water ponding. S OF 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 live load 20.Opsf the bottom in ��. T • �' a of on chord all areas where a rectangle 3-6-0 tall by 2-0-0 wide Q;.' �� �j VD. will fit between the bottom chord and any other members. 7) Bearing . •.; 0 R • • • • • •�` atjoint(s) 2, 13 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify"• bearing �,' ��Q N A' capacity of 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=920, 13=920. Joaquin Velez K N6,66182 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum M[Tek USA, Inc. FLBelt.66A. sheetrock be applied directly to the bottom chord. 6904:1pailce East Blvd. Tampa FL 33610 0atti April 30,2021 A WARNING - verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19f2020 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, 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 BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply T23753117 2742547 A19S Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 2813:15:36 2021 Page 1 I D:hKY1 ep9FiDwfFyJCybTuLLyv92?-hOPdtAkY6QnEzEUrKGDa_M4JJ3f Wo1 EFcbfOAHzMAgr r1-4-0, 5-11-1 8-8-0 15-10-0 19-8-0 22-1%0 29-M 38-B-0 '1-4-0' S-11-1 2-B-15 7-2-0 3-10-0 3-2-0 6-11-0 8-11-0 Scale = 1:68.5 5x6 = 4x6 = 5x8 = 6.00 12 5 26 6 27 7 14 13 12 '' 10 4x8 � 3.00 12 2x4 1 6 = Sx8 = 3x2x4 11 3x6 = 8-8-0 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 FBC2020/TP12014 CSI. TC 0.96 BC 0.92 WB 0.80 Matrix -AS DEFL. in (loc) Well Lid Vert(LL) 0.61 16-17 >757 240 Vert(CT) -0.79 16-17 >589 180 Horz(CT) 0.41 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 218lb 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. Except: 2-17,15-17: 2x4 SP No. 1, 6-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-16, 7-12, 8-12 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=348(LC11) Max Uplift 2=-921(LC 12), 9=-803(LC 12) Max Grav 2=1506(LC 1), 9=1432(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4711/2918, 3-4=-4568/2846, 4-5=-2622/1710, 5-6=-2286/1651, 6-7=2409/1705, 7-8=-1991/1401, 8-9=-2635/1656 BOT CHORD 2-17=2563/4371, 16-17=-2320/4049, 15-16=-1197/2422, 10-12=-1331/2301, 9-10=1332/2300 WEBS 4-17=535/1191, 4-16=-1945/1266, 5-16=-394/811, 6-16=-397/174, 12-15=1006/2093, 7-15=838/1607, 7-12=-873/406, 8-12=-820/606, 8-10=0/348FIl�� �,•�. UIN NOTES- . O ,••�......,�• 1) Unbalanced roof live loads have been considered for this design. �� J G E N `�F�'. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; 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 2-8-0, Interior(1) 2-8-0 to 15-10-0, Extericr(2R) No 68182 15 10 0 to 21-5-14, Interior(1) 21-5-14 to 22-10-0, Extedor(2R) 22-10-0 to 28-5-14, Interior(1) 28-5-14 to 38-8-0 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. �p , •441, 4) Provide adequate drainage to prevent water ponding. Sj •. S0 % 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.Dpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ���..,�'•:.�`. Q� .' _ �� �•'• �j�s will fit between the bottom chord and any other members. • .0 R ��,�� 7) Refer to girder(s) for truss to truss connections. 8) Bearing `��. �IN �, �� 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) Joaqulli Velez PE N6.69182 2=921, 9=803. mrfek U3A;.Inc. FL Cert 6634. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6904Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: April 30,2021 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 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 pL I� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i1AiTek• 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 ANSI1TPl1 Qualify 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 T23753118 2742547 A20S Hip 1 1 Job Reference (optional) Builders Flrstsource (Plant City, FL), Plant City, FL - 33567, 2-8-15 6.00 12 8.430 s Apr 20 2021 MiTek ID:hKY1ep9FiDwfFyJCybTuLLyv92?-9ay -24-10-0 30-11-6 5-2-0 6-1-6 5x6 = 4x6 = 5x8 = 5 26 627 28 7 Inc. Wed Apr 28 13:15:37 2021 Page 1 nazi ln1AnrnoTovxamm,t=n,.lhnn A. ^- 29 7-8-11 Scale = 1:70.5 14 13 12 10 3x6 = 3x6 48 3.00 F12 2x4 II 5x8 = 2x4 1 = 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 FBC2020/TP12014 CSI. TC 0.97 BC 0.93 WB 0.99 Matrix -AS DEFL. in floc) I/defl L/d Vert(LL) 0.61 16-17 >756 240 Vert(CT) -0.74 16-17 >624 180 Horz(CT) 0.42 9 n/a n/a PLATES GRIP MT20 244/190 Weight:211 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. Except: 2-17: 2x4 SP No.1, 6-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=307(LC 11) Max Uplift 9=803(LC 12), 2=-921(LC 12) Max Grav 9=1432(LC 1), 2=1506(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4716/2942, 3-4=-4527/2816, 4-5=-2937/1896, 5-6=-2602/1793, 6-7=-2919/1984, 7-8=-2141/1467, 8-9=-2696/1692 BOT CHORD 2-17=2587/4328, 16-17=-2269/3951, 15-16=-1537/2941, 10-12=-1382/2361, 9-10=1382/2361 WEBS 4-17=570/1171, 4-16=-1611/1052, 5-16=-525/997, 6-16=-583/291, 12-15=983/1962, 7-15=845/1517, 7-12=-435/230, 8-12=-703/537, 8-10=0/297 NOTES- %. PQUIN 1) Unbalanced roof live loads have been considered for this design. ��% ,� E N 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 6=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-10-0, Exterior(2R) i 13-10-0 to 19-5-14, Interior(1) 19-5-14 to 24-10-0, Extedor(2R) 24-10-0 to 30-5-14, Interior(1) 30-5-14 to 38-8-0 zone;C-C for ND 00182 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. -t t 4) Provide adequate drainage to prevent water ponding. S F (V 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.0. 6) ' This has ��. 041 truss 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 togirder(s) for truss to truss connections. �� is (•1•���""'�� `� ��' 8) Bearing atjoint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Joaquin Velez PE:No.68182 9=803, 2=921. MiTek USA, Inc. FL Celt 6634 10) This truss design requires that.a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum '.6964:12arke East Blvd. Tampa Fl33610 sheetrock be applied directly to the bottom chord. Dater April 30,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qly PlyT23753119 J 2742547 1S Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:40 2021 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-Z9e8jYo29fHfSsncz61W8CE?Hh?9krkrXDdbJ2zMAgn r1-4-01 5-11-1 8-8-0 11-10-0 19-8-0 26-10-0 32-1-10 38-M , 1-4-0 5-11-1 2-8-15 3-2-0 7-10-0 7-2-0 5-3-10 6-6-0 Scale = 1:69.2 5x6 = 4x6 = 5x8 = 5 26 27 6 28 29 307 14 13 12 '' 10 3x6 = 2x4 11 3x6 = 4x6 -z: 3.00 F12 3x4 11 4x12 = 32-1-10 38-8-0 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 FBC2020/TPI2014 CSI. TC 0.96 BC 1.00 WB 0.76 Matrix -AS DEFL. in (loc) Ildefl Lid Vert(LL) 0.68 15-16 >683 240 Vert(CT) -0.92 15-16 >507 180 Horz(CT) 0.45 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 207lb 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. Except: 2-17: 2x4 SP No.1, 6-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-16, 12-15, 7-15 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=265(LC 11) Max Uplift 9=803(LC 12). 2=-921(LC 12) Max Grav 9=1432(LC 1). 2=1506(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4716/2957, 3-4=-4504/2782; 4-5=-3366/2132, 5-6=3032/1992, 6-7=-3703/2425, 7-8=-2297/1534, 8-9=-2751/1728 BOT CHORD 2-17=2603/4265, 16-17=-2236/3954, 15-16=-2043/3751, 6-15=-171/257, 10-1 2=-1 431/2417, 9-10=-143112417 WEBS 3-17=178/259, 4-17=-598/1114, 4-16=-1277/835, 5-16=641/1188, 6-16=-946/515, 12-15=-1056/2007, 7-15=-113011956, 7-12=-286/220, 8-12=574/462 fit. NOTES- ,`%J1111111 V�` Un glanced live loads have been for this design. `,,,.OPQUIN ,, ENS roof considered 2) Wind: ASCE 7-16; Vult=160mph Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; Cat. �. .••,,,G . c' •�_ AV F •• (3-second gust) eave=5ft; •' II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-10-0, Exterior(2R) : N Q 68,182 •:"* 11-10-0 to 17-5-14, Interior(1) 17-5-14 to 26-10-0, Exterior(21R) 26-10-0 to 32-5-14, Interior(1) 32-5-14 to 38-8-0 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. =p, : : �. 4) Provide adequate drainage to prevent water ponding. i 'S T ., O F : 4U, •� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4 j 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 �. T .!C' Q;: . 'Z.will �i ' IRI fit between the bottom chord and any other members. 7) Refer to for truss to truss �� ��j SSA • • • % girder(s) connections. (�\ 8) Bearing at joints) 2 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) Joaquin Velez PE Nq.68182 9=803, 2=921. MiTek USA; Inc. FL Qert 6634 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6904:1parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: April 30,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke last 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 T23753120 2742547 A22S HIP 1 1 Job Reference (optional) Builders rirstaource (Plant city, FL), 4x8 - 3.00 F12 !ant city, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:41 2021 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv927-2MCWwuohwyPW40Mo7pplhPnFe4NcTIQ_mtM8rUzMAgm -B-0 "12 -10-0 14-11-4 19.8-0 24-3-0 28-1%0 31-6-10 33-5-12 38-8-0 8-15 1-2-0 5-1-4 4-8-12 4-7-0 4-7-0 2-8-10 1-11-2 5-2-4 Scale = 1:69.0• 6x8 = 3x4 i 4x4 = 7x8 = 4x6 = sx8 = 4 5 27 28 6 29 7 30 8 31 32 9 15 14 14 12 4x4 11 3x6 = 8x12 = 3xB = 8-8-0 9-10-0 19-8-0 28-10-0 38-80 8-8-0 1-2-0 9-10-0 9-2-0 910-0 Plate Offsets (X,Y)-- [2:0-6.7_0-0_2], [5:0-4-0,0-1-15], [7:0-4-0,0-4-8], [9:0-4-0,0-1-15], [11:0-8-0,0-0-10], [12:0-5-8,Edge], [14:0-2-0,0-0-0], [16:0-3-8,0-3-12], [17:0-4.0,0-4-0], LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.68 15 >678 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.88 16-17 >527 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.41 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 234 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 5-7,7-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x6 SP No.2 'Except* 10-0-0 oc bracing: 14-16 7-14: 2x4 SP No.3, 13-15: 2x4 SP No.2, 11-13: 2x4 SP No.1 WEBS 1 Row at midpt 12-16. 8-12 WEBS 2x4 SP No.3 *Except* 12-16: 2x4 SP No.2 REACTIONS. (size) 11=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 11=-802(LC 12), 2=921(LC 12) Max Grav 11=1432(LC 1), 2=1506(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4914/3080, 3-4=-4620/2800, 4-5=-4095/2498, 5-6=-3786/2323, 6-7=-4919/3036, 7-8=-4848/3022, 8-9=-2215/1501, 9-10=-2439/1612, 10-11 =-2669/171 0 BOT CHORD 2-18=2725/4472, 17-18=-2225/4048, 16-17=-2621/4623, 11-12=-1390/2346 WEBS 3-18=300/388, 4-18=-617/943, 4-17=-824/625, 5-17=922/1592, 6-17=-1059/766, 6-16=102/438, 12-16=-1895/3262, 8-16=965/1831,8-12=-1696/1116,9-12=-590/966, 10-12=-385/431 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=6.Opsf; h=25ft; 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 2-8-0, Interior(1) 2-8-0 to 9-10-0, Exterior(2R) 9-10-0 to 15-5-14, Interior(1) 15-5-14 to 28-10-0, Exterior(2R) 28-1 G-0 to 34.5-14, Interior(1) 34-5-14 to 38-8-0 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) Refer to girder(s) for truss to truss connections. 8) Bearing atjoint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 11=802, 2=921. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,�IIIIiIIJj►�� , 6%J IN i No 6 0.10 2 9' :- S OF :•tU V. � 1.111.1;1.11 Joaquin Velez PE Nti:661$2 Mlrek USA:16c. FL Qel 6634. '6964 Parke Ea$t81vd. Tampa FL 33610 Date: April 30,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with 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. Bradng indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITBk• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-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 Jab Truss Truss Type Qty Ply T23753121 2742547 A23S HIP 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr28 13:15:45 2021 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-w7R1mFrB_BwyYdgaMfuhrFyrUijjP3NagUKM_FzMAgi p1-4-0 5-5 0 7-10-0 $-B-Q 13-9-0 11 -0 25-3-0 30-1 %0 38-8-0 1 4-0 5 5-0 2-5-0 0-10 5-1-0 5-11-0 5-7-0 5-7-0 7-10-0 8x10 II 3x8 = 6.00 FIT 4 5 2x4 = 3 ST1.5x8 STP = 27 26 n 1 2 ?I O 5x8 % 3.00 F12 6x8 = 2x4 11 6x8 = 5x8 = 28 6 29 7 30 8 31 9 32 33 16 18 17 19 = 12x14 _ 4.6 = 4X4 10x12 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP M 31 'Except` 1-4: 2x4 SP No.2, 9-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-18: 2x6 SP No.2, 16-18: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 13-16,8-16: 2x4 SP No.2 Scale = 1:69.2 15 14 13 12 11 3x4 II 5x12 = 3x6 = 2x4 II 3x6 = 13-9-0 11 -6-00 25-3-0 30-1%0 38-0-0 5-11 5-7-0 5-7-0 7-10-0 5:0-3-8,0-1-81, [6:0-4-0,Edge), [8:0-2-0,Edge), [9:0-5-8,0-2-4), [10:0-2-12,0-1-8) CSI. DEFL. in floc) I/defl Lid PLATES GRIP TC 1.00 Vert(LL) 1.15 15 >403 240 MT20 244/190 BC 0.91 Vert(CT) -1.40 15 >332 180 WB 0.93 Horz(CT) 0.53 10 n/a n/a Matrix -MS Weight: 210 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-0-5 cc bracing. Except: 10.0-0 cc bracing: 14-16 WEBS 1 Row at midpt 13-16, 8-16 REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Horz 2=183(LC 11) Max Uplift 10=-802(LC 12), 2=921(LC 12) Max Grav 10=1432(LC 1), 2=1506(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4948/3058, 3-4=-4724/2807, 4-5=-5091/3099, 5-6=-6698/4012, 6-7=7249/4374, 7-8=-7137/4315, 8-9=-3193/2090, 9-10=-2679/1657 BOT CHORD 2-19=2707/4501, 18-19=-2390/4365, 17-18=-2830/5091, 16-17=-3757/6719, 7-16=266/282, 11-13=-1316/2326, 10-11=-1317/2319 WEBS 5-17=985/1803, 6-17=-519/437, 6-16=-371/655, 13-16=-1875/3261, 8-16=2327/4127, 8-13=1736/1139, 9-13=-620/1171, 9-11=0/300, 3-19=-222/348, 5-18=-806/603, �►11111// 4-16=1454/2169 jIN• NOTES- �' , .•'�CE`NS•• 1) Unbalanced roof live loads have been considered for this design. .' �, F•'.L 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. No 68182 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-10-0, Extedor(2R) •; 7-10-0 to 13-5-14, Interior(1) 13-5-14 to 30-10-0, Exterior(2R) 30-10-0 to 36-5-14, Interior(1) 36-5-14 to 38-8-0 zone;C-C for 11r,• *. . 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. r ,� + 3 OF. 4) Provide adequate drainage to prevent water ponding. 0 O 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 live load 20.Opsf the bottom in ��. T[+�• �' Q .• �� �i��`. •�'�: 0 1� a of on chord all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between the bottom •'��\ �I StS •"' • •G `` will chord and any other members. ���! 11 A; o connections. hint s for 8) Bearing at considers parallel to grain using ANSlrrPI 1 angle to rain formula. Building designer should verify J O P 9 9 9 9 9 9 Y 1 . capacity of bearing surface. Joaquin Velez PE N6.66182 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Mrfek USA, Inc. FL Cert 6634 10=802, 2=921. 6904 Parke East Blvd. Tampa FL 33610 bate: April 30,2021 ® WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with 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 wt 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 BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23753122 2742547 A24S ROOF SPECIAL 1 q J Job Reference (optional) -_. -- - .-.�--•-- v •� , �•v, • �n , ,_,,• �,•r, , - ����, , o.you s MP1 cu tut 1 wu 1 en inuusme5, mc. vveu Hpr zo i sn o:go zuri rage l ID:hKY1ep9FiDwfFyJCybTuLLyv927-Ki79OHu4H61XP409lnROTuaTHvsNcTgONSZObazMAgf 1-4-0 5-10-0 8-8-012-6-5 1&1-3 19-8-0 24-1%0 28-10-0 33-5-12 38-8-0 1-4-0 5-10-0 2-10-0 3-10-5 3-6-13 3-6-13 5-2-0 4-0-0 4-7-12 5-2-4 Scale=1:71.6 . 5x6 = 4x4 = 10 5x8 = 6.00 12 4x4 = 4x6 = 4x4 = Sx8 = 3 4 5 7 8 g 352x4 ST1.5x8 STP = 11 36 30 29 16 jIo 2 22 21 20 19 12x14 II I4 " 0 1 2x4 11 6x8 = 4x4 = 4x4 = 12 Iv w 16 15 14 13 17 4x6 � 3.00 12 3x4 11 3x6 = 3x4 = 4x8 = 3x6 = 5-10-0 8-11-0 12-6-5 16-1-3 1%8-0 24-1%1 31-5-12 38-8-0 5-10-0 2-10-0 3-10-5 3-6-13 3-6-13 5-2-0 6-7-12 7-2 4 Plate Offsets (X Y)-- [3:0-5-8,0-2-0] [6:0-3-0 Edcie] [9:0-5-8 0-2-0] [18:0-5-8 Ed e] [21:0-4-0 0-4-41 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 0.51 Vert(LL) 1.44 17 >321 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -1.75 17 >265 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.54 12 n/a n/a BCDL 10.0 Cade FBC2020/TPI2014 Matrix -AS Weight: 624lb FT = 20% LUMBER- BRACING- TOP'CHORD 2x4 SP ND.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-21: 2x6 SP No.2, 18-21,8-16: 2x6 SP M 26 10-0-0 cc bracing: 16-18 WEBS 2x4 SP No.3 REACTIONS. (size) 12=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 12=-802(LC 12), 2=920(LC 12) Max Grav 12=1433(LC 1), 2=1507(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4970/3137, 3-4=-10070/6227, 4-5=12517/7636, 5-7=-14045/8549, 7-8=-13752/8398, 8-9=-10220/6291, 9-10=-5018/3318, 10-11=-2651/1781, 11-12=-2803/1835 BOT CHORD 2-22=2824/4513, 21-22=-2799/4499, 20-21=-6121/10184, 19-20=-7479/12517, 18-19=-8392/14045,15-16=-1335/2211,13-15=-1225/2126,12-13=-1540/2475 WEBS 3-21=3594/5947, 4-21=-703/527, 15-18=-1384/2254, 9-18=-3592/6047, 9-15=-3646/2472, 10-15=-2334/3622, 10-13=242/458, 11-13=-303/366, 4-20=-1396/2400, 5-20=-591/437, 5-19=941/1575, 7-18=-418/251 NOTES- 1) 3-ply truss to be connected together with 10d (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 0-9-0 cc, 2x4 - 1 row at 0-9-0 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=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-10-0, Exterior(2R) 5-10-0 to 9-10-0, Interior(1) 9-10-0 to 28-10-0, Exterior(2R) 28-10-0 to 32-10-0, Interior(1) 32-10-0 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; 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) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on Dacia 2 %"1111111J/I1 ,�0% -QU I N VF�i�i % ,0 C, E N �\� Fes. No 68182 ��• •ice ' S OF . 44/•: b N A' G %% % Joagt In .Velez PE No,88182 MITWU'SA, Inc. FL Cart 6634 6904:PA' e,East•Blvd. Tampa FL 336.10 Date: ADril 30.2021 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 Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chordmembers only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Ply TA2m4S T23753122 2742547 ROOF SPECIAL 1 q J Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:48 2021 Page 2 I D:hKY1 ep9FiOwfFyJCybTuLLyv927-Ki79O Hu4H61XP4091 nROTuaTHvsNcTgONSZObazMAgf NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=802, 2=920. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Vedty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based anly upon parameters shown, and is for an individual building component, not'• a truss system. Beforeuse, 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/TP11 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 T23753123 =optional) 2742547 B01A GABLE 1 Builders FirslSource (Plant City, FL), Plant City, FL - 33567, I 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:49 2021 Page 1 uCLMGubem975iyKvFi-puhYcdvi2QQN1 EzLbVyd0561TJJEL4YAb6la7OzMAge 6-4-0 4x4 = »n� — 4x0 = 5x12 11 2x4 11 2x4 11 2x4 11 12-8-0 5x12 11 Scale = 1:25.4 I� 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 11 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 11 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 64 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-8-0. (lb) - Max Horz 2=-144(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 16,12 except 2=-198(LC 12), 10=-198(LC 12), 15=-128(LC 12), 13=-128(LC 12) Max Grav All reactions 250 lb or less at joints) 2, 10, 14, 15, 16, 13, 12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-83/252, 6.7=-83/252 WEBS 5-15=130/293, 3-16=-156/266, 7-13=132/294, 9-12=156/266 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 6-4-0, Comer(3R) 6-4-0 to 10-4-0, Exterior(2N) 10-4-0 to 14-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 12 except (jt=lb) 2=198, 10=198, 15=128, 13=128. IN VE�41 No 68182o Joaquin Velez PE No.68182 MiTekgSA,1nC..FL 66rt 6634 ,6904:Parke East -Blvd. Tampa FL 33610 Date: April 30,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with 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 BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23753124 2742547 B02 Common 5 1 Job Reference (optional) builders Firstbource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:50 2021 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-H4FwpzvKpjYEfOYX9CUsYJfo2jYE4XUJgm27fTzMAgd 1 4-0 6-4-0 12-8-0 14-0-0 6-4-0 6-4-0 1-4-0 4x8 = Scale = 1:24.7 Im d 3x4 = 6-4-0 12-8-0 6-4-0 6-4-0 Plate Offsets (X,Y)-- [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 TCDL 7.0 Lumber DOL 1.25 BC 0.50 BCLL 0.0 Rep Stress Incr YES WB 0.11 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Horz 2=158(LC 10) Max Uplift 2=378(LC 12), 4=-378(LC 12) Max Grav 2=541(LC 1), 4=541(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-656/817, 3-4=656/818 BOT CHORD 2-6=-456/532, 4-6=456/532 WEBS 3-6=-44/282 3x4 = DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.08 6-12 >999 240 MT20 244/190 Vert(CT) -0.08 6-9 >999 180 Horz(CT) 0.01 4 n/a n/a Weight: 49 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterioi*(2N) 2-8-0 to 6-4-0, Comer(3R) 6-4-0 to 10-4-0, Exterior(2N) 10-4-0 to 14-0-0 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) • 2=378, 4=378. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. I� No 68.182 S T O F .' 14/ Joaquin Velez PE No.68182 MiTek USA', Inc. FL Ceft 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 30, 2021 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to. prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPlf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SatetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type QtyPlyT23753125 TB 2742547 Common 2 1 Job Reference (optional) Builders Flrstbource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:51 2021 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-IHpl l Jwyal g5HY7jjw755WCyo6rVpJT3QngCvzMAgc -1-4-0 6-4-0 12-8-0 6-4-0 6-4-0 4x8 = 4x4 = 4x4 = Scale: 12"=V. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.10 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.09 5-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 47lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 4=0-8-0, 2=0-8-0 Max Horz 2=152(LC 11) Max Uplift 4=-257(LC 12), 2=-385(LC 12) Max Grav 4=465(LC 1), 2=544(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-668/861, 3-4=652/853 BOT CHORD 2-5=-554/542, 4-5=554/542 WEBS 3-5=-63/284 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 6-4-0, Comer(3R) 6-4-0 to 10-4-0, Exterior(2N) 10-4-0 to 12-8-0 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=257, 2=385. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum, sheetrock be applied directly to the bottom chord. %�PpQUIN,V�����i -No 68182 S O F Joaquin Velez PE Nd:68182 MiTek USA;.Ihc: FL C6it 6634 6904:11parke East,Bivd. Tampa FL 33610 Dail April 30,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 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 T23753126 2742547 C1 Jack -Open 7 1 Job Reference (optional) E ilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28.13:15:52 2021 Page 1 ID:20VQZH In97x9G5M9NmJalQZ3Slx-DTMgEexaKLoyuiiwGdWKdkkC I WKdYSfcH4XEkLzMAgb -1-4-0 0-114 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 TCDL 7.0 Lumber DOL 1.25 BC 0.06 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=227(1_C 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.6 0-11 �4 0-11-4 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) 0.00 5 >999 240 MT20 244/190 Vert(CT) 0.00 5 >999 180 Horz(CT) 0.00 4 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=16omph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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 Iliad 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-G-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ill uplift at joint(s) 3, 4 except 0=1b) 2=227. I" No. 68182 ST. OF .' 111 Joaquln Velez PE Nd.68182 MiTek USA, Inc. FL bit 6634 6904:Nrke East Blvd. Tampa FL 33610 Date:. April 30,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' 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 ANSYTPl1 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 T23753127 2742547 C1 P JACK -OPEN 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:53 2021 Page 1 ID: oHYiRCdpcl quXgUg6?iPJRzdjtT-hfw2RyC5ewpWsH6gK1 ZAxH N2wguHvum WkGnGozMAga i -1-4-0 0-114 ' 1-" 0-11-4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 SCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Harz 2=91(LC 12) Max Uplift 3=6(LC 9), 2=246(LC 12), 4=-23(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) Scale = 1:7.6 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.32 Vert(LL) 0.00 5 >999 240 MT20 244/190 BC 0.06 Vert(CT) 0.00 5 >999 180 WB 0.00 Horz(CT) 0.00 4 n/a n/a Matrix -MP Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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; 13CDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left and right exposed;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 100 lb uplift at joint(s) 3, 4 except (it=lb) 2=246. (I.Illllllf/, No 68182 -D :Ir OF Joaquln.Velez PE Nd:68182 MiTek USA,.Inc; IL tent 6634. .6904:Parke EattBlvd. Tampa FL 33610 Date: April 30,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters andproperly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-99 and SCSI Building Component 6964 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 T23753128 2742547 cis JACK -OPEN 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2x4 = 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 2813:16:54 2021 Page 1 ID:m Mql pKnMQsfOZioRmROHYCzM W VQ-9sURfKygsy2g8?s102Yoj9gdeKOpOMBvI00KOEzMAgZ 0-11-4 0-11.4 0-11-4 0-11-4 Scale = 1:6.9 Plate Offsets (X,Y)-- [1:0-0-0,0-0-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 3 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) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=29(LC 12) Max Uplift 1=11(LC 12), 2=20(1_C 12), 3=8(LC 12) Max Grav 1=35(LC 17), 2=22(LC 17). 3=17(LC 17) FORCES. (lb) -Max. Camp./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=6.Opsf; h=25ft; 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 20.0psf 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. ,,l.i 1111.10j.' 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. 0%,' } IN �% �"fj P plate �%' '. . .,p; ,..G ,%% ENS' No 68182 :� ST. O.F .' �U: op O'• <v 1 RQI Joaquin Velez PE No.68182 MiTek USA,1nc. FL Cart 6634 .6904 Parke East Blvd. Tampa FL 3361 D' Date: April 30,2021 A WARNING —Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSUTF11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply �Cluss T23753129 2742547 Jack -Open Truss 4 1 Job Reference (optional) „tr1o..r �!ry, FL), rinni uiiy, rL - 53567. 6.43U s Apr 20 2U21 MiTek Industries, Inc. Wed Apr 28 13:15:56 2021 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-5EcB40_50ZIONJOhVTaGoavuH7iZUGeCCiVRt6zMAgX -1-4-0 0-11 4 1-4-0 0-11-4 Scale = 1:7.6. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP 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 pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-4(LC 9). 2=-211(LC 12), 4=-14(LC 1) Max Grav 3=18(LC 12), 2=158(LC 1), 4=41(LC 12) 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.16; MWFRS (directional) and C-C Corner(3) 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) 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 100 lb uplift at joint(s) 3, 4 except Gt=lb) 2=211. % OUIN .•vco- No ,681182 i 0 •'. S T OF • �11J iFS•:..�R,1, Joaquln.Velez PE Nti.66182 MITek USA, Inc: fL C 1:6634 6904:1parke East Blvd. Tampa FL 33610 bath: April 30,2021 A WARNING - Vedfy design parametersand 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 uponparameters 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 ANSYTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23753130 2742547 C3 Jack -Open 7 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 2813:15:58 2021 Page 1 ' ID:20VQZHln97x9G5M9NmJalQz3Stx-2dkxViOLwBY6cd94dudkt?_EnxM1y98VgO_Yx?zMAgV -1-4-0 2-114 1-4-0 2-11-4 Scale = 1:12.7 2-11-4 2-11-4 Plate Offsets (X,Y)-- [2:0-1-410-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >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 -MP 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 Horz 2=152(LC 12) Max Uplift 3=-62(LC 12). 2=-183(LC 12) Max Grav 3=70(LC 17), 2=195(LC 1), 4=49(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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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. I'gIIII 111i � 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except Qt=1b) % 2=183. NO 681'.82 �rc2. S OF _1111•- Joaquin Velez PE No'.68182 MiTek USA, Inc. FL Will 6634 064:Parke East Blvd. Tampa FL 33610 Date: April 30,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designermust 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 i1A 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 ANSVTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23753131 2742547 C3P JACK -OPEN 4 1 Job Reference (optional) 1. tr ion, Vuy, f L), r1... l tiny, rL - 00001, c.4su s Apr zu zuZl mi l eK lnciustnes, Inc. Wea Apr'G6 13:15:59 2U21 Page 1 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-WpIKi2OzhUgzEnkGBbBzQCXPXLgShcNeugj5URzMAgU -1-4-0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7. LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a rile BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left and right exposed;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 100 lb uplift at joint(s) 3, 4 except (jt=1b) 2=245. ��IIIIIIfII� E N No .68182 all : 9 S . O F ' 44/ . OD N ii��ss`ON Joag616 Velez PE No.68182. Mrrek 11SA, Inc. FL Cent 6634 11964 Parke East,61vd. Tampa FL 33610 Date: April 30,2021 ® WARNING -Veriy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1.9/2020 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, note a truss system. Before use, the building: designer must verify the applicability of design parameters and properly incorporate this.design into the overall T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M 1�. 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 ANS11TPI1 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 T23753132 2742547 C3S JACK -OPEN 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2x4 = 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:01 2021 Page 1 ID:mMgl pKnMQsfOZioRm ROHYCZM WVQ-S CP47j2DD6xhT4uelOARVdcnEBMh9WtxM_CCYKzMAgS 2-11-4 Scale: 1 "=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 9 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) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=89(LC 12) Max Uplift 1=36(LC 12), 2=77(LC 12), 3=6(LC 12) Max Grav 1=108(LC 17), 2=78(LC 17), 3=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=6.Opsf; h=25ft; 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 farces & 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 for truss to truss connections. ttt�il I I ll)t., girder(s) 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 2, 3. ��� Q� j I N 1/ EN No 68182 S OF �%% Joaqulh Velez PE No.68182 MiTek USA, Inc. f l- Qeft 6634 6904:Parke East Blvd. Tampa FL 33610 Date: April 30,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIITPII 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 Jab s Truss Type Qty Ply �CW T23753133 2742547 Jack -Open Truss 4 lob Reference (optional) ouiweib FirbiSuurce triani Cony, rL/, rlani cry, rL - aloe/, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:02 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-wOzSK33s_P3X5ETrsjhg1 r9vnYkxuz74beym4mzMAgR -1-4-0 T 11-4 ' 1-4-0 ' 2-11-4 Scale = 1:12.7. 0 M N u) LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >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 -MP 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 Horz 2=152(LC 12) Max Uplift 3=-67(LC 12), 2=-174(LC 12) Max Grav 3=72(LC 17), 2=195(LC 1), 4=49(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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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) 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 100 lb uplift at joint(s) 3 except at=lb) 2=174. `%101111114., ��% PQU I N ,VFW �4��. G'E iv 1 No 68182 �L r 0 S OF i N A' Joaquin Velez PE No.68182 MiTek USA, nc. FL 6,M,6634 6904,Parke East Blvd. Tampa FL 33610 Date: April 30,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' 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 ANSUFF11 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 T23753134 2742547 C5 Jack -Open 7 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:03 2021 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-OaXgYP3Ulj BOjO21 QRCva2h l yy?JdQN EplhJdCzMAgQ 1 4-0 4-11-4 1-4-0 4-114 3x4 = Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.06 4-7 >943 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.06 4-7 >913 180 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 -AS Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12). 2=-196(LC 12) Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 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 100 lb uplift at joint(s) except Ot=lb) 3=128, 2=196. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2"'gypsum sheetrock be applied directly to the bottom chord. OWN VFW 4" ie 10 No 68182 ` r 9 -S OF .� ► t��jsS,�O Joagdln Velez PE.NoA182 M1Telk WA, Inc: FL Celt 6634 ,6909:PAe East Blvd. Tampa FL 33610 �a#e April 30,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and 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/TP11 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23753135 2742547 C5P Jack -Open 4 1 Job Reference (optional) 6Ullaers FlrstSoufce (Plant Gny,, t-L), lant Gity, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:04 2021 Page 1 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-sn5D1146W1 JFKYdDz8k86GE8fvlDJMtdN2yRs9fzMAgP -1 4-0 4-11.4 1-4-0 4-11-4 Scale = 1:17.6. 4-11-4 4-114 Plate Offsets (X,Y)-- [2:0-0-12,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.18 4-7' >322 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.17 4-7 >354 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a file BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Harz 2=214(LC 12) Max Uplift 3=-145(LC 12), 2=-300(LC 12), 4=81(LC 12) Max Grav 3=120(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Camp./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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 zone; porch left and right exposed;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 shovimcovers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chard 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. tit I 118'f i� 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift atjoint(s) 4 except �� 'f1r , , VFL plate (jt=1b) 3=145, 2=300. %%o Pqu ' ' 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum � G E •N' 1 . sheetrock be applied directly to the bottom chord. i N0..0ty •4: OF R.1�,�� Joaquin Velez PE No.68182 MiTek USA, Inc.. FL tort 6634 6904:Parke East Blvd'. Tampa FL W10' Date." April 30,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. ° Design valid for use only with 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 designparameters andproperly incorporate this design into the overall p p 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/TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23753136 2742547 C5S JACK -OPEN 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 2813:16`:05 2021 Page 1 ID:mMgl pKnMQsfOZioRmROHYCzMVvVQ-Lzfbz55kHKR6yiCQXsFNfTnMhle55KsXHcAQh5zMAgO 4-114 4-114 3x4 = 4-114 4-114 Scale = 1:16.9 Plate Offsets (X,Y)-- [1:0-1-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.08 3-6 >749 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.06 3-6 >958 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 16lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=151(LC 12) Max Uplift 1=-63(LC 12), 2=138(LC 12), 3=-3(LC 12) Max Grav 1=184(LC 17), 2=137(LC 17), 3=87(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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 4-10-8 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 for truss to truss connections. I li// II girder(s) 6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) 1, 3 except Gt=lb) - Ne plate % OP.Q: •'` 2=138. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum �� , G E. N �� .•f fir\ SF�••� �i sheetrock be applied directly to the bottom chord. No 68182 O S O F t-�, Joaquifi, Velez PE Nd;68182 MiTek USA, Inc..FL$ert 6634 .6900arke East Blvd. Tampa FL 336.10 Date:' April 30,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �o a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web. andlor chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIVTP11 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 s Truss Type Qty Ply TC5V T23753137 2742547 Jack -Open Truss 4 1 Job Reference o tional ounuars ruswuuroe (Piani crry, FL), Pianr city, FL - ssoe/, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:07 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-HMmLOn6 oyhgB?LoeHHrkusiJZLZZEMpkvfXm_zMAgM -1-4-0 4-11-4 1-4-0 4-11-4 Scale = 1:17.6. 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 0.59 Vert(LL) 0.07 4-7 >853 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.07 4-7 >881 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-133(LC 12), 2=-189(LC 12) Max Grav 3=134(LC 17), 2=262(LC 1), 4=86(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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 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 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 chard and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(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 100 lb uplift at joint(s) except at=lb) 3=133, 2=189. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,%,IN {�{illlllJll�'I NO 6$T82 OF �OR!k1l Wit, 10P Joag6ln,Velez PE NdAM82 Well USA, Inc. FL Celt 6634. 004;Parl a East Blvd. Tamp& FL 33610 Date: April 30,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T23753138 2742547 D01 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 ' 7-0-0 Special 5x8 = ST1.5x m 2 6-6-0 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:09 2021 Page 1 ID:mMg1 pKnMQsfOZioRmROHYCzMWVQ-Dku5oS8FKZxYRJVBmhJJpJxOMNxB1xH6CD8dgszMAgK 6-6-0 NAILED NAILED Special NAILED NAILED 3x6 II NAILED NAILED 5x8 = 17 18 194 20 21 22 5 7-0-0 ' 1-4-0 Scale = 1:49.2 5x8 STP = 6 1 7 10 23 24 25 9 26 27 28 8 3x8 = 2x4 II NAILED NAILED 5x8 —_ NAILED NAILED 2x4 II 3x8 — Special NAILED Special NAILED 8 6.00112 STP = ST1. Plate Offsets_(X,Y)--[2:0-8-0,0-0-141,[3:0-5-8,0-2-41,[5:0-5-8,0-2-41,[6:0-8-0,0-0-141,[9:0-4-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.35 9 >936 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.42 8-9 >778 180 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.13 6 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Weight: 123Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-3-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Harz 2=172(LC 7) Max Uplift 2=-1396(LC 8), 6=-1396(LC 8) Max Grav 2=2139(LC 1), 6=2139(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4125/2540, 3-4=-4777/3083, 4-5=-4777/3083, 5-6=4125/2540 BOT CHORD 2-10=2077/3683, 9-10=-2080/3709, 8-9=-2080/3643, 6-8=-2077/3618 WEBS 3-10=66/726, 3-9=879/1374, 4-9=-899/996, 5-9=-879/1374, 5-8=-66/726 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=6.Opsf; h=25ft; 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 lllilli to the use of this truss component. U N t, - 4 Provide adequate drainage to prevent water ondin Q V�. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� �..,.•' C E jv \ 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 ♦ .'' �. F•'•: will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) No. 6 8182 2=1396, 6=1396. * ;• •..*. +_ ej "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 314 Ib down and 407 lb up at 7-0-0, and 314 lb down and 407 lb up at 20-0-0 on top chord, and 397 lb down and 170 lb up at 7-0-0, and 397 lb down and 170 lb + . .�' STA OF l �•� up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. + '� 0) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). jT�� O R 1 O Q `. �LOAD C�,�� Standard 1) Dead +Roof)Live (balanced): Lumber /ncrease=1.25, Plate Increase=1.25 N A' `,, Uniform Loads (plo 111,- Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20 Joaquin Velez PE Nd.68182 Mirek qM-, Inc.. FL Cert 6634 69049arke,East Blvd: Tampa FL 33610 -Date: April 30,2021 Continued on plage 2 ®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 permanent bracing ,y'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 ANShTP11 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 Plate Offsets_(X,Y)--[2:0-8-0,0-0-141,[3:0-5-8,0-2-41,[5:0-5-8,0-2-41,[6:0-8-0,0-0-141,[9:0-4-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.35 9 >936 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.42 8-9 >778 180 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.13 6 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Weight: 123Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-3-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Harz 2=172(LC 7) Max Uplift 2=-1396(LC 8), 6=-1396(LC 8) Max Grav 2=2139(LC 1), 6=2139(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4125/2540, 3-4=-4777/3083, 4-5=-4777/3083, 5-6=4125/2540 BOT CHORD 2-10=2077/3683, 9-10=-2080/3709, 8-9=-2080/3643, 6-8=-2077/3618 WEBS 3-10=66/726, 3-9=879/1374, 4-9=-899/996, 5-9=-879/1374, 5-8=-66/726 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=6.Opsf; h=25ft; 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 lllilli to the use of this truss component. U N t, - 4 Provide adequate drainage to prevent water ondin Q V�. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� �..,.•' C E jv \ 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 ♦ .'' �. F•'•: will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) No. 6 8182 2=1396, 6=1396. * ;• •..*. +_ ej "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 314 Ib down and 407 lb up at 7-0-0, and 314 lb down and 407 lb up at 20-0-0 on top chord, and 397 lb down and 170 lb up at 7-0-0, and 397 lb down and 170 lb + . .�' STA OF l �•� up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. + '� 0) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). jT�� O R 1 O Q `. �LOAD C�,�� Standard 1) Dead +Roof)Live (balanced): Lumber /ncrease=1.25, Plate Increase=1.25 N A' `,, Uniform Loads (plo 111,- Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20 Joaquin Velez PE Nd.68182 Mirek qM-, Inc.. FL Cert 6634 69049arke,East Blvd: Tampa FL 33610 -Date: April 30,2021 Continued on plage 2 ®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 permanent bracing ,y'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 ANShTP11 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 Continued on plage 2 ®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 permanent bracing ,y'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 ANShTP11 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 T23753138 2742547 D01 Hip Girder 1 1 Job Reference (optional) --••--• � • •• � ---• �� ^rter, .y, o.4JU S Apr zu zuzl mI I eK industries, Inc. Wed Apr 28 13:16:09 2021 Page t ID:mMglpKnMQsfOZioRmROHYCzMWVQ-Dku5oS8FKZxYRJVBmhJJpJxOMNxB1xH6CD8dgszMAgK LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-149(F) 5=-149(F) 10=-392(F) 8=392(F) 17=-117(F) 18=-117(F) 19=-117(F) 20=117(F) 21=-117(F) 22=-117(F) 23=-59(F) 24=59(F) 25=-59(F) 26=-59(F) 27=-59(F) 28=-59(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFOREIUSE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated'is to prevent buckling of individual truss web and/or chord. members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and SCSI Building Component Blvd. e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke 3ast Job Truss Truss Type Qty Ply T23753139 2742547 D02 Hip 1 1 Job Reference (optional) BY ilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:12 2021 Page 1 ID: mMgl pKnM QsfOZioRm ROHYCzM W VQ-dJaERUA7dUJ7lmEmRgtORyZbsazBESGYuBNH RBzMAgH 1 4 0 6-3-6 9-0-0 13-6-0 18-0-0 i I 20-8-10 27-0-0 1-4-0 6-3-6 2-B-10 4-6-0 4-6-0 2-8-10 6-3-6 4x4 = 3x4 = 4x4 = 4 20 21- 5 22 6 Scale = 1:49.0 ;TP = 4x4 = 3x8 = 3x4 = 3x8 = 4x4 = 9-0-0 18-0-0 27-0-0 9-0-0 9-0-0 9-0-0 Plate Offsets (X,Y)-- [2:0-1-0,Edge], [8:0-1-0,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 0.47 Vert(LL) 0.17 9-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.31 9-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 128lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 2=0-8-0 Max Harz 2=207(LC 11) Max Uplift 8=-559(LC 12), 2=-680(LC 12) Max Grav 8=997(LC 1), 2=1073(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1755/1198, 3-4=-1550/1098, 4-5=-1353/1020, 5-6=-1358/1013, 6-7=-1556/1101, 7-8=-1764/1195 BOT CHORD 2-11=967/1533, 9-11=-865/1488, 8-9=-957/1544 WEBS 3-11=338/382, 4-11=-336/536, 5-11=-278/242, 5-9=-274/227, 6-9=337/542, 7-9=-349/392 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Cat. I0 C-C 2 IIUExp CS En l., GCpi 1& MPWFRS (directional) and 8-0 to 9 0 0 Extenave=5ft; Exterior(2E) -1 4-0 to62-8-0 ntterlor(1) or(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 18-0-0, Exterior(2R) 18-0-0 to 23-7-14, Interior(1) 23-7-14 to 27-0-0 for VI�f F� zone;C-C members and •' forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ���' ,� (J E N �j • `SF �i 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 10.0 bottom live load i N:o, 68,182 • * a psf chord nonconcurrent with any other live loads. ,• 6j • 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. =p; 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except of=lb) -S . OF ., 41J 8=559, 2=680. 13) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum be directly bottom Q �•� �i�t`s'+� R,• sheetrock applied to the chord. . ��,�� Il'�'S/O N A``��. Joaquin:VelezPE No.68182 MiTek USA, Inc:FLCert 6634. .6904:Parke East Blvd. Tafnpa FL 33610' oafs: April 30,2021 -- ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems,. see ANS11TP/1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23753140 2742547 D03 Hip Girder 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:15 2021 Page 1 ID:mMgl pKnMQsfOZioRmROHYCzMWVQ-2uFN3WDOwPhh9EzL6yQj3aB1 Gnl RRdJ7a9by2W7MAgE 5- -5 9-9-0 13-6-0 17-3-0 21-10-11 27-0-0 5-15 4-7-12 3-9-0 3-9-0 4-7-12 5-1-5 6x8 = HTU2 ?1 0 3x8 = 6x8 = 19 4 20 5 Scale = 1:48.5k 5x12 = HTU26 3x10 II 7x8 WB 2x4 II Special 7x8 —_ HTU26 3x1b II HTU26 5x12 — ST1.5x8 STP = HTU26 7x8 HTU26 HTU26 HTU26 5-15 97-1 13-6-0 17-3-0 21-10-11 27-0-0 5-15 4-7-12 3-9-0 3-9-0 4-7-12 5-1-5 Plate Offsets (X,Y)-- [1:0-11-8,0-0-4], [9:0-4-0,0-4-12], [12:0-4-0 0-4-12] 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 0.78 Vert(LL) 0.31 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.36 8-9 >882 180 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 376 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-2-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1=-195(LC 23) Max Uplift 1=-3859(LC 8), 7=-5467(LC 8) Max Grav 1=5961(LC 1), 7=9176(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12623/8243, 2-3=-10848/6993, 3-4=-9817/6417, 4-5=-10961/6830, 5-6=-12119/7459, 6-7=-16224/9748 BOT CHORD 1-13=7248/11200, 12-13=7248/11200, 10-12=6567/10775, 9-10=6567/10775, 8-9=-8657/14517, 7-8=-8657/14517 WEBS 2-13=1028/1478, 2-12=-1708/1356, 3-12=-2804/4446, 4-12=1836/779, 4-10=-575/1042, 4-9=-212/660, 5-9=3039/5053, 6-9=-4161/2480, 6-8=1850/3399 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered 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; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 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 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) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed 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 other members. 9) Bearing at joint(s) 1, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Gt=lb) 1=3859, 7=5467. 11) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-1 Odxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 9-5-3 oc max. starting at 0-4-0 from the left end to 13-10-4 to connect truss(es) to back face of bottom chord. Continued on Dace 2 N Iv 0 ♦♦♦`� "ON N0 68182 ;9 `S OF 41j,' oo 000,O P ���• Velez PE Nd.68182 5A, Inc. FL Cert 66N rke Fast,1314 Tampa FL 33610 April 30,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pp/� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.. Additional temporary and permanent bracing �y� 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 ANS1/TPf1 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss pe City Ply FHpGTrdr T23753140 2742547 D03 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 2813:16:15 2021 Page 2 ID:mMgl pKnMQsfOZioRmROHYCzMWVQ-2uFN3WDOwPhh9EzL6yQj3aB1 Gn1 RRdJ?a9by2WzMAgE NOTES- 12) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 17-10-12 from the left end to 25-10-12 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1484 lb down and 1214 lb up at 6-4-12, 782 lb down and 549 lb up at 8-4-12, 782 lb down and 549 lb up at 10-4-12, and 782 lb down and 549 lb up at 12-4-12, and 1413 Ib down and 822 lb up at 16-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=54, 5-7=-54, 1-16=-20 Concentrated Loads (lb) Vert: 1=-20(B) 8=-1412(B) 18=-1414(B) 21=-86(B) 22=-160(B) 23=-1484 24=-782 25=-782 26=-782 27=-620(B) 28=1413(6) 29=1409(B) 30=1412(8) 31=-1412(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 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 T23753141 I`L,__'. 2742547 E4 Roof Special 2 1 (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:18 2021 Page 1 I D:20VQZH 1n97x9G5M9NmJalQZ3Stx-STxVhXFuDK4GOhhwo4_QhCpek?8VeC4RG7gcfrzMAgB i -1-4-0 3-8-8 1-4, ' 388 Scale = 1:14.6 3-8-8 3-8-8 Plate Offsets (X,Y)-- [2:0-1-4 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.02 4-7 >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 -MP Weight: 14 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 4=Mechanical, 2=0-8-0 Max Horz 4=176(LC 12) Max Uplift 3=-88(LC 12), 2=-186(LC 12) Max Grav 3=94(LC 17), 4=64(LC 3), 2=220(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-4=-131/382 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exteridr(2R) 2-8-0 to 3-7-12 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. `,%� U I N ��� 5) Refer to girder(s) for truss to truss connections. � i P,a. VF� ee 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) `'� •' op No 68182 S OF .'�41V fit Joaquln Velez PE No.68182 MiTek USA, Ina. FL Left 6634. ,6904:15arke East Blvd. TampaFL 3361.0 Date: April 30,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, 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 ANSUTP11 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 T23753142 2742547 E4A Roof Special 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 2=Mechanical, 1=0-8-0, 3=Mechanical Max Horz 3=113(LC 12) Max Uplift 2=100(LC 12), 1=-47(LC 12). 3=-6(LC 12) Max Grav 2=100(LC 17), 1=137(LC 17), 3=66(LC 3) 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 2813:16:19 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-wfVtvtGW eC7erG6LoVfDQMgWPTINfKaVnZ9BHzMAgA Scale = 1:13.9 CSI. • DEFL. in (loc) I/deft Lid PLATES GRIP TC 0.32 Vert(LL) 0.03 3-6 >999 240 MT20 244/190 BC 0.36 Vert(CT) -0.02 3-6 >999 180 WB 0.00 Horz(CT) -0.00 2 n/a n/a Matrix -MP Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 1-3=-101/251 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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 100 lb uplift at joint(s) 2, 1, 3. � %�, WIN VFW *-*%. ,%. pP; <�. i� �.` r E`N S NO 681.82 S OF : 41JIt Joaquin Velez PE Nd.66182 MiTek USA, Inc. K ert 66M 04:P 69arke East Blvd. Tampa FL 33610 Date: April 30,2021 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast 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 T23753143 2742547 E7 Jack -Open 12 1 Job Reference (optional) esrouu u triam airy, rLl, riant Ury, rL - acoor, 6,43U s Apr 2U 2U21 MiTek Industries, Inc. Wed Apr 28 13:16:20 2021 Page 1 ID:20VQZHln97x9G5M9NmJaIQz3Stx-Os3G6DH8kxK F?rlvVOumduroohn66akjRJjjjzMAg9 1 4 0 7-0-0 1-4-0 7-0-0 Scale=1:23.0 7-0-0 7-0-0 Plate Offsets (X,Y)-- [2:0-1-8,Edoe) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.22 4-7 >377 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.21 4-7 >389 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=195(LC 12), 2=-217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 6-11-4 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 ,�.��.�� , �' t1� IN VFW mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)P.Qu„ „ ' �� �01 3=195, 2=217. .`� JO • • E N SF•'. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum �� .'•�;�'C' �i sheetrock be applied directly to the bottom chord. i No 681:82 S T OF t 4C/ % . .0.0 w RAO • �`,,; Joaquin Velez PE N618182 MITek USA',.Inc. FL Cert 6634 6904:Parke East Blvd. Tampa FL 33610 Date: April 30,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1.9/2020 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 �s 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/TP/i Quality Criteria, DS13•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 T23753144 2742547 E7P Jack -Open 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.2 8.430 s Apr20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:22 2021 Page 1 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-LEAOXvIPGZaiVJ?hlw2M2_CIcM2aO41 BlopoczMAg7 Scale = 1:22.6 CSI. DEFL. in (loc) I/clef] L/d PLATES GRIP TC 0.89 Vert(LL) 0.26 4-6 >325 240 MT20 244/190 BC 0.93 Vert(CT) 0.23 4-6 >360 180 WB 0.00 Horz(CT) -0.01 4 n/a n/a Matrix -AS Weight: 30 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=280(LC 12) Max Uplift 3=189(LC 12), 2=-367(LC 12), 4=144(LC 12) Max Grav 3=163(LC 17), 2=336(LC 1). 4=138(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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 6-11-4 zone; porch left and right exposed;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 100 lb uplift at joint(s) except (jt=lb) 3=189, 2=367, 4=144. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �111'111I1,� , PQv N V F I E -NS: Z No, Q81:82 S OF t00 01 � S�ON Al- �fil111i1.11.110 Joaquin Velez PE Nd.68182 MiTek USA', Inc. FL Celt 6634 6904:Parke East Blvd. Tampa FL 33610 Dates April 30,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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/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 I:J..k-Open T23753145 2742547 E7V Truss 14 1 Job Reference (optional) rsunaers rustaource trlant uny, t-Li, rlant city, rL - 3db6i, 8.43U s Apr 2U 2U21 Mtlek Industries, Inc. Wed Apr 28 13:16:23 2021 Page 1 ID:20VQZH 1n97x9G5M9NmJalQZ3Stx-pRkOkFJ11 siZ6TataeZbO GWSn01CJSzAQPYNK2zMAg6 i -1-4-0 4-3-9 7-0-0 1-4-0 ' 4-3-9 2-8-7 3x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 TCDL 7.0 Lumber DOL 1.25 BC 0.68 BCLL 0.0 Rep Stress Incr YES WB 0.09 BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=134(LC 12), 2=-210(LC 12), 5=59(LC 12) Max Grav 4=161(LC 17), 2=336(LC 1), 5=121(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-295/116 WEBS 3-6=-102/293 Scale = 1:23.0 DEFL. in (loc) Ildefl Lid PLATES GRIP Vert(LL) 0.34 6-9 >247 240 MT20 244/190 Vert(CT) 0.28 6=9 >302 180 Horz(CT) -0.03 4 n/a n/a Weight: 26 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 6-11-4 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) Bearing atjoint(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 100 lb uplift at joint(s) 5 except (jt=lb) 4=134, 2=210. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. (1111f1'N/II No 68182 ;iz S T . OF • �[/ .o.� O N 1.111,- Joaquin Velez PE Nd.68182 Mfiek USA, Inc. FL Celt 6634 6964:Parke East Blvd. Tampa F'L 33610 Date: April 30,2021 ®WARNING - Verify designparameters. and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 Qty Ply T23753146 2742547 G01 S Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:26 2021 Page 1 I D:20VQZH In97x9G5M9NmJalQZ3Stx-DOQXNGLvKn47zwIS Gm710u6yFDkEWIxc6Nm1 xNzMAg3 -1-4-0 3-9-4 7-0-0 9-10-0 11 -60 1 15-10-12 19-8-0 i 1-4-0 3-9-4 3-2-12 2-10-0 2-10-0 3-2-12 3-9-4 4x4 = 3x4 = 44 = 17 5 18 19 6 Scale=1:35.2 I? 0 3x4 = 3x8 = 5x8 = 3x4 = 3-9-0 7-0-0 9-10-0 12-8-0 15-10-12 19-8-0 3-9-4 3-2-12 2-10-0 2-10-0 3-2-12 1 3-9-4 Plate Offsets (X,Y)-- [2:0-0-4,Edge), [8:0-0-4,Edgej, [9:0-2-12,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.23 9-10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.24 9-10 >999 1.80 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(CT) -0.08 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 96 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=166(LC 7) Max Uplift 8=-1097(LC 8), 2=-1194(LC 8) Max Grav 8=1433(LC 1), 2=1504(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2817/2188, 3-4=-2639/2097, 4-5=-2359/1941, 5-6=-2347/1985, 6-7=-2666/2174, 7-8=-2837/2274 BOT CHORD 2-10=1869/2481, 9-10=-1906/2486, 8-9=-1953/2510 WEBS 3-10=289/198, 4-10=-545/849, 5-10=-255/304, 5-9=-271/283, 6-9=503/863, 7-9=-298/222 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf: h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 1111,111 111itj' II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,�t,�� U I N �l� VF� ��j 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific V to the use of this truss component. SF '•� �i 4) Provide adequate drainage to prevent water ponding. �� •" V� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • a N;o 681' 82 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 fit between the bottom Ar ' •:" *. will chord and any other members. �L) Refer to girder(s) for truss to truss connections. = 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100.Ib uplift at joint(s) except Qt=lb) 8=1097,2=1194. :9 STA• OF �CI•C 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 344 lb up at 7-0-0, 112 Ito down and 195 lb up at 9-0-12, and 112 lb down and 195 lb up at 10-7-4, and 190 lb down and 344 lb up at 12-8-0 on 0 7� �00. Tc�•:'' P .• top chord, and 386 lb down and 279 lb up at 7-0-0, 84 lb down and 28 lb up at 9-0-12, and 84 lb down and 28 lb up at 10-7-4, and io `' �•'� O R ' •••`�?\ `% 386 lb down and 279 lb up at 12-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of �� ��j ss� • • •` ��� NAl others. 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 No;68182 LOAD CASE(S) Standard MiTek'Wk Inc.. FLCeit6634 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 .6964:Patke EastBlvd. Tampa FL 33610 Date': April 30,2021 Continued on Dacia 2 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the , fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPN 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 Pl7Job 2742547 G01S Hip Girder 1 T23753146 a„a,re�� Reference(optional) • ^� �� �• o.acu s Apr zu zuzi am I eK industries, Inc. Wed Apr 28 13:16:26 2021 Page 2 ID:20VQZHIn97x9G5M9NmJalQz3Stx-DOQXN GLvKn47zwISGm710u8yFDkE WIxc6Nm 1 xNzMAg3 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 6-8=-54, 11-14=-20 Concentrated Loads (lb) Vert: 4=-143(B) 6=-143(8) 9=-386(B) 10=-386(B) 17=112(B) 18=-112(B) 20=-63(B) 21=-63(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 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 City Ply T23753147 2742547 G02S Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:28 2021 Page 1 ID:20VQZH in97x9G5M9NmJalQZ3Stx-90YHoyN9sP KrDESrNB9m5JEKS 1 TO_ilvZhF8?GzMAg1 -1-4-0 6-33 9-0.0 10-8-0 13-4-13 19-8-0 , 1-4-0 6-3-3 2-8-12 1-8-0 2-6-13 6-3-3 it 4x4 = 4x4 = Scale = 1:36.0 4x6 = 3x4 = 4x4 = 4x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip'DOL 1.25 TC 0.50 TCDL 7.0 Lumber DOL 1.25 BC 0.68 BCLL 0.0 Rep Stress Incr YES WB 0.15 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=207(LC 11) Max Uplift 7=405(LC 12), 2=-529(LC 12) Max Grav 7=725(LC 1), 2=802(LC 1) DEFL. in (]cc) I/deft Lid PLATES GRIP Vert(LL) -0.14 8-13 >999 240 MT20 244/190 Vert(CT) -0.30 8-13 >780 180 Horz(CT) 0.03 7 n/a n/a Weight: 89 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1163/1036,3-4=-951/909,4-5=-805/846,5-6=-953/912, 6-7=-1169/1045 BOT CHORD 2-10=781/1018, 8-10=-468/805, 7-8=794/1014 WEBS 3-10=377/467. 4-10=-290/357. 5-8=-318/371. 6-8=389/488 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2E) 2-8-0 to 19-8-0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ' 7=405, 2=529. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Ig ,,`�11111111/1/I 1101N V.No 68182 �•� ;ice :9 • ST OF ' / 0 1111 Joaquin Velez PE Nd.68182 MiTek USA, Inc. FL 6rt 6634 ,6964:Parke East6lvd. Tampa FL 33610 Date: April 30,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ryliTek• 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 ANSIITPII Quality Criteria, DSB-e9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23753148 2742547 G06S Common 1 1 Job Reference (optional) 3 s FirsiSource (Piani Cky, FL), Piant city, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:30 2021 Page 1 I D:20VQZH In97x9G5M9NmJalQz3Stx-6nf2CeOQ00aZSYcDVcB EAkJefg52Sb6C 1_kE4BzMAg? -1-4-0 5-55 9-10-0 14-2-11 19-8-0 1.4-0 5-55 4-4-11 4-4-11 - 5-5-5 Scale = 1:35.6. 4x6 = 4x4 = 5x8 = 4x4 = I" 0 9-10-0 19-8.0 9-10-0 9-10-0 Plate Offsets (X Y)-- [6:0-1-4 Edge] [7:0-4-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.15 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.31 7-10 >752 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Cade FBC2020/TP12014 Matrix -AS Weight: 86 lb FT = 20% LUMBER- BRACING- TOP'CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 6=-405(LC 12), 2=-529(LC 12) Max Grav 6=725(LC 1), 2=802(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1203/1264, 3-4=-919/976, 4-5=-920/983, 5-6=-1210/1325 BOT CHORD 2-7=-985/1080, 6-7=-1014/1061 WEBS 4-7=-532/574, 5-7=406/662, 3-7=-394/581 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp. C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 9-10-0, Corner(3R) 9-10-0 to 13-10-0, Exterior(2N) 13-10-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber 11/)I 1It 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 ��� ��P.Qv) N to the use of this truss component. 4) This truss has been designed fora 10.0 bottom live load •' � psf chord 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 � V ♦. i No 68182. will fit between the bottom chord and any other members. 6) Refer to for truss to truss connections. .f *, * girder(s) ;• 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) = 6=405, 2=529. �' • �► 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. i .STOF ' �� � . `•: R 11 V N�>`� Joaquin Velez FE No.68182 MiTek USAi•toc. FL Gett.6634 .6804:'Pafke Eatt•Blvd. Tampa FL 33610 Date:'. April 30,2021 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 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 ANSIITP/f Quality Criteria, DSB-89 and BCSI Building Component 6904Parke 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 T23753149 2742547 G07S Common 1 1 Job Reference (optional) Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:31 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-azD QQ_P29KiQ4hBP2JjTjyspP ERHB2NLFeUocbzMAg_ -1 4-0 5-5-59-10-0 14-2-11 19-8-0 1-4-0 5-55 4-4-11 4-4-11 5-5-5 Scale = 1:35.6 4x6 = I� 0 4x4 = 5x8 = 4x4 = 9-10-0 19-8-0 9-10-0 9-10-0 Plate Offsets (X,Y)-- [6:0-1-4,Edge),[7:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Idefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.15 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.31 7-10 >752 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 86 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 6=-405(LC 12), 2=-529(LC 12) Max Grav 6=725(LC 1), 2=802(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1203/1264, 3-4=-919/976, 4-5=-9201983, 5-6=-1210/1325 BOT CHORD 2-7=-985/1080, 6-7=-1014/1061 WEBS 4-7=-532/574, 5-7=406/662, 3-7=-394/581 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 9-10-0, Corner(3R) 9-10-0 to 13-10-0, Exterjor(2N) 13-10-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber IIili DOL=1.60 plate grip DOL=1.60 ,�,�1111I Ito 0%'k V N VF� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �j� •''- to the use of this truss component. This has been designed for 10.0 bottom live load ��' , '' C=E N �� S'�''.. �i 4) truss a psf chord nonconcurrent with any other live loads. �� .'• V� 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 N Q 6$182 will fit between the bottom chord and any other members. * *. 6) Refer to girder(s) for truss to truss connections. _.• :' 71 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 6=405,2=529. 'p,: �• 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 'S O F sheetrock be applied directly to the bottom chord. 0 Vz T �• O., ��,� 1111 Joaquin Velez PE No:68182 M[iekU,SA, Inc. FL Cent 6634 6964:1parke Fast Blvd. Tampa FL 33610 Qafi. April 30,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling,of Individual truss web and/or chord members only. Additional temporary and permanent bracing M ITeW 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/TPI1 Quality Criteria, DSB-99 and BCSI 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 s Truss Type Qty Ply TG'O T23753150 2742547 S Roof Special Girder 1 1 Job Reference (optional) irstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:32 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-2AnodKQgwdrHhrmcc1 EiF90_Qeo2wS?VUIDL71 zMAfz 5-3-7 9-10-0 15-11-8 20-6-2 25-1-8 29-8-8 32-4-0 38-8-0 40-0-q 5-3-7 4-6-9 ' 6-1-8 4-6-10 4-7-6 4-7-0 2-7-8 6-4-0 1-4-0 3x6 = 5x6 = 6.00 F12 3 5x6 = 3x8 = 3x6 = 3x4 = ST1.5x8 STP = 3x4 = 5x6 = iv -- 13 12 ST1.5x8 STP = 2x4 11 3x4 = 3x6 = 3x4 = Scale = 1:70.5. ST1.5x8 STP = 3x6 = 5-3-7 9-10-0 15-11-8 19-4-0 22-1%0 26-3-10 26 -0 29-8-8 32-4-0 38-8-0 5-3-7 4-6-9 6-1-8 3-4-8 3-6-0 3-5-10 0- -6 3-4-8 2-7-8 6-40 Plate Offsets (X,Y)-- [1:0-6-0,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.18 20-23 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.39 20-23 >600 180 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 187lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except at=length) 1=Mechanical. (lb) - Max Horz 1=-224(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-359(LC 8), 17=-867(LC 8), 14=545(LC 8), 10=-353(LC 8) Max Grav All reactions 250 lb or less atjoint(s) except 1=640(LC 1), 17=1270(LC 1), 14=804(LC 18), 10=509(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1017/638, 2-3=-724/452, 3-4=-716/448, 4-5=-467/304, 5-6=-390/740, 6-7=-19/360, 7-8=-120/337, 8-9=508/304, 9-10=-538/270 BOT CHORD 1-20=415/975, 18-20=-215/596, 17-18=-96/433, 16-17=-494/270, 14-16=-275/92, 13-14=-80/366, 12-13=-85/367, 10-12=-58/402 WEBS 2-20=411/374, 3-20=-171/419, 5-18=135/350, 5-17=1348/764, 6-17=-566/570, 6-16=93/252, 7-14=-352/394,8-14=-768/434,4-18=-350/239 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=6.Opsf; h=25ft; 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.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 359 lb uplift at joint 1, 867 lb uplift at joint 17, 545lb uplift atjoint 14 and 353 lb uplift at joint 10. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 111 lb up at 19-8-12, 66 lb down and 103 lb up at 21-8-12, and 66 lb down and 103 lb up at 23-11-4, and 72 lb down and 111 lb up at 25-11-4 on top chord, and 29 lb down and 31 lb up at 19-8-12, 24 lb down and 21 lb up at 21-8-12, and 24 lb down and 21 lb up at 23-11-4, and 29 Ito down and 31 lb up at 25-11-4 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 CASE(S) Standard Continued on Daae 2 oPpQUIN ` No 68182 r r 9 ST OF 4U: Joaquin Velez PE Nd:68182 MiTek u§A, Inc. FL 66rt 6634 .6964:10a11ce East Blvd. Tampa FL 33610 Date: And 30.2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and 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 SCSI Building Component 6904 Parkrk East e East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, 36610 Job Truss Truss Type Qly Ply T23753150 2742547 GOBS Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:32 2021 Page 2 ID:20VQZHIn97x9G5M9NmJalQz3Stx-2AnodKQgwdrHhrmcc1 EiF90_Qeo2wS7VU IDL71 zMAfz LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-8=-54, 8-9=-54, 9-11=-54, 21-24=20 Concentrated Loads (lb) Vert: 27=32(B) 28=-26(B) 29=-26(B) 30=-32(B) 32=-29(B) 33=-22(B) 34=22(B) 35=-29(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119r2020 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 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 MI Quality Criteria, DS13-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply 7H7 T23753151 2742547 DIAGONAL HIP GIRDER 4 1 Job Reference (optional) ••��• � • • �•��-• �� �• ^Y, ter, ^r, - o.4ou s mpr zu zuzi mrr eK inaustrles, Inc. vvea Apr 26 13:16:34 2021 Page 1 I D:20V QZH In97x9 G5M9 Nm Ja IQz3 Stx-_YvY2ORwRF5?x9w_kRGAKaU Hj STsOMOoxci S CvzMAfx -1-10-10 5-2-56-10-10 9-10-13 1-10-10 5-2-5 1-8-5 3-0-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.28 6-9 >424 240 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.57 6-9 >205 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) -0.01 6 n/a file BCDL 10.0 Code FBC2020/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-159(LC 8). 2=-341(LC 8), 6=-159(LC 8) Max Grav 4=108(LC 1), 2=528(LC 1), 6=383(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-703/416 BOT CHORD 2-6=-482/628 WEBS 3.6=-678/521 Scale = 1:22.1. 3x4 = PLATES GRIP MT20 244/190 Weight: 41 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 8-9-13 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20:Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint 4, 341 lb uplift at joint 2 and 159 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 35 lb up at 1-5.12, 119 lb down and 61 lb up at 1-5-12, 127 lb down and 101 lb up at 4-3-11, 123 Ib down and 85 lb up at 4-3-11, and 165 lb down and 1691b up at 7-1-10, and 163 Ib down and 159 Ib up at 7-1-10 on top chord, and 7 lbdown and 13 Ib up at 1-5-12, 55 Ib down and 16 Ib up at 1-5-12, 18 Ib down and 23 Ib up at 4-3-11, 18 Ib down at 4-3-11, and 39 lb down and 31 Ib up at 7-1-10, and 37 Ib 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, 5-7=-20 Concentrated Loads (lb) Vert: 11=1(F) 12=-80(F=-42, 13=37) 13=-7(F) 14=-16(F=-11, B=-5) 15=-62(F=-33, B=28) ,%�0 PQV I N V F� I� . G E0. NS'��i No 68182 O R:\ Joaquln Velez PE Nt.66182 MITek USA; Inc.1 Celt 6634 6904-Parke East Blvd. Tampa FL 33610 safe: April 30,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5fl92020 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 ivi 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, DSB-89 and BCSI Building Component 6904 Parke last 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 T23753152 2742547 H7P DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:35 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-SkTxGLSYCYDsYJ U BHgnPloOS6rvK7gexAGS7kMzMAfw 1-10-10 5-2-5 6-10-10 9-10-13 ' 1-10-10 5-2-5 1-8-5 3-0-3 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 TCDL 7.0 Lumber DOL 1.25 BC 0.47 BCLL 0.0 Rep Stress Incr NO WB 0.30 BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-141(LC 8), 2=-454(LC 8), 6=-335(LC 8) Max Grav 4=109(LC 1), 2=515(LC 1), 6=349(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-600/486 BOT CHORD 2-6=-579/564 WEBS 3-6=-609/625 Scale = 1:22.1 3x4 = DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.44 6-9 >270 240 MT20 244/190 Vert(CT) -0.50 6-9 >234 180 Horz(CT) -0.01 6 n/a n/a Weight: 41 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-7-14 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) na 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 4, 454 lb uplift at joint 2 and 335 lb uplift at joint 6. 8'/ Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 12 lb up at 1-5-12, 75 lb down and 12 lb up at 1-5-12, 5 lb down and 85 lb up at 4-3-11, 5 lb down and 85 lb up at 4-3-11, and 37 lb down and 159 lb up at 7-1-10, and 37 lb down and 159 lb up at 7-1-10 on top chord, and 11 lb up at 1-5-12, 11 lb up at 1-5-12, 5 lb down at 4-3-11, 5 lb down at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 on bottom chard. 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, 5-7=-20 Concentrated Loads (lb) Vert: 12=75(F=-37, 131=37) 14=10(F=5, B=-5) 15=-57(F=-28, B=28) WIN ��� J •••�C ENS No 68182 -0 : 9 -S 0 F : �U �r1.1111,1111 Joaquin Velez PE Nd.68182 MITek'USA, Inc.FLCert,6634 6904:1parke East Blvd. Tampa FL 33610 Date: April 30,2021 -- ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19/2020 BEFORE USE. ��' Design valid for use only with MiTekD connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 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 2742547 H7V Diagonal Hip Girder 2 1 T23753153 Job Reference (optional) o.vsu s tipr zu zuzi mi I eK maustnes, Inc. VVea Apr 26 13:16:37 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-P7ahg1 UpkATaoceZPaptyD6ggfx5biKEeax6pEzMAfu -1 100-10 5-4-1 9-10-13 1-1-10 5-4-1 4-6-11 Scale = 1:22.6 3x4 = u'Y'' 0-0.' 0-4-1 5-3-14 9-10-13 4-6-11 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 0.58 Vert(LL) 0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.12 6-7 >960 180 BCLL 0.0 Rep Stress [nor NO WB 0.41 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC202OfTP]2014 Matrix -MS Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 2=0-8-0 Max Harz 2=336(LC 8) Max Uplift 4=276(LC 8), 5=142(LC 8), 2=269(LC 8) Max Grav 4=289(LC 13), 5=377(LC 13), 2=412(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1159/502 BOT CHORD 2-7=-727/1151, 6.7=-739/1156 WEBS 3-7=0/252, 3-6=-1137/722 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' ��i1111If )1 - �1tl�� 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 ,�%%% ,N V will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections.,0 `� PQ G E'N � • �,i 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify .•� .• �,� SF�•. �.0 capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 Ib uplift at joint 4, 142 lb uplift at N.O. 68182 •� joint 5 and 269 lb uplift at joint 2. * �� *. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). = LOADCASE(S) Standard S OF ' -41J 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 O'. Uniform Loads (plf) Vert:1-2=-54 �i•�'.� R ��%' •��� ��t'ss� Trapezoidal Loads 2a OSFPlf)27, B F =27— 40, B=40 8=0 � -to-4=-134 , F=10, B=10-to-5=-49 F=-15, B=-15 till Joaquin .,Velez PE N666182 Mfrek USA, Inc. FL Cert 66A 6904:11parke East Blvd. Tampa FL 33610 fate: April 30,2021 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 MfTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/nfotmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23753154 2742547 L01 HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:39 2021 Page 1 ID: oHYiRCdpcl quXgUg6?iPJ RzdjtT-LWiR5jV3GnjH1 woyW?sL1 eB7fT9S3dkX5uQDt7zMAfs -1-4-0 5-1-3 7-0-0 10-0-0 13-0-0 15.0-6 20.0-0 21-4-0 ' 1-4-0 ' 5-1-3 1-10-13 3-0-0 3-0-0 2-0-6 4-11-10 1-4-0 Scale = 1:36.9 4x6 = 3x4 = 46 = M 0 M I9 3x6 = 3x8 = 3x4 = 3x8 = 3x6 = 7-0-0 13-0-0 20-0-0 7-0-0 6-0-0 7-0-0 Plate Offsets (X,Y)-- [2:0-0-0,0-0-2), [7:0-0-0,0-0-0), [8:Edge,0-0-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.39 10-12 >615 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.31 10-12 >771 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) -0.11 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 98 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-0-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 8=0-4-0 Max Horz 2=172(LC 7) Max Uplift 2=1814(LC 8), 8=-1814(LC 8) Max Grav 2=1516(LC 1). 8=1516(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2818/3273, 3-4=-2667/3223, 4-5=-2390/2940, 5-6=2390/2940, 6-7=-2667/3223, 7-8=-2818/3273 BOT CHORD 2-12=2772/2472, 10-12=-2815/2520, 8-10=-2772/2472 WEBS 4-12=1119/933, 5-12=-249/277, 5-10=-249/277, 6-1 0=-1 120/934, 3-12=-259/316, 7-10=260/316 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. ,w will I I la - II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� % , , `QV N V .%% F� OP.,� �,; ,,, • to the use of this truss component.� �. � .• CGENS"` F•'.� 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. `This No •.: 6) 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 .68182 will fit between the bottom chord and any other members. * ' * r 77 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1814 lb uplift at joint 2 and 1814 lb uplift = _� at joint 8. =p,', e '•� 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 384 lb up at STZ10F (V 7-0-0, 154 lb down and 205 lb up at 9-0-12, and 154 lb down and 205 lb up at 10-11-4, and 173 lb down and 384 lb up at 13-0-0 on top chord, and 403 lb down and 424 lb up at 7-0-0, 98 lb down and 121 lb up at 9-0-12, and 98 lb down and 121 lb up at 10-11-4, ✓ Z �: T••. Q �..• �� and 403 lb down and 424 lb up at 12-11-4 on bottom chord. The design/selection device(s) is the �i�F •' R � O of such connection responsibility of others. .0 s GN,�� �/s N A; `, OS) 9) In the LOAD CASEsection, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Joaquin Velez PE Nd.68182 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MiTek VMS Inc-FLCef16634 Uniform Loads (plf) 6904:Parke East Blvd. Tampa FL 33610 Vert: 1-4=-54, 4-6=-54, 6-9=-54, 13-16=-20 We: April 30,2021 Continued on Dacia 2 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 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/TPll Qualify 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 ss Truss Type MY Ply Poru T23753154 2742547 HIP GIRDER 1 1 Job Reference (optional) t _� �, any, ry, nern i Iiy, rL - 33067, ts.4SU s Apr 2u 2U21 MiTek Industries, Inc. Wed Apr 28 13:16:40 2021 Page 2 i ID: oHYiRCdpcl quXgUg67iPJRzdjtT-piGgJ3Wh 15r8f4N84iNaad IPsVhc4_gKY9m PZzMAfr LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=-126(F) 6=-126(F) 12=-403(F) 10=-403(F) 19=93(F) 20=-93(F) 21=82(F) 22=82(1`) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I192020 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 chard members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/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 City Ply T23753155 2742547 L02 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, a 6-3.6 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-HugC WPXJoOz?G EyKeQup6' 9-0-0 11-0-0 13-8-10 20-0-0 2-8-10 2-0-0 2-8-10 6-3-6 5x6 i 5x6 28 13:16:41 2021 3x8 = 6x8 = 3x4 = 3x8 = Scale = 1:36.9 I� 9-0-0 11-0-0 20-0-0 9-0-0 2-0-0 9-0-0 Plate Offsets (X,Y)-- [2:0-8-0,0-0-14], [4:0-3-0,0-2-7], [5:0-3-0,0-2-7], [7:0-8-0,0-0-14], [10:0-4-O,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 0.92 Vert(LL) 0.61 9-16 >394 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.53 9-16 >452 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) -0.04 7 n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix -AS Weight: 92lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied. 4-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 7=0-4-0 Max Horz 2=213(LC 11) Max Uplift 2=-960(LC 12), 7=-960(LC 12) Max Grav 2=812(LC 1), 7=812(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1183/2881, 3-4=-982/2713, 4-5=-823/2413, 5-6=971/2677, 6-7=1181/2869 BOT CHORD 2-10=2421/1022, 9-1 0=-1 990/823, 7-9=2432/1021 WEBS 3-10=323/672, 4-10=-1164/339, 5-9=-1186/340, 6-9=329/697 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2E) 2-8-0 to 21-4-0 zone; porch left ,,,��►1111/���, lee and right exposed;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 WIN V F� •'G'E to the use of this truss component. drainage ��� • N `SF••• �i 4) Provide adequate to prevent water ponding. �� •'�'�r\ 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' N o '681:82 •. 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. * .� *. '_ = YI Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 960 lb uplift at joint 2 and 960 lb uplift at joint 7. =p 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 9 : S T OF (V ­ sheetrock be applied directly to the bottom chord. �OT••,� P �` ,••N �iiC� ... N A� %�- �11,1 LI;U� Joaquin Velez PE N6.68182 Mfiek'USA; Inc. FL Cert 6634 ,6904-Parke East Blvd. Tampa FL 33610 D"ate: April 30,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. ��' Design valid for use only with MiTek®connedors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery,erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. - -I- For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 of O 2 U IL O I- Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek� MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.