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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 Maitland, Florida 32751 FP: D S (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES June 28, 2021 Building Department Ref: Adams Homes Lot: Lot 46 Blk.1 Subdivision: Fort Pierce - Waterstone Address: 5423 Lugo St. Model: 2030 B LHG KA # 21-4473 Truss Company: Builders First Source Date of drawings: 6/23/21 Job No.: 2724263 Wind Speed: 160 Exposure: C Truss Engineer: 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. S. i.y.........,r��`� 0�� o S�. SQ _ - 6/28/2021 6/28/2021 Jal j��,�ro P.$•' Scott Lewkowski, P.E. Luis Pablo Torres, P.E. �6'1�,A,,.•'� FL. #78750 FL. # 87864 NIG` ;FDS Engineering Associates, G BuildinCode Experts" Company g P ar a. ..1 .I J li ll i ii OMM I INOMMOMMON MO ������I 11 0011 1 II KIM110 �� 1 III -is 1 IN ►+�i�_I_�II��%/�\\ III 1■,®®®®�:•� I1� 1■ I1� 1■ II �� I is it . li ,i I� IT CONNECTORS SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYM 0 A` LUS24 / JUS24 895 / 835 490 /510 .iLA 0 A HTU26/ THD26 3600 / 3470 1155.5 / 2330 1LA. 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 1LB 0 C HTU26-2 / THD26-2 13600 / 3355 2175 / 2340 1 tc 0 D HTU28-2 / THD28-2 4680 / 5005 3485 / 2695 11D 0 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 11E 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 111 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 1 LG 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 1 ut 0 J THJA26 / HJC26 119100 / 8990 4095 14370 1 w 20 3X8NOP ❑� Reviewed and Approved ❑ Reviewed with Notations ❑ Revise and Resubmit ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and perforating his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 06/28/2021 By: ES Submittal No.: Project No.: 21-4473 Project Eng.: Carl Brown Project Name: Adams Homes - Fort Pierce - Waterston - Lot 46 Blk i VERIFY ALL DIRENSIONS AND CENNG CONDITIOM PWOR TO APPROVAL SOME CEILING FRAMING REGURED IN FEID BY BUIDER M NWINDFCRCEMISTING SYSTETNCGHYBNDWIND AS=46 IMPORTANT ENCLOSED 0MOSUFE CATEGORY C OCCUPAWY CATEGORY n This Drawing Must Be Approved And MD IMPOLOAD T60 MPH YAND ANCLI cToa too Returned Before Fabrication Will ES HAVE 1RUSSES NAVE BEEN DE9IONED FOR A 0.0 PSF BOTTOM CHORD LNE LOAD BEEN DEMONED Begin. For Your Protection Check All NONCONCUMWIT YM ANY OTHER LIVE LOADS Dimensions And Conditions Prior To APBELO Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL• 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF BCDL• 10 PSF BCDL: 5 PSF By �� 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-131 SUMMARY SHEETS, ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (is. 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 Wail, 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: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE BUILDER: Adams Homes PROJECT: Single Family -!— BLOCK 160 MODEL: 2030 B 2 CAR ADDRESS: 6423 LUGO ST LOT I BLOCK: 1 4611 SUBDIVISION: I WATERSTONE CITY: I FT PIERCE DRAWN BY: KSANCHEZ JOB 0: 1 2724263 DATE: 1 061OW2021 1 SCALE: I NTS PLAN DATE: 1 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33563 Ph. (813) 3054300 Fax (813) 3054301 Lumber design vatues~are-hin accordance with ANSI/TPI:1. section 6.3 These truss designs rely on lumber values established by others. RE: 2724263 - 2030 B2CAR MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2030 B 2 CAR ModeTT lan Nk9121UP Lot/Block: 46/1 Subdivision: WATERSTONE Address: 5423 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: ASCE 7-16 Wind :Speed: 160 mph Roof Load: 37.0 psf = Floor Load: N/A.psf This package includes 37 individual, Truss DesignDrawingsand 0 Additional Drawings. With my.seal affiked to this sheet, I hereby certify that 1 am the. Truss ,Desidni 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 T24457643 A01 - 6/23/2-1. 23 T24457666:.CV6 6/23/21 2 724457644. A02 ..... 6/23/21 24 T24457666 CV7 ... 6/23/21 3 T24457645 A03 6/23/21 25 T24457667 E7A 6/23/21 4 T24457646 A04 6/23/21 26 T24457668 E7V 6/23/21 5 T24457647 : A05 .:6/23/21 . 27 T24457669 EV6 6/23/21 6 T24457648: A06 "6/23/21 - 28 T24457670. G01 6/23/21 7 T24457649 : AN - 29 T24457671: G02 6/23/21 .6/23/21 8.: T2445765o A08: 6/23/21 30 : T24457672 G03 :.: 6/23/21 9. T24457651 A09 6/23/21 31- .: T24457673 H7A .. - . 6/23/21 10 T24457652 A10 = 6/23/21 32 T24457674 H7V :. 6/23/21 11 T24457653.: A1;1 :6/23/21 33 T24457675 P01 6/23/21: 12 T24457.654 801 6/23/21 34 T24457676 ' P02 .6/23/21 13 B02 6/23/21- 35 .. T24457677 PB09 . 6/23/21 , .T24457655 . 14 T24457656 B03:.: :: 6/23/21 36 T24457678 Z01 6/23/21 15 T24457657 C 1 A - 6/23/21 37 T24457679 Z02 6/23/21 16 724457658 . C 1 V - 6/23/21 . ...17 T24457659: C3A 6/23/21 - 18 T24457660 . C3V 6/23/21 19 T24457661 C5A. 20 T24457662 C5V 6/23/21 21 T24457663 CV2 - 6/23/21 22 724457664 : CV4 :6/23/21 The trussdrawing(s) referenced above have been prepared by %��PQU�:: MiTek USA,. Inc. under my direct. supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineers Name: Velez, Joaquin No 8182 *. 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 that the engineer named is licensed_ in; the jurisdictions) identified and that the -comply '00" �.<` �� designs with ANSI/TPI 1.: These designs are based upon: parameters S'�:. R:I.C. GN,��: " � � shown (e.g., loads, supports,. dime.nsions,. shapes and:design codes), which were . :. information ij� . ,� ... ,� AI to MiTekornt TRENCO' fi efe eeonly civen not takennto accouTek's ence pu posct stomers e nd wasin the preparation of:the'se designs. MiTek or TRENCO has not independently verified the Jaaqui elez PE 0.8182 applicability: of the design parameters or the designs for any particular building. Before use, : MITek $A. Inc._ F Cert 6634 the: building designer should.verify applicability of design parameters and properly 6904 arks East. I d. Tampa FL 33610 incorporate these. designs into the overall building design perANSIITPI 1, Chapter 2. Date: June 23,2021 Velez, JoUquin 1 of 1 Job Truss Truss Type Qtv Ply 2030 B 2CAR x X T24457643 2724263 A01 HIP GIRDER 1 2 Job Reference optional) Builders rtrstSoufce (Plant City, FL), !_ T1-4-� 3.9-4 7-0-0 Plant City, FL - 33567, 11-4-0 15-8-0 21-1-11,' 6.430 s dun 2 2021 MI I ek Industries, Inc. Wed Jun 23 1 2:20AG 2021 rage 1 I D:7fJs6CAsfAXytW iff?DExXz547D-wHcVk3nMynsrFiR_D 120MptOeEvW UFyajVn5XRz3P8L 25-10.0 1.0;M 36.0-0 39.3-5 43-0-0 44-4-0 4 3-9-4 3-2-12 4.4-0 4-4.0 5-5-.11 4-8-5 4-10.6 5-3-9 3-3-5 3-8-11 1-4-Y. Scale = 1:79.8 Sx6 6.00 12 3x4 = 3x4 11 5x8 = 2x4 11 3x4 = 5x6 — 3 23 4 .24. 5 25 26 27 6.28, .29 30 7 31 32 B 33. 34 9 ST1.5x8 STP = m ST1.5x8 STP = Cr.. 14 jso. m 2 13 12 10 1 Sx8 = 39 40 41 42 43 44 45 465i 11 Iv1n .o .. 6x8 = 6x8 = o 16 1538 3x4 35 = 36 37 3x6 ST1.5x8 STP = 3.00112 3x8 Zz 6x8 — J' 15.4-0 15rB-0 21=1-1' 4-0.0 10-839-3-5 Plate Offsets (X 1)-- [3:0-3-0 0-2-0] [6:0-4-0 0-3-0] [9:0-4-0 0-2-8] [10:0-0 10 Edge] [13:0-4-0 Edge] [15:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TOLL 20.0 . Plate Grip DOL . 1.25 TC 0.79 Vert(LL) . 0.79 12-13 >420 240 MT20 244/190. TCDL 7.0 Lumber DOL 1.25 BC. . 0.'96 Vert(CT) -0.84 12-13 >396 180 BCLL 0.0 :' Rep Stress Incr NO WB 0.72 HOrz(CT) -0.16 . 10 n/a h/a BCDL; 10.0 Code FBC20201TP12014 Matrix -MS Weight: 394 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins. 3-6,6-9: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied 6r5-6-14 oc bracing. Except: BOT CHORD 2x4 SP M 31 'Except' 6-0-0 oc bracing: 14-15 2-15: 2x4 SP Nd.2, 13-14,10-12: 2x4 SP No.i WEBS 1 Row at midpt 6-14 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0, 15=0-8-0 Max.Horz 2=128(LC 27) Max Uplift 2=-906(LC 5), 10=-1662(LQ 9), 15=-3750(LC 5) Max Grav_2=847(LC 19), 10=1987(LC'20), 15=4001(LC 1) " FORCES. (lb) - Max. Comp./Max. Ten: - All forces 250 (lb) or less except when shown. TOP CHORD 2-3- 1335/1616, 3-4=-1124/151014-5=-456/762, 5-6=7943/1297, 6-7=-7024/5812, 7-8=-7014/5799, 8-9=76000/5058;.9-10=-6676/5462 BOT CHORD 2-16=-1401/1122, 15-16=-597/293, 14-15=-2789/2411, 5-14— 737/860,' 13-14=-3519/4002, 12-13=-6147/7343, 10-12= 4802/6036 , WEBS 3-16=-186/278, 6-14=-5582/4826, 6-13=-2285/3256, 7-13=-488/621, 8-13= 357/663, 8-12=-1538/1597, 9-12==1637/2253, 4-16=-1062/1095, 4-15=-1417/1556 NOTES- 1) 2-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: 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=5.Opsf; h=15ft; Cat. 11; Exp,C; Encl.;, GCpi=0.18; MWFRS (envelope) gable end zone; porch left exposed; 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. 61 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) Bearing at joints) 10 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 joint(s) except Qt=lb) ...2=906,10=1662,15=3750. . Joaquin Velez PE Nd.63162 MiTek USA, Inc. FL Celt 6634 6904:Parke East Blvd. Tampa FL 33610 . Date: June 23,2021 Dnti ued on a e 2 .A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE: ..�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent Is always: required for stability and to prevent collapse with possible personal injuryand 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 BCS1 Building Component. - 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type Qtry Ply 2030 B 2CAR T24457643 2724263 A01 HIP GIRDER 1 2 Job Reference (optional) twiiaers t-irstb'ource (Plant tatty, t-L), Nlant Ulty, t-L - 33567, 8.430 s Jun 2 2021 mi I eK Industries, Inc. Wed Jun 23 12:20:41 2021 Page 2 ID:7fJs6CAsfAXytWiff7DExXz547D-.PTAtxPo; j4_isrOAnOZdvOQZOeFIDiCkx9Xe4tz3PBK WJTES= 11) Hanger(s)• or,other connection device(s)-shall be provided sufficient to support concentrated load(s) 218 lb down and 375 lb up at 7-0-0, 89 lb down and 175 lb up. at 9-0-12, 89 lb down and 175,lb up at 11-0-12, 89 lb down and 175 lb up at 13-0-12, 89 lb down and 175 lb up at 14-11-4, 113 lb down and 204 lb up at 15-11-4, 113 lb down and 204 lb up at 17-11-4, 113 lb down and 204 lb up at 19-11-4, 113 lb down and 196 lb up at 21-11-4, 113 lb down and 204 lb up at 23-11-4, 113 lb down and -204 lb up at 25-11-4, 1,13 lb down and 204 lb up at 27-11-4, 113 lb down and 204 lb up at 29-11-4, 113 lb down and 204 lb up at 31-11-4, and 113.1b down and 204 lb up at 33-11-4, and 473 lb down and 572 lb up at 36-0-0 on top chord, and 352 lb down and 503 lb up at 7-0-0, 100 lb down and 134 lb up at 9-0-12, 100 lb down and 134 lb. up at 11-0-12, 100 lb down and 134 lb up at 13-0-12, 100 Ib down and 134 lb up at 15-2-12,:84 lb down and 29 lb up at 15-11-4, 84 lb down and 29 lb up at 17-11-4, 84 lb down and 29 Ib up at 19-11-4, 84 lb down and 29 lb up at 21-11-4, 84 lb down and 29 lb up at 23-11-4, 84 lb down and 29 lb up at-25-11-4, 84 lb down and 29 lb up at 27-11-4; 84 lb down and 29 lb up'at 29-11-4, 84 lb down and 29'lb up at 31-11-4, and 84 lb down and 29 Ib up at 33-11-4, and 1181b down and 69 lb up at 35-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.' LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads "(plf) Vert: 1-3=-54, 3-9=-54, 9-11=-54, 15-17=-20, 12-14_-20, 12-20=-20 Concentrated Loads'(Ib) Vert: 3=-171(B) 9=-426(8) 5=-89(B):16=-352(8) 13=-62(B) 7=-113(B) 12=-96(13) 4=-89(B)15=-87(B) 23=-89(B) 24=-89(B) 25=-113(B) 26� 113(B) 27=-113(B) 29=-113(B) 30=-113(B) 31=-113(B) 32=-113(B) 33=-113(B) 34=-113(B) 35=-87(B) 36=-87(B) 37=-87(B) 38=-62(B) 39=-62(B) 40=-62(B) 41=-62(B) 42= 62(B). 43=-62(B)44=-62(B) 45=-62(B) 46=-62(B) pq .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 MTek® connectors. This design is based only upon parameters shown, andis for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and Prdpedy incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek" is always: required for stability and to prevent collapse with possible personal Injuryand property, damage. For general guidance regarding the . fabrication, storage; delivery, erection and bracing, of trusses and truss systems, see - ANS11 PIf Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Otv Ply 2030 B 2CAR t r T24457644 2724263 A02 HIP 1 2 Job Reference (optional) Builders FlrstSource (Plant Utty, FL), Plant city, FL = 33567, 8.430 s Jun 2 2021 MI I eK Industries, Inc. Wed jun 23 12:20:42 2021 rage 1 ID:7fJs6CAsfAXytW iff?DExXi547D-tlF91pcUO6ZU7bMKC4sREynO1 cayEbtApGBcJi3PBJ t1-4-q' 5-11-1 9-0.0 14-6-3 21-6-0 28-5-13 34.0-0 , 37-0-15 43.0-0 44-4-Q 1-4 03-0.15 5.6-3 6-11-.13 6-11-13 5.6-3 15 5-11-1 1-4-0 Scale=1:79.8 5x6 — 5x6 = 3z4 = 3x4 = 5x6 6.00 12 4 5 22 6 723 6 2x4 2x4 3 9 0 ST1.5xB STP = .. (V ST1.5x8 STP = 1 2 15 14 13 12 10 10 11 l`v 0 5x12 = 5x6 _ 3x4 = 5x12 = Iv o 3x6 3.00 F12 3x6 8 8 0 18 2 7 24-9-9 34-4-0 43-0-0 r 8-8-0 9.6-7 6.7-1 9.6-7- 8.8-0 Plate Offsets (X Y)-- [2:0-0-10 Edge] [4:0-3-0 0-2-0] [6:0-3-0 0-3-01 [&0-3-0 0-2-0] [10:0-0-10,Edge], [14':0-2-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATE_ S GRIP TCLL 20.0 Plate Grip. DOL 1.28 TC. 0.58 Vert(LL) 0.9413-14 >551 240 MT20 244/190 TCDL 7.0: Lumber DOL 1.25 BC 0.86 Vert(CT) -1.13 14-15 >458 180 ' BCLL 0:0 ' Rep Stress Incr YES W B 0.39 HOrz(CT) , MIS 10 n/a n/a . BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 390 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc puriins. BOT CHORD. 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-12 oc bracing. WEBS 2z4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=159(LC 14) Max.Uplift 2=-1027(LC 10), 10=-1027(LC 11) Max Grav 2=1663(LC 1), 10=1663(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5338/3222, 34=-5159/3038, 4-5=-4341/2618, 5-6=-6503/3994, 6-7=-6489/3917, 7-8= 4340/2540, 8-9=-5158/2946, 9-10=-5338/3095 BOT CHORD. 2-15=-2941/4820, 14-15=-3693/5958, 13-14=-4117/6745, 12-13=-3544/5960, .10-12=-2642/4816 WEBS 3-15=-173/318,.4-15=-1127/2044, 5-15=-1860/1446, 5-14=-392/721, 6-14=-368/478, 6-13=-384/487,.7-13=-382l706, 7-12=-1863/1445; 8-12=-1088/2044, 9-12=-179/329 NOTES- 1) 2-ply truss to be connected together with 1 Od (6.131 "&') nails as follows: Top chords connected as. follows: 2x4 -1 row at 0-9-0. oc. Bottom chords connected as follows: 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=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS. (envelope) gable end zone and C-C Exted6r(2E) -1-4-0 to 2711-101:Exterior(2R) 2-11-10 to 15-1-0, Interior(1) 15-1-0 to 27-11-0, Exterior(2R) 27, 11-0 to 40-0-6, Exterior(2E) 40-0-6 to 44-4-0 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. p Joaquin Velez PE No.68182 9) Bearing at joints) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula.. Building designer should verify : MiTek USA, Inc. FL Celt 6634 capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1,00 lb uplift at joint(s) except Qt=1b) 6904:Parke East Blvd. Tampa FL 33610 2=1027,10=1027. Date: June 23,2021 .® WARNING -Verity 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 property Incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° prevent is always:required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see . ANS11fP/1 Quality Criteria, OSB-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 Qtty Ply 2030 B 2CAR t T24457645 2724263 A03 Hip: 2 1. Job Reference (optional) euuaers rirst6ouree Iriani L ny, t-L), riarn ucy, rL - JJDRIII O.YJV J Jul L GVG 1 IVII 1 CR IIIUUJIIICJ, 111U. YYCV JUI I LJ I c.GV.YY GVG, aye I ID:7fJs6CAsfAXytW iff?DExXz547D<p2r9aRgtO?MHjJIIS87KXf23yrGPQ33Ae6l IgCz3P8H 11-4-g 5-10-14 B-8-0 11-0-0 , 18-0-9 24.11-7 32.0-0 34-4-0 ', 37-1-2 , 43-0-0 44=4-Q 1-4-0 5-10-14 2-9-2 2-4c0 . 7-0-9 6-10-13 7-0-9 2-4-0 2-9r2 5-10-14 1-4r Scale =1:79.8 6x8 $x8 = 2x4 11 6x8 — . .. 6.00 12 2x4 1 1 . 5 26 6 27 7 28 8 . 2x4 11 4' .. 9 2x4�25 2x4 = M29S10. d ST1.5x8STP= 30 �24 ST1.5x8 STP = m 2 17 16 . 15 14 13 11 o 0 aI 1 8x10 = 12 Ia a 0 4x4; 6x8 — 4x8 = 8x10 = : : . 0 5x8 zz . 5x8 3.00 12 .. .. - -8-0 11-0.0 18-0-9 24.11-7 32-0-0 34-4-0 43-0-0 8-B-0 2-4-0 7-0-9 6-10-13 _-.7-0-9 2-4-0 B-8-0 Plate Offsets (X Y)-- [2.0-4-11 0-1-6] 16:0-6-0 0-2-8] {6:0-3-12 0-3-0] [8:0-6-0 0-2-8] [11:0-4-11 0-1-6] [13:0-5-40-5-0] [17:0-5=4,0-5=0] LOADING (pso SPACING- 2-0-0 CSI. :DEFL. in (loc)' I/deft. Ud PLATES GRIP TOLL . 20.0 : Plate Grip:DOL 1.25 TC 0:83 Vert(LL) 0.93 14-16 >557 .240, " ' MT20 244/1.90 TCDL 7.0. Lumber DOL 1.25 BC, . 0.90 Vert(CT)-:1..18 13-14 >437 180. BCLL 0.0 :' Rep Stress Inct•. YES W B , 0;71 Horz(CT) 0.64 11 n/a n/a BCDL 10.0 Code FBC2020lfP12014: Matrix -MS Weight: 243 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' .. TOP CHORD. Structural wood sheathing directly applied or 2-2;0 oc purlins. 5-6,6-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-1-12 oc bracing. BOT CHORD 2x6 SP No-2 WEBS 1 Row at midpt , 5-16, 8-14 WEBS 2x4 SP No.3 REACTIONS. . (size) 2=0-8-0, 11=0-8-0 Max.Horz 2=189(LC 14) Max Uplift 2=-1024(LC 16), 11=-1024(LC 11) Max Grav 2=1663(LC 1), 11=1663(LC:1).: FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 _(Ib) or less except when shown: TOP CHORD 2-3=-5616/3400, 3-4==5340/3117, 4-5=-5332/3214, 5-6=-4876/2874, 6-7= 4870/2796, 7-8=-4870/2796, 8-9= 5332/3018; 9-10=-5340/2923, 10-11=-5616/3212 BOT CHORD .2-17=-3149/5116, 16-17= 2049/3717, 14-16=-2723/4870, 13.14=-1849/3717, 11-13=-2782/5117 WEBS 3-17=-219/391,.5-17=-1133/1866, 5-16=-954/1416, 6-16=-449/500,.6-14=-367/368, 7-14=-394/461, 8-14=-948/1410, 8-13=-1027/1865, 10-13=-219/399 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph.(3-second gust) VASd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Ezterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-9-1, Exterior(2R) 6-9-1 to 15-2-15, Interior(1) 15-2-15 to 27-9-1, Exterior(2R) 27-9-1 to 36=2-15, Interior(1) 36-2=15 to 41-4-0, Exterior(2E) 41=4-0 to'44-4-0 , zone; cantilever left and right exposed ;'end vertical left 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 focverifying 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 nonconcurre.nt 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 othermembers. 7) Bearing at joint(s) 2, -11 considers: parallel to grain value using ANSVTPI 1 angle to gmin.formula. Building designer'should verify capacity of bearing surface. ' 8) Provide mechanical connection (by others) of truss to bearing plate, capable of withstanding 100 lb uplift at joint(s) except (jt=lb) . 2=1024, 11=1024.: Joaquin Velei PE ROAD 162: .. M1Tek USA, Inc.. F Cert 6634 6904:1paike East Blvd. Tampa FL 3.3.610 Date:.... June 23,2021 .,& 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, pot �- a truss system. Before use, the building designer must verifythe applicability of design parameters and properly incorporate this design into the overall design. Bracing Indicated is to individual truss:web, and/or, chord members only: Additional temporary, and pennanentbracmg MiTek' building prevent buckling of 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 2030 B 2CAR t 1 T24457646 2724263 A04 Hip, 2 1 Job Reference (optional) Iiunaers mrsibource (rlant tiny, 1-L), mant t:Ity, t-L - Jdbbf, . • . b.4Ju s Jun z zuz1 mi I eK mausines, Inc. Wea Jun z:1 1z:zu:4b zuzl rage i ID:7fJs6CAsfAXytW jff?D ExXi547D-1 Rzm?6s7Ydc?zdv7719oc47POfyzuxxT50EP15z3P8F T1-4 q 5-10-14 8-8-0 13.0-0 18-8-0 24-4.0 30-0-0 34-4.0 37-1-2 , 43-0-0 44-4-f) 1-4- 5-10-14 2-9-2 4 4-0 5-8-0 5-8-0 5.8-0 4-4-0 2-9-2 5-10-14 1-4-0 .. Scale = 1:81.4 j 6.0012 5x6 = 5x6 = 3x4 = 5x6 = 5 627 28 729 8 7x8 7x8 2x4 -4 9 m 30 2x4 o 26 3 10 ST1.5x8 STP = ST1.5x8STP= 25 31 2 18 17 1 16 15 14 13 11'12 m 19 N 0 7x8 - 4x8 = 5x8 = 4x4 = 4x8 = 7x8 = to 5xa Sx8 3.00 12 8-8-0 0-0 21-6-0 30-0-0 34-4.0_ _, 43-0-0 _3 8-8-0 4-4.0 8-6-0 8-6-0 4-4-0 8-8.0 Plate Offsets (X Y)-- [2:0-4-11 0-1-6] [4:0-3-8 Edde] [5:0-3-0 0-2-OL [6:0-3-0,0-3-0], [8:0-3-0,0-2-0], [9:0-3-8,Edge], [11:0-4-11,0-1-6], [13:0-4-0,0-5-4], [18:0-4-0,0-5-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC . 0:84 Vert(LL) .. 0.78 15-17 >662 240 MT20 244/190. TCDL • 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -1.03 14-15 >503 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(CT) 0.60. 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight:251 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied or 2-2.0 oc purlins. BOT CHORD 2x6 SP No.2 • BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No..3 REACTIONS. (size) '2=0-8-0, 11=0-8-0 Max Horz 2= 220(LC 11) Max.Uplift 2=-1020(LC 10), 11=-1020(LC 11) Max Grav 2=1663(LC 1), 11=1663(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5566/3387, 3-4=-5328/3163, 4-5 3661/2209, 5-6=-3268/2062, 6-7=-3813/2357, 7-8=-3268/2062, 8-9=-3661/2209, 9-10= 5328/3106, 10-11— 5565/3257 BOT CHORD 2-18=-3168/5066, 17-18=-2783/4791, 15-17=-1915/8761, 14-15= 1899/3761, :13-.14=-2511/4791, 11-13= 2792/5066 WEBS 3-18=-1711316, 4-18— 760/1306, 4-17=-1749M232, 5-17= 707/1359, 6-17=-767/607, 6-15=-145/310,.7-15=-144/309, 7-14=-767/606, 8-14=-707/1359, 9-14=-1749/1121, 9- 1 3=-665/1307, 10-13=-171/324 NOTES- -1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=1606iph (3-second gust) Vasd=124niph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Ezp C; Encl., GCpi=0.18; MWFRS (envelope). gable end zone and C-C Exterior(2E) -1-4-0 to 2-11-10, Interior(1) 2-11-10 to 6-11-0; Exterior(2R) 6-11-0 to 19-1-0, Interior(1) 19-1-0 to 23-11-0, Exterior(2R) 23-11-0 to 36-1-0, Interior(l) ' 36-1-0 to 40-0-6, Extedor(2E)'40-0-6 to 44-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed 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, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula.Building designer should verify . capacity of bearing surface. . 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=1020, 11=1020., Joaquin Velei PE No.68182 MiTek USA, Inc. FL Celt 6634 6904:Parke East Blvd. Tampa FL 3..361.0 Date: June 23,2021 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 in Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary, and permanent' bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSVTpll 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 2030 B 2CAR . 1 T24457647 2724263 A05 Hip: 2 1 Job Reference (optional) Builders Firstbource (Plant Clty, FL), Plant Clty, FL - 33567, : 8.430 s Jun 2 2021 MI I eK Industries, Inc. Wed Jun 23 12:2U:48 2U21 Page 1 ID:7fJs6CAsfAXytW iff?D ExXz547D-hp5WPotN4Etj CWLW h_BGhVCk?SedMvVmYkj W pzz3P8D r1 11-4-0 5-10-14 8-8-0 15-0-0 21-6-0 28-0-0 , 34-4-0 37-1-2 , 43.0.0 44.4-0 1-4- 5-10.14 2-9-2 6-4-0 6-6-0 6-6-0 6.4-0 2-9-2 5-10-14 1-4- Scale=1:81.4 . 6.b0 12 Sx6 3x8 = 5x6 = .5 62526 7' 5x6 5x6 4 8 w o 2x4 zz :20.= 3 9 ST1.5x8STP= ST1.5x8STP= 24 1. 2 17.co ... 16 15 14 13 12' 1011 ml6 0 7x8 = 4xB = 4x8 — 2x4 11.... 4x8 — 7x8 = Io 5x8:ZZ 5x8 s 3.00 F12 i B-B-O 15-0-0 21=6-0 26-0=0 34.4.0 43-0-0 8-8-0 6-4.0 6.6-0 6.6.0 6-4-0 8-6-0 Plate Offsets (X Y)-- ' [2:0-4-11 0-1-61[4:0-3-0 0-3-0] [5:0-3-0 0-2-0][7:0-3-0,0-2-0],[8:0-3-0,0-3-0],[10:0=4-11,0-1-6];[12:0-4-0,0-5-0];[17:0-4-0,0-5-0] LOADING (psf) SPACING- 2-0-0CSI. DEFL. in (loc) I/deft. Ud PLATES GRIP TOLL 20.0 . Plate Gdp:DOL- 1.25 TC. 0.96 t Vert(LL) 0.72 14-16 >713 240 MT20 .:244/1.90. TCDL 7.0, Lumber DOL 1.25 BC. 6.94 . Vert(CT) -0.04 14 >547 186, BCLL 0.0 .' Rep Stress Incir YES WB. . 0:55 HOrz(CT) *.0.59:. 10 n/a h/a.. :. BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 256lb 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 or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-16, 6-16, 6-13, 8-13 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-251(LC 11) Max Uplift 2=-1014(LC 10), 10=-1014(LC 11) .. Max.Grav 2=1663(LC 1), 10=1663(LC 1) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5563/3383; 3-4=-5354/3201, 4-5=-3264/2015, 5-6=-2877/1904; 6-7=-2877/1904, :7-8=-3264/2615, 8-9==5354/3.145, 9-10=-5563/3246 BOT CHORD : 2-17=-3193/5063, 16-17=-2795/4709, 14-16=-1550%3158, 13-14- 1550/3158, :12-13=-2508/4709, 10-12= 2780/5063 WEBS 3-17=7135/260,.4 17=-749/1338, 4-16- 1:985M451, 5-16=-554/1110, 6-.16=-545/419, 6-13=-545/418,:7-13=-554/1110, 8-13=-19851-1318, 8-12=-639/1338, 9-12 135/269 NOTES= 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=1.60mph (3-second gust) Vasd=124mph; TCDL=4:2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., . GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterjor(2E) -1-4-0 to 2-11-10; Interior(1) 2-11-10 to 8-9-10, Exted6r(2R) 8-9-10 to 21-1-0, Interior(1) 21-1-0 to 21-11-0, Exterior(2R) 21-11-0 to 34-2-6, Interior(1) 34-2-6 to 40-0-6, Exterior(2E) 40-0-6 to 44-4-0 zone;C-C for members and forces & MWFRS for reactions_ shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific' ... . to the use of this.truss component. 4) Provide adequate drainage to prevent water ponding.. 5) This truss has been designed,for a 10.0 psf bottom. chord live load nonconcurrent with any other live loads. 6) *This truss has been designed for alive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and, any other members. 7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSl/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 withstandirig 100 lb uplift at joint(s) except Qt=lb) 2=1014, 10=1014. Joaquin Velez PE 96.68182 MiTek USA, Inc. FL Celt 6634 6904:Parke East Blvd. Tampa FL 33610 Date:. June 23,2021 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 property incorporate this design into the overall • building design. Bracing indicated is to buckling of individual truss web.and/or, chord members only. Additional temporary. and permanent bracing p� MiTek' prevent is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the ; . fabrication, storage, delivery, erection and bracing_ of. trusses and truss systems, see.. . ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ... Tampa, FL 36610 Job Truss Truss Type Oty Ply 2030 B 2CAR ! 1 T24457648 2724263 A06 Hip 2 1: Job Reference (optional) euilaers mrstsource tmam uty, t-L1, mant forty, t-L - 36bbl, 6.43u S dun z zuzl mi I eK Inaustnes, Inc. wea uun z312:zu:bu zozl rage 1 I D:7fJs6CAsfAXytW iff?DExXz547D-eCCHgUvecr7RRECvoPEkmwl5QGLXgi V302Ccusz3P8B 1-4- 5-19-14 8-8-0 13-1-11 110.0 21-6.0 26-0-0 29-10-.1 34.4-0 37-1-2 43-0-0 4- 4-0 5-10-14 2-9-2 .. 4-5-11 3-10.5 4-6-0 4.6-0 3-10-5 4-5-11 2.9-2 5-10-14 4- Scale =1:82.1 5x6 = 6.00 F12 . . . 3x4 = 5x6 = 7 8. 9 .4x6 i 4x6 6 10 5x6 i 5 28 29 5x6 m 4 11 2x4 = 12 2x4 c u; ST1.5x8STP= 3 13 27 30 . . 0 w 2 20 19 18 31 17 16 14 C 1 32 15 cS o Bx10 — 4x8 = 4xB = 8x10 = Io. 4x8 4x12 zz 4x12 3.00. 12 17 0 0 26 0 0 34-4-0 43-0-0 8-8.0 8-4-0 9-0-0 B-4-0 8.8.p Plate Offsets (X,Y)- [5:0-2-4,0-3-4], [6:0-1-0,0=1-12], [7:0-3-0 0-2-% [9:0-3-0,0-2-0], [10:0-1-0,0-1-12], [11:0-2-4,0-3-4], [16:0-5-12,0-5-4]; [20.0-5-12,0-5-41 LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (loc) I/deft. Ud PLATES GRIP - TCLL 20.0 . : Plate Grip:DOL 1.25 TC.. 0.83 Vert(LL) 0.74 19-20 >698 .240 MT20 244/190: TCDL 7.0 Lumber DOL 1.25 BC .0.79 Vert(CT)-1.0316-17 >502 180 BCLL ..0,0 ' Rep Stress Ifacr. YES WB 0.97 Horz(CT) 0.59:. 14 n/a Na BCDL 10.0 Code FBC2020frP12014 Matrix -MS Weight: 266 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied or 2-2=0 oc purlins. BOT CHORD 2x6 SP M 26 'Except' .. BOT CHORD Rigid ceiling directly applied 6r5-6-2 oc bracing. 18-20;16-18: 2x6 SP No.2 WEBS 1 Row at.midpt 6-20 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=Mechanical Max.Horz 2=-281(LC 11) Max.Uplift 2=-1009(LC 10), 14=-1009(LC 11) Max Grav 2=1781(LC 2), 14=1781(LG2). FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown: TOP CHORD 2-3=-6007/3414, 3-4==5789/3151, 4-6=-5805/3314, 6-7=-3162/1838, 7-8=-2811/1705,' 8 9=-2811/1705, 9-10=-3162/1838, 10-12=-5805/3141,.12-.13=-5789/3009, 13-14=-6007/3193 BOT CHORD 2-20=-3255/5498, 19-20=-1759/3460, 17-19 1203/2884, 16-17=-1569/3460, 14-16=-2735/5498 WEBS 3-20=-220/365,'4-20=7193/292, 6-20=-1504/2428, 6-1 9=-1 022/852, 7-19=-611/1243, 8-19=-329/335, 8-17=-329/335,'9-17=-611/1243, 10=17=-1022/791, 10-16=-1326/2428, 12-l6=-193/291, 13-16=-220/374 NOTES- 1) Unbalanced roof live loads have. been considered for this design. 2) Wind; ASCE 7-16; Vult=160mph (3-second gust): Vasd=124mph; TCDL=4,2psf; BCDL'=5.Opsf; h=15ft; Cat. 11;. Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-0 to 2-11-10, Interior(1) 2=11-10 to 10-11-0, Exterior(2R) 10-11-0 to 32-1-0, Interior(1) 32-1-0 to 40-0-6 1 .Extedor(2E) 40-0-6 to 44=4-0.zone;C-C for members and forces & MWFRS for reactions'shown; LumberDOL=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 five load of.20.Opsf on the bottom chord in all areas where a.rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members,. with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 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.66162. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) MiTek USA, Inc. FL Ceit 6634 2=1009, 14=1009: 6904Parke East Blvd. Tampa F.I. 33610, Date: June 23,2021 .A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, andls for an Individual building componenf, not - - a truss system. Before use, the building designer must verify the applicability of design parameters grid properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual tmssweb,and/or.chord members only: Additional temporary, and pennanentbracing. /g MiTek' - Is always: required for stability and to prevent collapse with possible personal Injuryand property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see. : ANSLITPlf 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 r Tampa, FL 36610 Job Truss Truss Type Qty Ply 2030 B 2CAR t 1 T24457649 2724263 A07 Hip 2 1 Job Reference (optional) 13unaers rlrslbource triam u ny, t-L), rianr Lmy, rL - JJbbf, .. ti.4Ju 5 Jun z zuz1 Iva I eK Inausines, Inc. vvea Jun zJ 1 z:zu:bz zuzl rage i ID:7fJs6CAsfAXytWiff?DExXz547D-abK1 FAwuBTNBhYMHwgGCrLNRh3?51j9LTMhjzkz3P89 w 11-4-Q 5-10-14 i 8.8.0 13-10.0 19.0-0 24-0.0 29-2.0 i 34.4-037-1-2 43-0-044.4-Q 4- 5-10-14 2-9-2 5-2-0 5-2-0 5-0-0 5-2-0 5-2-0 2-9.2 5-10-14 4- Scale=1:82.8 5x6 = 5x8 = 6.00 12 6 28 7 4x4' 4x4 5 8 27 29 3XB i 3x8 O 0 . 5x6 4 9 n 5x6 3 10 ST1.SxB STP= ST1.5x8 STP= 26 30 m 2 19 18 16 15 14 13 i 11 "I9 1 0 _ 7x8 = 4x4 — 17 31 4x4 = 4x4 = 7xB = 12 id• _ 4x8 — o 4x8 = 4x12 =. 4x12 % 3.00 F12 8-8.0 13-10-0 19=0-0 24-0.0 29-2.0 34=4-0 43-0.0 8.8-0 5-2.0 5-2-0 5.0-0 5-2-0 5.2.0 Offsets (X,Y)--[3:0-3-0,0-3-01,[6:0=3-0,0-2-01,[7:0-6-0,0-2-81,[10i0-3-0,0-3-01,[13:0-4-0,0-5-41 '[19:0-4-0,0-5-41 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 0.85 Vert(LL) 0.67 . 18 >775 . 240 MT20 244/190 TCDL .7.0 Lumber DOL 1.25 BC . 0.91 Vert(CT) -0.91 14-15 >565 180 . ; . BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.56 . 11 n/a n/a . BCDL 10.0 Code FBC2020/rP12014 Matrix -MS Weight: 275 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2=0 oc puffins. BOT CHORD 2x6 SP M 26 -Except' BOT CHORD Rigid ceiling directly applied or 4-4-7 oc bracing. 17-19,13-17: 2x6 SP No.2 WEBS 1 Row at midpt. 4-18, 5-16, 7-16, 8-15, 9-14 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 = Max Horz 2312(LC 11) Max Uplift 2=-1002(LC 10), 11=-1002(LC 11) Max Gram 2=1773(LC 2), 11=1775(LC:2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5944M400, 3-4=-5752/3178,4-5=-3780/2055, 5-6=-2795/1646, 6-7=-2467/1550, 7-8=-2795/1645, 8-9=-3788/2055;:9-10=-5760/2931, 10-11=,5951/3089 BOT CHORD. 2-19=-3270/5438, 18-19=-2807/5042, 16-18=-1685/3342, 15-16=-899/2467, 14-15=-1431/3349, 13-14=-2290/5049, 11-13= 2664/5445 WEBS 3-19=-188/324,.4 19=-799/1510, 4-18=-1878/1241, 5-18=-493/1013, 5-16=-1214/913, 6-16=-452/1016, 7-15=-520/1019, 8-15=-1224/849, 8-14=-427/1021, 9-14=-1878/1087, 9-13= 662/1510, 10-13=-188/333 NOTES- .. . . . . . 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mp1h; TCDL=4.2psf; BCDL=5.0.psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-0 to 2-11-10, Interior(1) 2-11-10 to 12-11-0, Extedor(2R) 12-11-0 to 30-1-0, Interior(1) 30-1-0 to 40-0-6,.Exterior(2E) 40-0-6 to 44-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for.verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage.to prevent water ponding. 5) This truss has been designed for a 10.0 psf, bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between.the bottom chord and any other members, with BCDL = IO.Opsf. 7) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designershould verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding100 lb uplift at joint(s) except Ot=lb) 2=1002, 11=1002; Joaquin Velez PE No.68182. M[Tek USA, Inc..K Celt 6834 6904. Parke East Blvd. Tampa FL 33610 Date: June 23,2021 A WARNING - Verity design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web.and/or chord members only: Additional temporary and permanent bracing Welk' • - Is always required for stability and to prevent collapse with possible personal Injuryand property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANS11Tp1l 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 cny Ply 2030 B 2CAR 1 r' T24457650 2724263 A08 Hip 2 1 Job Reference (optional) dmlaers rustbource triani L:dy, rLf, viant L;tty, rt_ - 33bbr, �. ,1-4-0 5-10-14 , 8-8-0 , 14-8 I- C, 0 FnnF1 _9 5x8 3.00 12 8-8-0 14-8-12 c_rJ_n 5x6 = 5x6 = 6 728 4x4 t1.4UU S Jun z zu?l mi I eK Industries, Inc. vvea Jun zu 1 G:LU:b4 LULL rage 1 5x8 Scale=1:81.1. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell. Ud PLATES GRIP TCLL 20.0 . Plate Grip DOL 1.25 TC. 0.84' Vert(LL) 0.73 16-18 >707 240 MT20 244/190 TCDL 7.0 Lumber DOC 1.25 BC 0.94- Vert(CT). -b.91 14-15 >570 180 BCLL 0.0 ' Rep Stress Incr YES WB ' 0.73 - Horz(CT) 0.58 . 11 n/a h/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 273 lb FT = 20% . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD ' Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD; 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-18, 5-16, 8-15, 9-14 REACTIONS. (size) 2=0-&O, 11=Mechanical Max Horz 2= 343(LC 11) .:Max Uplift 2=-995(LC 10),' 11=-995(LC 11) MaxGrav 2=1663(LC'1), 11=1663(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown: TOP CHORD 2-3=-5569/3405, 3-4=-5344/3195, 4-5=-3347/1912, 5-6=-2339/1416; 6-7=-2029/1356, 7-8=-2339/1416, 8-9=-3347/1830,.9-10=-5344/2845, 10-11=-5568/3065 BOT CHORD. 2-19=-3309/5069, 18-19=-2892/4730, 16-18=-1598%2937, 15-16=-831/2029, 14-.15— 1226/2937, 13-14= 2239/4730, 11-13=-2646/6069 WEBS 3-19=7172/298, 4-19=-784/1343, 4-18=-1923/138B, 5-18=-471/849,:5-16=-1198/1004, 6-16=-493/836,•7-15=-537/836, 8-15=-1198/936, 8-14=-402/849, 9-14=-1923/1205, 9-13=-683/1343, 10-13=-172/311 NOTES- 1) Unbalanced roof live loads have been considered for this.design. 21 Wind: ASCE 7-16; Vdlt=160mph (3-second gust) Vasd=124rnph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., . GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 16-9-1, Exterior(2R) 16-9-1 to 26-2-15, Interior(1) 2&2-15 to 41-4-0, Exterior(2E) 41-4-0 to 44-4-0 zone; cantilever left and'right exposed ; end vertical left and, right exposed;C-C for members and forces &MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live.load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed fora 10.0 psf bottom chord•live load nonconcurrent with any.other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit.between the bottom chord and any other members. 7) Refer to girders) for truss to truss connections. . 8) Bearing at joint(s) 2 considers parallel to grain value using.ANS1)TPI 1 angle to grain formula. Building designershould 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) 2=995, 11=995.. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ceit 6634 6904.Parke East Blvd. Tampa FL 33610 : - Date: June 23,2021 © 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 WPM connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and 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 : ANS11TPII Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2030 B 2CAR . . T24457651 2724263 A09 HIP. 5 1 .. Job Reference o tional ouneers rirsiaource triant L ny, rul, riani iluy, ru - 5a001, u.vou s jun z zuet rvu I eK mausines, mc. vveo ,fun za iz:zu:oo zuzi rage i " I D:7fJs6CAsfAXytW iff?D ExXz547D-_AOAtBzmQOIjY?5sbypvTz?xxH 1 oV4vo9KwNZ3z3P86 i1=4-Q: 5-10-14 8.8-0 , 13-10-0 "19.0-0" 24-0-0 29-2-0 34-4.0 37=1-2 43-0-0 44-4-Q -4- 5.10-114 2-9-2:. 5-2-0 5-2-0 5-0-0 5-2-0 5-2-0 2-9-2 5-10-14 4- Scale=1:82.8 r 5x6 = 5x8 = 6 28 . 7 6.00 F12 4x4 i 4x4 27 5 8 29 3x8 i 3x8 W 0 5x6 i 4 9 5x6 3 10 ST1.6x8 STP= ST1.5x8 STP= 26 30 . 2 19 18 17 16 1 15 14 13 11 12 m 6" 1 _ 3 IN. o. . . 7x6 ' 4x4 = 4x8 — 4x4 = 4x4"= : 7x6 = Io 4x8 = 4x12 zz 4x12 3:00 12 8-B-0 13-10-0 19=0=0— 24-0-0 "29-2-0 34-4-0 " 43.0-0 8-8-0 5-2-0 5-2-0"- 5-0-0 5-2-0 5-2.0 8-8-0 _. Plate Offsets (X,Y)--[3:0-3=0,0-3-0],[6:0-3-0,0=2-0],[7:0-6-0,0-2-8],[10:0-3-0,0-3-0],[13:0-4-0,0-5=4],[19:0-4-0,0-5-4] LOADING (psf) SPACING- 2-0-0 CSI. .:DEFL. in (loc) Vdefl. Ud PLATES GRIP . TOLL 20.0 Platebrip:DOL 1.25 TC. 0:85 Vert(LL)'.: 0.67 18 >775 240 MT20 244/1.90: TCDL 7.0. " . " Lumber DOL " "1.25 BC ' . 0.91- Vert(CT) . . -OA1 14-15 >565 186 . BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.56 11 n/a n/a "" :. BCDL 10.0 Code FBC2020/TPI2014. Matrix -MS Weight: 275 lb FT = 20'/ " .... LUMBER- BRACING- TOP CHORD .2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins; except BOT CHORD' 2x6 SP M 26 *Except* 2-0-0 oc puffins (3-55 max.): 6-7. 17=19,13-1.7: 2x6 SP.No.2 BOT CHORD Rigid.ceiling directly applied or 4-4-7 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt: 4-18, 5-16, 7-16,"8=15, 9-14 REACTIONS.. (size) 2=0-8=0,"11=08-0 Max.Horz 2=312(LC 14) Max Uplift 2— 1002(LC 10), 11=rl002(LC 11) Max Grav"2=1773(LC 2), 11=1775(LG2) . . . . . . FORCES. (lb) - Max. Comp:/Max: Ten. - All forces 250 "(lb) or less except when shown: " .. . . TOP CHORD 2-3=-5944/3400, 3-4==5752/3.178, 4-5=-8780/2055,"5-6=-2795/1646, li-7= 2467/1550,: 7-8=-2795/1645, 8-9=-3788/2055;:9-10=-5760/2931, 10-11=5951/3089 BOT CHORD.. :2-19= 3270/5438, 18-19=-2801/5042, 16-18=-1685/3342, 15rl6=-899/2467, 14-15=-1431%3349,:13-14=-2290/5049,1'1-13= 2665/5445 WEBS 3-19=-188/324,;4=19=-799/1510, 4-18=-1878/1'241, 5-18=-493/1013, 5-1.6=-.1214/913, 6-16=-452/1016, 7-15=-520/1019, 8-15=-l224/849, 8-14=-427/1021, 9-14=-1'878/1087, 9.13=-662/1510, 10-13=-188/333 " NOTES- . . 1J Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph.(3-second gust) Vasd=124mp1h; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C'Exterior(2E) -1-470 to 2-11=10, Interior(1) 2711-10 to 12-11-0, Exterior(2R) 12-11-0 to 30-1-0, Interior(1) 30-1-0 to 40-0-6;"Exterior(2E) 40-0-6 to 44-4=0 zone;C-C for members and farces & 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 comp:ortent. 4) Provide adequate drainage to prevent water ponding., . 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live, loads. 6) * This truss has been designed for a live load of'20.0psf on the bottom chord in:all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between.the bottom chord and any other members, with BCDL = I O.Opsf. :. Z) Bearing at joint(s) 2,11 considers parallel to grain value using ANSI/TPI 1 angle to grain.formula. Building designershoufd 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=1b). . 2=1002, 11=1002. Joaquin Velez PE No.68182 9) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. MiTek USA, Inc. FL Cert 6634 6994:Parke East Blvd. Tampa FL 3361,E Date:.... June 23,2021 - I AND INCLUDED MITEK REFERENCE PAGE'Mll-7473 rev. 6/19/2020 BEFORE USE. .A WARNING Verify design parameters and READ NOTES ON THIS C . . Design valid for use only with MiTek® connectors. This design fs: based only, upon parameters shown, and is for an individual building component, �not with MITe �* - a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to buckling of individual truss web.and/or.chord members only: Additional temporary and permanent bracing. MOW prevent is always: required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ' fabrication, storage; delivery, erection and bracing: of trusses and truss systems, see . ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component. 6904 Parke East Blvd. - Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 . . . "' .:... Tampa, FL 36610 Job Truss Truss Type Oty Ply 2030 B 2CAR r ' T24457652 2724263 A10 HIP 1 2 Job Reference (optional) ouuuc,s nmraVwcn \nnrn —Ly, rL/, norm \,ry, rL - 00001,, 0.93U 5 JUn Z ZUZ I MI I8K Inuu5IDe5, Inc. vveu Jun zo I Z;ZU;ni ZUZI rage I ID:7fJs6CAsfAXytWiff?DExXz547D-xY7wlt_l y??RnJFFjNsNY04LO4j4zOG4dePUeyz3PB4 ., T1-4-q 5-11-1 9-0-0 14-6-3 2f-6.0 28-5-13 34-0-0 37-0-15 43-0.0 r1.4 0 5-11-1 3-0-15 5-6-3 6-11-13 6-11-13 5-6.3 3.0-15 5-11-1 Scale=1:79.6 5x6 3x4 = 5x6 = 3x4 = 5x6 — 6.00 12 4 5 21 6 722 8 2x4 ZZ: 2x4 3 9 0 ST1.5xB STP= ...N ST1.5xB STP= 1 2 14 13 12.: 11..: 10 Io 0 5x12 = 5x6 = 3x4 = Icl9 5xl2 = o 3x6 = 3.00 F12 3x6 8.8-0 18-2-7 24-9-9 34-4-0 43.0-0 B-8-0 ' _ 9.6-7 6.7.1 9-6-7 9-B•0 `� \^r r 1-- LOADING (pso l�•v-V-,v,�uycJ, L-r.vvv,u-c-uJ,'ru.uv-v,uro-ul, SPACING- 2-0-0 lV.uv-u,u-c-ulr L,u.u-u- CSI. �u4ct, L IJ.V_G_V,V_J_Vl DEFL. in (loc) I/dell Ud PLATES GRIP TOLL ' 20.0 Plate Grip.DOL 1.25 TC 0.60 Vert(LL) 0.94 12-13 >547 240 MT20 244/1.90 TCDL T Lumber DOL 1.25 BC. 0.86 Vert(CT). 4.13 13-14 >458 186 BCLL 0.0 ' Rep Stress Incr YES WB 0:39 Horz(CT) 0.56 . 10 n/a n/a BCDL, 10.0 Code' FBC2020ITP12014; Matrix -MS Weight: 385 lb FT = 20 % . LUMBER- BRACING - TOP CHORD .2x4 SIP No.2 TOP CHORD. Structural wood sheathing directly applied or 4-5-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied orb-2-3 oc bracing; WEBS 2x 4 SP N 3 o. REACTIONS. (size) 10=0-8-0, 2=0-8-0 Max Horz 2=179(LC 14) Max Uplift 10=-956(LC 11), 2==1028(LC 10) Max Grav 10=1590(LC 1), 2=1664(LC 1) FORCES. (lb) -Max. Conip./Max: Ten. -All forces 250 (lb) br less except when shown. TOP CHORD 2-3=-5343/3243; 3-4=-5164/3071, 4-5=-4344/2646, 5-6=-6511/4025, 6-7=-6499/3950, 7-8=-4355/2623, 8-9==5177/3031, 9-10=-5367/3230: BOT CHORD 2-14=-2981/4824, 13-14=-3752/5964, 12-13=-4179/6754, 11-12= 3608/5973, 10-1.1=-2835/4850 WEBS 3-14=7174/316,4-14=-1142/2046, 5-14=-1863/1448, 5-13=-394/723, 6-137-370/480, 6-12=-383/486,7-12=-381/705, 7-11=-1862/1442; 8-11=-1109/2056, 9.-1.1=-188/339 NOTES= 1) 2-ply truss to be connected together with 10d.(0.131 "x3") nails as follows: Top chords connected as.follows: 2x4 -1 row at0-9-0. Do. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oo. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply,to ply connections have been provided to distribute only loads noted as (F) or (B),:unless otherwise indicated. 3) Unbalanced roof.live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2E) -1-4-0 to 2-11-10, Exterior(2R) 2-11-10 to 15-1-0, Intedor(1) 15-1-0 to 27-11-0, Exterior(2R) 27-11-0 to 38-8-6, Extehor(2E) 38-8-6 to 43-0-0 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 10, 2 considers parallel to grain value using ANSIlrPI 1 angle to grain formula. Building designer should verify . capacity of bearing surface. 1 0).Provide mechanical connection.(by others) of truss to bearing plate capable of withstanding .100 lb uplift at joint(s) except.af=lb) 10=956, 2=1028. Joaquin Velez PE No.68182, MiTek USA, Inc. FL Cert 6634 6904:Parke East Blvd. Tampa FL 33610 Date: June 23,2021 .A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is, based only. upon parameters shown, and'is for an individual building component, not. a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall' . building design. Bracing Indicated is to prevent buckling of Individual truss web and/or.chord members only: Additional temporary and permanent bracing MiTek" is always. required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing. of trusses and truss systems, see, , ANSUTpII Quality Criteria, DSB-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 gy Ply 2030 B 2CAR 1 T24457653 2724263 All Roof Special 1 1 Job Reference (optional) uudders I•irstbource (F9ant city, FL), . Plant city, FL - 33567, 6.43U s Jun 2 2U21 MI I ex InOustnes, Inc. wed Jun 23 12:2U:59 2021 rage 1. I D:7fJs6CAsfAXytW iff?D ExXz547D-txFgjZOHUcF9OcOdgourdp9eGuTIRpJN4yubigz3P82 r1-4=0 6-10.8 , 8-8.0 15.6-12 22-0-8 , 28.6-8 32-4-0 , 37-4.12 43--4 1-" 5i4.4-0 1.4.06.10.12 6-5-12 6-6-0 3-9-8 5-0-12 5-74-0 Scale =1:83.0 5x6 6.00 12 5x8 = 2x4 II 6x8 = 2x4 II 5x12 = B 3 4 5 6 7 292x4 ST1.5x8 STP = 9 ST1.5x8 STP = 27 30 r` 17 o cb co 2 20 19 18, 6xB = 10 Iv Icu o - 1 5x12 = 2x4 II 11 d 2x4 II 15 14 13 12 16 3x4 = 3x6 = 3x6 3.00 12 ST1.5x8STP= 3x6— 3x6 11 3x8 = 22-2-0 - - s-10-8 a-e-o 15-6-12 , 22-0-0 W. 28-6-8 35-6-10 - 43-0-0 6-10-e .,1-s-e 6-10-12 6-5-4 0- 8 . 6-0-e, 7-0-2 7-5-6 .. D-1-8 Plate Offsets (X,Y)- [2:0-0-10,Edge], [3:0-6-0,0-2=8], [5:0-3-12,0-3-0], [17:0-2-4,0-3-0] LOADING (psf) SPACING- 2-0-0CSI. DEFL. in (loc) Weil Ud PLATES GRIP TOLL 20.0 . Plate Grip.DOL . 1.25 TC.. 0:83 Vert(LL) . 0.39 18-19 >694 240 MT20 2441/1.90: TCDL 7.0: Lumber DOC - 1.25 BC 0.62 Vert(CT) -0.45 18-19 >589 180 BCLL 0:0 Rep Stress Incr YES WB 0.87 _ Horz(CT) 0.16 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014' Matrix -MS Weight: 216 lb FT = 20% LUMBER- :BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-13 cc purlins. BOT CHORD: 2x4 SP No.2 BOT CHORD* Rigid ceiling directly applied or 5-0-5 oc bracing. Except: WEBS 2x4 SP No.3 4-2-0 oc bracing: 15-17 WEBS 1 Row at midpt 5-17, 7-17 REACTIONS. (size) 2=0-8-0, 15=0-4-01 10=0-8-0 Max Horz 2=184(LC 10) Max Uplift 2=-574(LC 10), 15— 1192(LC 10), 10= 521(LC 11) Max.Grav 2=796(LC 21), 15=1812(LC 1), 10=726(LC 1) FORCES. (lb) -Max. Comp,/Max: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1978/1384, 3-4=-2397/1810, 4-5=-2422/1837, 5-6=-883/1326,-6-7=-851/1319, 7-8=-612/693, 8-9=-908/751, 9-10=-1057/783 BOT CHORD 2-20=-1278/1756, 19-20=-1263/1748, 18-19— 1114/1660, 17r18=-1114/1660, .15-.17=-1751/1221, 6-17=-408/455, 12-14=-181/507, 10-12=-525/915 WEBS 3-19=7664/912,.4-19=-264/357, 5-19=-645/793,'5-18=0/297, 5-17=-3030/2150, 14-17=-296/570, 7-17— 1876/1216, 7-14=-62/265, 8-12=-329/473, 9-12=-298/416 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2p6f; BCDL=5.Opsf; h=15ft; Cat. II; Exp.C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-0 to 2-11-10;:Exterior(2R) 2-11-10 to i 1-2-2; Interior(1) .11-2-2 to 28-6-8, Exteriof(2R) 28-6-8 to 36-7-10, Interior(1) 36-7-10 to 40-0-6, Exterior(2E) 40-0-6 to 44-4-0 zone;C-C for;members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and. any other rnembers. 7) 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. 8) Provide mechanical connection (by others) of truss.to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=574, 15=1192, 10=521. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 - pate: June 23,2021 .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 componerif,:not. a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual trussweb.and/or,chord members only: Additional. temporary. and permanent bracing MiTek" prevent Is always; required for stability and to prevent collapse with possible personal Injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, se.e • ; ANSYTP11 Quality Criteria, DSB-89 and SCSI Building Component. 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. - - Tampa, FL 36610 Job Truss Truss Type Qty Ply 2030 B 2CAR T24457654 2724263 B01 Hip: Girder 1 1 Job Reference (optional) ouuuers nrswource trianc uny, Mh mart ury, rL - aaoor, u.4su s Uun 2 xuzi mi I eK Inouslnes, Inc. W e0 J11n 23 12:zl:U1 zuzi rage 1 ID:7fJs6CAsfAXytW i0D ExXz547D•pJN R8F1 X0EVtGwY0yDwJj EFOdi4evtugYGNinjz3P80 " -11 0 3-4-15 6-5'-6 9-6-10 12-7-1 15-7-8 ' 1-4-0 ' 3-4-15 3-0-7 3-1-4 3-0-7 3-0-7 -4 3.80 F12 48 = 46 = 4 18 19 5 3x6 3.00 V2 5x6 6.5 ' 9-6-6 12-2-13 15-7-8 3-9-3 2-8-6 3-0-13 2-8-6 3-4-11 4ets (X,Y)-- [2:0-3-2,0-0-7], [4:0-5-4,0-2-01, [7:0-0-13,0-1-12], [7:0-3=4,Edge] Scale=1:30.7 m a 9 — � N n r 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 : Plate Grip:DOL 1.25 TC. 0.64 Vert(LL) 0.36 11 >525 .240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.35 : 11 >539 180 BCLL .0.0 ' Rep Stress Inca. :: NO WB 0.22 Horz(CT) • -0.:18 7 n/a h/a BCDL 10.0 Code FBC202VTP12014: Matrix -MS Weight: 72 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD .. Structural wood sheathing directly applied or 34-0 oc puriins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 3-10-0 oc bracing. . . 9-10,7-8: 2x4 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, 7=0-3-8 Max Horz 2=130(LC.27) Max Uplift 2=-804(LC 8), 7=-749(LC 9) Max Grav 2=938(LC 1), 7=884(LC 1) FORCES.. (lb) - Max. Comp./Max. Ten. - All forces:250 (lb) or less except when shown. TOP CHORD. .2-3=-2434/2184, 3-4=-2819/2537;.4-5=-2639/2407, 5-6=-2780/2491, 6-7=-2360/2136. .. BOT CHORD 2-11=-1988/2.1.70, 10-11=-1986/2179; 9-10=-2356/2678, 8-9=-1873/2129, 7-8=-1871/2116 WEBS 3-10=-492/588,,4-10=-340/544, 5-9=-297/503,'6-9= 468/554 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.opsf; h=15ft; Cat. ]I; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; 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 waterponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all, areas where a rectangle 9-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain folirmula. 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=804, 7=749: 9) Hanger(s) or other connectiorl.device(s) shall be provided sufficient to support concentrated load(s) 58 lb down and 87 lb up at 3-4=15, 162 lb down and:278 lb up at 6-5-6, 69 lb down and 158 lb up at 8-5-1, and 162 lb down and 278 lb up at 9-6-10, and 120 lb down and.1841b up at 12-7-1 on top chord, and 15 lb down and 22 lb,up at 3-4-15, 11 1'Ib down and 63 lb up at 6-5-9, 55 lb downand 30 Ib up'at 8-5-1, and 111 lb down and 63 lb up at 9-6-7, and 15 lb down and 22 lb up at 1277-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Joaquin Velei PE No.68182: MiTek USA, Inc. FL Cart 6634 6904.Parke East Blvd. Tampa FL 33610 Date: June 23,2021 :ontinued on Daae 2 .Q WARNING -Verity 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, andis for an individual building component, notwt a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web, and/or chord members only. -Additional temporary, and permanent -bracing - MITek" Is always. required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see , ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Md. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - - Tampa, FL 36610 Job Truss Truss Type at Ply 2030 B 2CAR , ' . T24457654 2724263 B01 Hip Girder 1 1. Job Reference (optional) fiuiiaers t-irstb'ource (Flan L;ity, t-L), mant Utty, t-L - 33bbl, 15.43U S Jun 2 2UL7 MI I eK Inaustnes, Inc. VVea Jun'L3 IZ:2I:UI ZUZI rage 2 ID:7fJs6CAsfAXytWiff4DEx 647D-pJNR8F1XOEVtGwYOyDwJjEFOdi4evtugYGNinjz3P80 LOAD CASES) _ Standard 1,) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-6=-54, 677=-54, 11-12=-20, 10-11=-20, 9-10=-20, 8-9=-20, 8-15= 20 Concentrated Loads (Ib) Vert: 4=-139(F) 5=-139(F) 6=-6(F) 10==91(F) 9=-91(F) 19=-69(F) 20=-8(F) 21=-43(F) 22=-8(F) .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 MiTbk® connectors. This design Is based only upon parameters shown, andds for an Individual building comp onent,.not -overall - a truss system. Before use, the building designer must verify the applicability of design parameters and propery Incorporate this design Into the _ building design. Bracing indicated is to prevent buckling of individual truss web.and/or.chord members only. Additional temporary and permanent bracing MiTek' Is always; required for stability and to prevent collapse with possible personal Injuryand property damage. For general guidance regarding the _ fabrication, storage; delivery, erection and bracing of trusses and truss systems, see . - ANSUTPII 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 2030 B 2CAR ' T24457655 2724263 B02 Hip: 1 1 Job Reference (optional) tiuuoers mrstbource (Plant L;Ity, kL), Plant L:Ity, rL - 33b87, 8.430 s Jun 2 2021 MI I eK Industries, Inc. wed Jun 23 12:21:02 2021 Page 1 ID:7fJs6CAsfAXytW iff9DExXz547D-HW xpMa29nXdku47CVwRYFSn8C5XDeLRgmw6FJ9z3P8? 1-4-0 6-10-5 7-7-5 , 8.4=11 ,9-1-11 15-7-8 1-4-0 6-10-5 0-9-0 0.9-6 0.9-0 6-5.13 3.80 12 Scale: 3/8 =V . 44 = 4x4 = 4xB' 4 20 5 6 5x6 �1 3x4 % 5x6 6-10-5 8-0-0 0 0 9-1=11 15-7 8 6-10-5 1-1-11 1-1-11 6-5-13 Plate Offsets (X,Y)--' [2:0-1-7,0-0-8], [7:0-3=4,0-9-15], [7:Edge,0-1-9] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl. Lid PLATES GRIP TCLL .: 20.0 Plate Grip: DOL ..1.25 TC . - 0:85 Vert(LL) 0.1.1 10-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC. 0.48 Vert(CT).-0.13-10-17 >999 180 BCLL 0.0 ' Rep Stress Incr -YES WB . 0,14 Horz(CT) 0.08 7 n/a n/a BCDL10.0 Code FBC2020/TP12014 Matrix -MS Weight: 70 lb FT = 20% LUMBER- BRACING - TOP CHORD .2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3=4 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD' Rigid ceiling directly applied 6r5-0-5 oc bracing: WEBS 2x4SPNo.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 7=0-3-8, 2=0-8-0 Max.Horz 2=156(LC 10) Max Uplift-7=-315(LC 11), 2=-399(LC.10). Max Gray.7=573(LC 1), 2=648(LC 1): , FORCES. (lb) -:Max. Comp./Max. Ten: All forces:250 (lb) or less except when shown. TOP CHORD. 2=3=-1425/1419, 3-4=-1299l1548;.4-5=-1146/1311, 5-6=-1237/1533, 6-7=-1353/1429 BOT CHORD.. .2-10=-1119/1255, 9-10=793.1/.1122, 8-9=-928/1118, 7-8=,11.1.6/1199 WEBS 3-10=-1351411, 4-10— 485/369, 5-9==174/268, 5-8=-462/264, 6-8=-76/325 NOTES- 1) Unbalanced roof live loads have been considered for this design. . 2) Wind: ASCE 7.16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C.Extedor(2E) -1-4-0 to 1-8-0,.Intedor(i) 1-8-0 to 2-7-6, Exterior(2R) 2-7-6 to 12-5-12, Exterior(2E) 12-5-12 to 15-5-12 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 nonconcurreint with any other live loads. 6) ' This truss has been designed for a live load of 20'.0psf on the bottom chord in all areas Where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.. 7) Bearing at joint(s) 7, 2 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). . . . ... 7=315, 2=399. Joaquin Velez PE No.68182. MiTek USA, Inc.. FL Celt 6634 6904:Parke East Blvd. Tampa FL 3361.0 , Date: ' June 23,2021 _.. I ._ . A WARNING - Verity 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,�andis for an Individual building component, not a truss system. Before use, the building designer must verifythe 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 . . ANSlITP11 Duality Criteria, DSB-89 and SCSI Building Component - 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - .. - .. Tampa, FL 36610 Job Truss Truss Type Oty Ply 2030 B 2CAR r T24457656 2724263 B03 SCISSORS 2 1 Job Reference o tional CUIIaerS mrst50urCe (mant tarty, t-L), viant ldty, rL - 33bb/,. - U.431) s Jun 2 ?Uzi mi I eK Inausines,. inc. Weal Jun 23 12:21:U3 2U21 rage 1 ID:7fJs6CAsfAXytW iff7DExXz547D-IiVBZw3nYrmaVEi P3eznofKJYVg4NI Uz7asorcz3P8_ -1-4=0 8-0.0 15-7-8 1-4-0 B-0-0 7-7 B Scale: 3/8"=1' 5x6 = 3 4x4 " . 4x4 = . 8 0 0 _ .. 15-7-8' B-0-0 7.7-8 Plate Offsets (X,Y)-- '[2:0-1-15iEdge),[4`.0-1-1,0-1-151,[4:0-3-0,0-10-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft; L/d PLATES GRIP TOLL 20.0 Plate Grip 'DOL '1.25 TC 0.87 Vert(LL) 0.23: 5-8 >799 .240 MT20 244/190: TCDL 7.0' Lumber DOL 1.25 BC 0.63' Vert(CT) • -0.26 : 5-8 >726 180 BCLL 0.0 ' Rep Stress Inci YES WB .0.28. Horz(CT) 0.05., 4 n/a h/a BCDL 10.0 Code FBC2020ITP12014 a-. Matrix -MS Weight: '57lb FT=20% ' LUMBER- BRACING- ` TOP CHORD 2x4 SP N0.2 TOP CHORD. Structural wood sheathing directly applied or 2-2.0 oc purlins. BOT CHORD: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied 6r5-3-3 oc bracing: WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-3-8 Max Horz 2=171(LC 10) Max'Uplift'2= 409(LC 10), 4=-329(LC,11) Max Grav,2=653 1), 4=575 1). FORCES. (lb) -.Max. Comp./Max. Ten. = All forces 250 (lb) or less except when shown. TOP CHORD. : 2-3_ 1347/1107, 3-4=-1826111.17 BOT CHORD .2-5=-852/1179, 4-5= 853/1178 ' WEBS 3-5=421Y738: NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-1fi; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C.Exterior(2E) -1.4-0 to 1-8.0,.Intedor(1) 1-8-0 to'5-0-0, Extedor(2R) 5-0-0 to 11-0-0, Interior(1) 11-0-0 to 12-7-8, Exterior(2E) 12-7-8 to 15-7-8 zone; cantilever [eft and Fight; exposed; end vertical left 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 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 alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-670 tall by 2-0-0 wide will fit between the bottom chord and any other members. 0). Bearing at joint(s) 2, 4 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 (jt=lb) 2=40914=329.: Joaquin Vale PE No.68162: MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 . Date:... . June 23,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'Mll-7473 rev. 5/19/2020 BEFORE USE: Deslgn valid for use only with MiTek® connectors. This design is based only upon parameters shown; andIs for an Individual building component, not �- a truss system. Betore use, the building designer must verifythe 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 T M�Tek' ... . Is always: required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the , . fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANS&TPII 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 2030 B 2CAR , r �' T24457657 2724263 CIA JACK -OPEN 2 1: Job Reference (optional) muuuers rrrsiaource friant t,ny, r-Lt, riani clty, rL - 33b6/, . t$.43U s"Jun 2 ZUZ1 MI I eK Industnes, Inc. Wea Jun 23 12:21:04 2021 Pagel I D:7fJs6CAsfAXytW iff7D ExXz547D-Du2ZmG4QJ9UR70HbdLUOKtteLVJT6G66EEbMN2z3P7Z -1-4-0 0 11 4 .... 1-4-0 0.11-4 Scale =1:7.6 Y 3 p. 6.00 F12. ? t' m . .. o N . x8 STP = . : 1 3ic4'=.:.. . 0-11-4 0-11-4 .. .. Plate Offsets - 2:0-1- ,0-0-2 . .. .. LOADING (psf) SPACING- 2-0-0CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL .: 20.0 : Plate Grip.DOL .' 1.25 TC.: OPVert(LQ "-0.00 : 5 >999 .240. MT20 244/190 TCDL 7.0: .' Lumber DOL 1.25 BC. . 0.04 Vert(CT) . -0.00 : 5 >999 180. BCLL 0,0:` :. Rep Stresslncl. :: YES WB :0;00 Horz(CT) :"0.00:. 4 n/a n/a . BCDL: 10.0 Code FBC2020/TPI2014. Matrix -MP Weight: '5:lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SO No.2 TOP CHORD.:. Structural wood sheathing directly applied or 0-11-4. oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly appfied'or10-0-0 oc bracing.. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical, . . Max Horz'2=73(LC_10) Max Uplift 3=-3(LC 1), 2— 148(LC.10),'4=-15(LC 1) . Max.Grav 3=14(LC 6), 2=158(LC.1), 4=32(LC 14) FORCES. (lb) -'Mai. Comp./Max: Tien. - All 'foeces'250 (lb) or less except when shown.: NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4:2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.1.8; MWFRS (envelope) gabfe.end zone and C-C Exterior(2E) zone-, porch left 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 fora 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=lb) 2=148. Joaquin Velez PE Nc.68182: t ® eft 6634.. East Blvd. Ta p ii9D4;Patke E _ m a FL. . 33610 Date:.... . " " " " June 23,2021 .... ..... .... ' .A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE: - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and:is for An individual building component, not �1 " a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design tnto the overall building design. Bracing Indicated is to prevent buckling of individual Truss webAnd/or chord members only. "Additional temporary, and permanent • bracing MOW . . . is always; re"quired for stability and to prevent collapse with possible personal in and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing. of trusses and truss systems, see , ANS11TPIt Ouality Criteria, DSB-89 and BCSI Building Component 6904 Parke East BI4d. Safety!nformation available from Truss Plata Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - ..... ' ' " :. Tampa, FL -36610 Job Truss Truss Type Cty Ply 2030 B 2CAR r T24457658 2724263 C1V JACK -OPEN 2 1 Job Reference (optional) ouuucra nmwuulue k' II a uuy, cL/, rlai II tiny, rL - 00001, 0.4JU a Uun Z ZUZ I MI I eK Inousines, Inc. W e0 Jun zU 1 z:zl:uo zuzl rage i ID:7fJs6CAsfAXytW iff7DExXz547D-i5cx_c424S01IXsnB27Ft4Pp5JfkdMGTuLvvUz3P7y -1-4-0 0-11-4 1-4-0 0-11-4 Scale =1:7.6 Plate Offsets (X,Y)- [2:0-0-15,Edgel 0 of o" N u) O m Io . 12 " 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL . 20.0 . Plate Grip DOL 1.28 TC. 0.23 Vert(LL) -0.00 : 7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Veri(CT) 0.00 . 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(CT) 0.00, 2 n/a Wa BCDL 10.0 Code FBC2020frP12014, r 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 purlins. 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=73(LC 10) Max Uplift'3==4(LC 11), 2=-135(LC 10), 4=-14(1_13 1) M.ax.Grav 3=12(LC 6),. 2=158(LC.1)., 4=25(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except When shown. NOTES- 1) Wind: ASIDE 7-16;:VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. ll Exp C; Encl., GCpi=0..1.8; MW FRS (envelope) gable.end zone and C-C Exterior(2E) zone;C-C for members and forces & MW FRS for reactions . . shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Peoject:engineer responsible for verifying applied roof live load shown'Coveirs 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 ANSITTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4 except at=lb) 2=135: Joaquin Velez PE No.66182. MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 3181.0 Date: June 23,202 . .0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE: Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component,.not - . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of Individual truss web and/or, chord members only: Additional temporary and permanent bracing MiTek° Is alwayerepuired for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the .I. fabrication, storage; delivery, erection and bracing of trusses and truss systems, see. : ANSI?PII Quality Criteria, OSB-89 and BCSI Building Component, 6904 Parke East Md. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL .36610 Job Truss Truss Type Oty Ply 2030 B 2CAR f T24457659 2724263 C3A JACK -OPEN 2 1. Job Reference (optional) sunders rlrstbource triant L;Ity, rLj, rlant crty, t-L - 335s7, -1-4-0 8.43U s Jun 2 2U21 MI I eK Industnes, Inc. Wed Jun 23 12:21:U6 2U21 rage 1 ID:7fJs6CAsfAXytW iff7DExXz547D-AHAKBy5grm89MhRzkmWUQly_rjzbaAcPhY4TRwz3P7x 2-11-4 2=11=4 Scale=1:12.7 Plate Offsets (X,Y)-- [2:0-0-8,Edgel LOADING (psf) SPACING- 2-0-0 " CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL .: 20.0 PlateGrip:DOL 1.25 TC 0.23 Vert(LL) 0.02 : 4-7 >9b9 240 MT20 244/190 . TCDL 7.0. Lumber DOL 1.25 BC. . 0.19 VertCT BCLL 0.0 "' Rep Stress Incr YES W B 0.00 Horz(CT) . r0..00. , 3 n/a n/a BCDL. 10.0 Code FBC2020lrP12014: Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP . TOP CHORD -2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied or 2-11-4 oc puriins. BOT CHORD- 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied 6r10-0-0 oc bracing.. REACTIONS. (size)" 3=Mechanical, 2=0-8-0, 4=Mechanical . Max Horz 2=142(LC 10) Max Uplift 3= 81(LC 10), 2=-139(LC 10), 4=-36(LC 7) Max.Grav 3=59(LC 1); 2=195(LC.1), 4=49(LC 3) FORCES. (Ib) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. NOTES- ". . 1) Wind: ASIDE 7-16;•Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. Ij; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable.end zone and C-C Extedor(2E) zone; porch left 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 IiVe load nonconcurrent with any other jive loads. 4) * This truss has'been designed for a Iive: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 at=lb) 2=139. .. ... Joaquin Velez PE No.69182. MiTek USA, Inc, FL Ceit 6634 6904. Parke East Blvd. Tampa FL 3.361.0 Date:. ... June 23,2021 .... .A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 5/19/2020 BEFORE USE: _ " Design valid for use only with MiTek® connectors. This design Is based only, upon parameters shown, andmis'for an Individual building component ,;not a truss system. Before use, the building designer must verity 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. �► �q MiTek- is always: required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . . fabrication, storage; delivery, erection and bracing, of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ... Tampa, FL 36610 - Job Truss Truss Type QtY Ply 2030 B 2CAR t T24457660 2724263 C3V. JACK -OPEN 2 1: Job Reference (optional) ormbers mrstoource triani Ugly, r_ L/, ream uny, M - JJbbr, t5.43U s Jun 2 2U21 Mi I eK Intlustnes, Inc. Wea Jun 23 12:21:06 2021 Page 1 ID:7fJs6CAsfAXytW iff?DExXz547D-AHAKBy5grm89MhRzkmW UQly_rj_naAcPhY4TRwz3P7x 140 2114 1-4-0 2-11-4 Scale =-1:12.7 3� j o m N T m . O Plate Uttsets (X,Y)-- [2:0-0-15;Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ydefl Ud PLATES GRIP TCLL .: 20.0: PlateGdp:DOL1.25 TC. 0:23 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL . 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-7 >999 180 . BCLL .0.0 :` Rep Stress Incr, :: YES WB 0.00 HOrz(CT) 0.00 . 3 n/a n/a . • BCDL 10.0 Code FBC2020/TP12014: Matrix -MP Weight: 12lb FT=20% LUMBER- " BRACING - TOP CHORD .2x4 SP No.2 TOP CHORD : Structural wood sheathing directly applied or 2-11-4 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical - Max Horz'2=142(LC 10) Max Uplift 3=-86(LC 10), 2— 131(LC 10), 4= 4(LC 10) Max Grav 3=60(LC 1), 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=1 24mph; TCDL=4:2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0..18; MW FRS (envelope) gable.end zone and C-C Extedor(2E) zone;C-C for members and forces & MW FRS for reactions. . . shown; Lumber DOL=1.60 plate grip.DOL=1.60 . 2) Building Designer / Project engineer responsible for;verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *This truss has been designed for alive: load of 20.Opsf on the bottom chord in all areas where a: rectangle 3-6-0 tall by 2-0-0 wide: will fit between the bottom chord and any other members. 5) Refer to 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 joints) 3, 4 except Qt=lb) 2=131. Joaquin Velei PE 10.68182 MiTek USA, Inc. FL Celt 6634 6904.Parke East Blvd. Tampa F.I. 33.610' ' Date: June 23,2021 ..... ..... & WARNING -Verity designparametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'M11-7473 rev. 5/19/2020 BEFORE USE: ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and:is'for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall . 'building design. Bracing Indicated Is to prevent buckling of Individual truss web.and/or,chord members only: Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see , ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL'36610 Job Truss Truss Type Oty Ply 2030 B 2CAR T24457661 2724263 C5A JACK -OPEN 2 1 Job Reference (optional) cuuaers mrsibource tt•lani uny, t-L), Plant L1ty, t-L - 33bb7, 6.43U S Jun 2 ZU21 Mi I eK Industries, Inc. Wed Jun 23 12:21:07 2021 Page 1 ID:7fJs6CAsfAXytWiff9DExXz547D-eTIdP16lb4G0_r7AIT1jyVV1 W6AOJdsZwBgOzNz3P7w •r -12 0 4-11-4 1-4-0 4-11-4 Scale = 1:17.6 3 a 6.00 12 . .. N cp ... tf1. N 4-11-4 4-11-4 Plate insets tx,r)--y:U-U-U,U-U-4l LOADING (psf) SPACING- 2-0-0, CSI. . DEFL. in (loc)' ' Hall. Ud PLATES GRIP TCLL .: 20.0 : Plate Grip DOL 1.25 TC.: 0:75 Vert(LL) 0.16 4-7 >359 240 MT20 2.44/190 TCDL 7.0: — Lumber DOL 1.25 BC, 0.73 Vert(CT). 0.15 4-7 >396 180. . 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: '18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3--'Mechanical, 2=0-8-0, 4=Mechanical " ... Max Horz 2=213(LC 10) Max Uplift 3=-153(LC 10), 2= 165(LC 10); 4=-66(LC 7) Max.Grav 3=112(LC 1) 2=262(LC 1), 4=87(LC 3) FORCES. (lb) -:Max. Comp./Max: Ten: = All forces'250 (lb) or less except when shown. NOTES- . ... 1') Wind: ASIDE 7-16;:Vult=160mph (3-second gust):Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat.'11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable -end zone and C-C Exterior(2E) zone; porch left 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 20.0psf on the bottom'chord in -all areas where a rectangle 3-6-0 tall by 2-0-0 wide' .. will fit between the bottom chord and any other members. . 5) Refer to girder(s) for truss to.truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=153, 2=165. Joaquin VeW PE N6.68182: MiTek USA, Inc. FL Cert6634 6904:Parke East Blvd. Tampa FL 33.610 Date: June 23,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design isi 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 avid property incorporate this design 'into the overall' building design. Bracing Indicated is to prevent buckling of individual truss web,and/or chord members only. Additional. temporary and permanent' bracing. MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see. . ANSYTP11 Quality Criteria, DSB-89 and 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 Sty Ply 2030 B 2CAR T24457662 2724263 C5V JACK -OPEN 2 1: Job Reference (optional) builders rirstbource tviant City, I-L), Nlant Guy, I-L - 33557, 8.430 s Jun 2 2021 Mi I ek Industries, Inc. Wed Jun 23 12:21:08 2021 Page 1 ID:7fJs6CAsfAXytWiff?DEx5(z547D-6g14ce7wMNOtc?aMsBYyVji F9WbD246i9rzzwpz3P7v 1-4-0 4-11-4 1=4-D 4-11-4 Scale = 1:1:7.6 JX4 i 0 m N vi N W . O LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL .: 20.0 . Plate Grip.DOL' 1.25 TC : 0.56 Vert(LL) 0.06 : 4-7 >925 .240 MT20 -244/190 TCDL . '7.0 Lumber DOL 1.25 BC. '0.44 Vert(CT) 0.074-7 >875 186. BCLL 0:0 Rep Stress Incr, YES W B . 0:00 :. HOrz(CT) . -0.01 3 n/a n/a .. BCDL, 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 18lb FT=20% . LUMBER- BRACING - TOP CHORD .2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied orb-0-0 oc bracing.. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=213(LC 10) Max Uplift 3=-159(LC 10), 2=-158(LC 10), 4=-9(1_13 10) Max.Grav 3=113(LC 1), 2=262(LC.1), 4=87(LC 3) FORCES. (Ib) - Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-sec9nd gust):Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat.'ll;: Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable.end zone and C-C Exterior(2E) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip D.OL=1.60 . 2) Building Designer/ Project' engineer responsible for;verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a.rectangle 3-6-0 tall by 2-0-0 wide will fit between.the bottom chord and any other members. 5) Refer to girders) 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. b. 7) Provide mechanical connection (by others) of truss to bearing plate. capable of withstanding 100 Ib uplift at joint(s) 4 except Gt=1b) 3=159, 2=158.' sp Joaquin Velez PE No.68182. MiTek USA, Inc. FC Cert 6634 69.4 :Parke East Blvd. Tampa FL 3961,0 Date: June 23,2021 .A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE: Design valid for use only with MiTek® connectors. This design is based only, upon parameters shown, and is'for an individual building componenf,:not �- a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web, and/or chord members only: Additional temporary and permanent' bracing_ MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property, damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see _ ANSUTP11 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. 1 Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply 2030 B 2CAR e . T24457663 2724263 CV2: Jack -Open 2 1 " Job Reference (optional) ouuuers nrs[aource triani uny, rL/, riarn carry, M - 330br, t3.43U s Jun 2 zU21 mi I eK Inaustnes, Inc. Wea Jun 23 12:21:09 2021 Page 1 ID:7fJs6CAsfAXytWiff7DExXz547D-assSq_8Y7hWkD99Y0u3BiwaV5wOYnXMrOVJ72Fz3p7u -1-4-0 1-7-5 1-4-0 1-7-5 Scale =1:9.3 0 6 N W O m I6 3x4 7:::, .. .. ... I Plate Offsets (X,Y)--[2:0-0-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (loc) Udefl Ud PLATES; GRIP TCLL .: 20.0 . Plate Grip:DOL ..1.25 TC 0.23 Vert(LL) . 0.00 . 7 >999 .240 MT20 244/190 TCDL 7.0: ' . Lumber DOL 1.25 BC. 0.'05 Vert(CT) -0.00 : 7 >999 ''186 BCLL 0.0 .". Rep Stress Incr YES WB 0.00 Horz(CT) 0.00:. 3 n/a n/a . BCDL; 10.0 Code FBC20201TPI2014 Matrix -MP Weight: B:Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SIP No.2 TOP CHORD .. Structural wood sheathing directly applied or 1-7-5 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or oc bracing. REACTIONS. (size) 3--Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=97(LC 10) Max Uplift 3=-36(LC 10), 2=-123(LC 10)' Max.Grav 3=22(LC 1), 2=161(LC.1), 4=24(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (37second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0..18; MWFRS (envelope) gable.end zone and C-C Exterior(2E) zone;C=C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip.DOL=1.60 . 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord liVe load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load 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.ANSIfTPI 1 angle to grain formula. Building designershould 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 Qt=1b) 2=123. Joaquin Velez PE 116.68182 MiTek USA, Inc. FL Ceit 6634 6904.Patke East Blvd. Tampa FL 3.361.0 Date: June 23,2021 ... ..... ..... .... .A WARNING - Verity 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 . ANS11TPli Quality Criteria, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 - , . Tampa, FL 36610 Job Truss Truss Type Oty Ply 2030 B 2CAR � T24457664 2724263 CV4 Jack -Open 2 1: Job Reference (optional) tsunciers mrst50urCe tenant laty, t-L), mant t;lty, rL - J3bl)f, - t3.4JU s Jun Z ZUZI MI I eK InaustneS, Inc. Wea Jun Z3 IZ:Z1:U9 ZUZI rage 1 I D:7fJs6CAsfAXytW iff?D ExXz547D-assSq_8Y7hW kD99YQu3B1 waTMw_dnXMrOVJ72Fz3P7u •-1-5-11 3-8-4 1.5-11 3-8-4 . . Scale=1:13.5 a m r; o " m 0 .. .. .. . . Plate sets 2: - Edge] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 " TC.. 0A4 Vert(LL) -0.01 4-7 >999 .240 MT20 244/190 TCDL 7.0 Lumber DOL ' . 1.25 BC 0.17 Vert(CT) -0.02 4-7 >999 180 BCLL '0.0:' ;. Rep Stresslncr. YES WB 0:00 HOre(CT) -0.00: 3 n/a n/a . BCDL 10.0 Code FBC202OfTP12014, Matrix -MP 'Weight: 14lb Fr 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc pudins; 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=155(LC 10) Max Uplift'3==105(LC 10), 2=-158(LC 10), 4=-5(LC 10) Max.Grav 3=78(LC 1); 2=230(LC-1), 4=63(LC 3) FORCES. (lb) -'Max. Comp./Max: Teri. -'All "forces 250 (lb) or less except When shown.. NOTES- . . 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4:2psf; BCDL=5.Opsf; h=15ft; Cat.'11; Exp C; Encl., GCpi=0..18; MWFRS (envelope) gable.end zone and C-C Comer(3)-1-5-11 to 2-9-3, Exterior(2R) 2-9-3.to 3-7-8 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 betwee.n.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 1001b uplift at joint(s) 4 except at=lb) 3=105, 2=158. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904:Parke East Blvd. Tampa FL 33610 Date: June 23,2021 & WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE"MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not - ��- A truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only: Additional temporary. and permanentbracing, MiTek' prevent Is always_ required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the " fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see . ANSIITP11 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 Truss Truss Type qty Ply 2030 B 2CAR T24457665 2724263 CV6 Jack -Open 2 1 Job Reference (optional) ouuuers niatooutue tndra i.ny, rL/, ndnt uay, rL - 10001, m4ju s dun z zuzi MI I eK inousines, inc. vve0 dun zo i z:zi:l u Zuzi rage i ID:7fJs6CAsfAXytWiff?DExXz547D-22Qgi KBAu?ebrJklzcbQa87Z4KFGW_b?c92gaiz3P7t • 4 1 0 5.0-11 1-4-0 5-0-11 Scale =1:17.9 3 or m T N m axv Plate Offsets -- [2:0-0-15,Edgel .. .. .. .. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES. GRIP TOLL 20.0 : Plate Grip:DOL 1.25 TIC 0.60 Vert(LL) 0.07 : 4-7 >857 240 MT20 244/190 . TCDL 7.0. Lumber DOL 1.25 BC. . 0.46 Vert(CT) -0.07 : 4-7 >819 180 . 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 -MP Weight: 19 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-11" oc purlins. 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 Horz2=218(LC 10) Max Uplift 3=-163(LC 10), 2— 160(LC 10)', 4"-9(LC 10) Max.Grav 3=116(LC 1), 2=266(LC.1), 4=89(LC 3) FORCES. (lb) - Maxi . Comp./Max: Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16;"Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11 Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone;C•C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60: . 2) Building Designer/ Project engineer responsible for.verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconc.urrent 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 girdei(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) 4 except at=lb) . 3=163; 2=160: Joaquin Velez PE No.68182. MiTek USA, Inc. FL Cert 6634 6904;Parke East Blvd. Tampa FL 33610 Date: June 23,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based. only upon parameters shown, and is'for an Individual building component, nob 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 trussweband/,or chord members only: -Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the - fabrication, storage; delivery, erection and bracing of trusses and truss systems, see : ANSI?P11 Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Bldd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL .36610 Job Truss Truss Type fJty Ply 2030 B 2CAR T24457666 2724263 CV7 Jack -Open 2 1 Job Reference (optional) ouuuers rusrauurue iriant uny, rLi, rrant airy, rL_ - aaoor, • i=1-5-11 1-5-11 b.4:fu S jun 2 zuZ1 mi I eK Inausines, Inc. We0 Jtln zi 1Z:zi:11 2uzi rage 1 ID:7fJs6CAsfAXytWiff7DExXz547D-WF DEf9pfImSTSJxXJ6f7LforkgvFRr8rpoE6Bz3P7s 3-9-15 - 3-9-15 Scale =1:13.8 . v v LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (Ioc) I/deft. Ud PLATES GRIP TCLL .: 20.0. PlafeGrip: DOL 1.25 TC.: 0:34 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0: Lumber DOL 1.25 BC .0.18 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 FBC2020ITP12014 Matrix -MP Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc pudins. 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=160(LC 10) Max Uplift 3=-109(LC 10), 2=-160(LC 10), 4=-5(LC 10) Max.Grav 3=82(LC 1), 2=235(LC.1), 4=65(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES-.. . 1) Wind: ASCE 7-16; Vult=160mph (3 second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3)-1-5-11 to 2-9-3, Exterior(2R) 2-9-3 to 3-9-3 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 rel uirements specific to the use of this truss comp'onefit. 3) This truss has been designed for a 10.0 psf bottom chord IiVef 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 othermembers. 5) Refer to girder(s) for truss to.truss connections. 6y Bearing at joint(s) 2 oonsiders parallel to grain value using:ANS1/TPI 1 angle to grain formula.. Building designershould 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) 4 except Qt=1b) 3=109, 2=160: Joaquin Velez PE No. 68182 MiTek USA, Inc. FL Ceit 6634 6904;Parke East Blvd. Tampa FL 33610 Date:. June 23,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'MII-7473 rev. 5/19/2020 BEFORE USE: .:�• - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, Inot _ 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 , ANSUiP11 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 2030 B 2CAR . T24457667 2724263 E7A . JACK -OPEN 5 1. Jolt Reference (optional) tsunuers rlrsi70Urce trlani cny, rL), rlani 1111y, rL - :l ibb/, t5.4JU s dun Z ZUZ1 Mt 1 eK Inousines, Inc. vveu Jun zA 1 Z;z is rZ eue i rage r ID:7fJs6CAsfAXytW iff?D ExXz547D-_RXbS?AROcuJ4cu751 dufZCsx7.sJ_u514TXnfaz3P7r 1-4-0 3-9-10 7-0-0 1.4,0 3-9-10 3.2-6 Scale: 1/2—l' co 6 m .. .. co .. ]� 1 6• 10 11.. 3x6 i 4 . ST1.5x8 STP= 7-0.0 7-0-0 Plate Offsets (X Y)-- [2:0-2-14 0-1-8] LOADING (pso SPACING- 2-0-0' CSI. DEFL. in (loc) Well Ud PLATES GRIP : TOLL 20.0 Plate Grip:DOL 1.26 TIC 0:83Vert(LL) 0.22 4-6 >371 .240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC. . 0.81 Vert(CT) 0.20 : 4-6 >413 180 . : BCLL 0.0 Rep Stress Incr. YES W 3 0.00 Horz(CT)-0.00.1 4 n/a n/a .. . BCDL 10.0 Coale FBC2020/TP12014: :: : _ Matrix -MS 'Weight: 30 lb FT = 20% .. LUMBER- BRACING - TOP CHORD 2x4 SP No.1 pTOP CHORD.. Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-8 oc bracing: REACTIONS. (size) 3=Mechanical, 2=0-6-0, 4=Mechanical Max Horz 2=276(LC 10) Max Uplift '3=-181(LC 10), 2= 204(LC 7), 4==114(LC Z) Max.Grav 3=143(LC 1)', 2=336(LC.1), 4=140(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16;.Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0..1.8; MWFRS (envelope) gable.end zone and C-C Exterior(2E) -1-4-0 to:1-8-0, Interior(1).1-Brb to 2-8-5, Exterior(2R) 2-6-5 to 6-11-4.zone; porch left 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,vedfyiilg 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 at=lb) 3=18112=204,4=1,14: Joaquin Velez PE No.68182 MiTek USA, Inc. fl-Cert 6634 6904:Paike East Blvd. Tampa F.I. 33610 Date: June 23,2021 .® 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 Bracing indicated is to buckling of individual truss web.and/or chord members only: Additlonal.temporary and permanent bracing. MiTek- design. prevent is always.required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . . fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see : ANS11TP11 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 2030 B 2CAR T2445766B 2724263 E7V JACK -OPEN 11 1 Job Reference (optional) builders t Irst50urce (plant city, f L), Plant city, FL - 33557, . a-n 12 8.430 S Jun 2 2021 IVI I ek Industries, Inc. Wed Jun 23 12:21:13 2021 Page 1 ID:7fJs6CAsfAXytW iff?DExXz547D=Td5zfLB3BwOAimTKfk87Cml?tXCPjLLR17HKBOz3P7q 700' 7-0-0 a Scale = 1:22.6 co C?. N m L9 c O- t: 1 - e• 3.00112 . .. S 6• 3x4 Plate Offsets (X,Y)-- [2:0-1-15;Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell. Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC.: 0.95 Vert(LL)0.22 : 4-7 >380 .240 MT20 244/190 TCDL 7.0. Lumber DOL 1.25 BC '0.82 ' . Vert(CT).. -0.23 : 4-7 >356 180, BCLL -.0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0..03 . 3 n/a n/a . BCDL, 10.0 Code FBC2020[TP12014' Matrix -MS Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD .2x4 SP No.i TOP CHORD .. Structural wood sheathing directly applied. BOT CHORD: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or oc bracing: . REACTIONS. (size) 3--Mechanical, 2=0-8-0, 4=Mechanical . Max Horz 2=276(LC 10) Max Llplift'3- 210(LC 10), 2— 194(LC 10), 4"-9(LC 10) Max.Grav 3=167(LC 1); 2=336(LC.1), 4=124(LC 3) " FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.: NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust): Vasd=124mph; TCDL=4:2psf; BCDL=5.Opsf; h=15ft; Cat, ll; Exp C; Encl., GCpi=0..18; MWFRS (envelope) gable.end zone and C-C Extedor(2E) -1-4-0 to,1-8.0, Interior(1) 1-8.0 to 2=8-5, Extedor(2R) 2-8-5.to 6-11-4 zone;C.-C for members and forces.& MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for:verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for. 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 wrectangle 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) 4 except Qt=lb) 3=210; 2=194:' Joaquin Velez PE No.68182. MiTek USA, Inc. :FL Ceit 6634 6904:Parke East Blvd. Tampa FL 33610 Date: June 23,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, ands for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing. . . MiTek" prevent is always: required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage; delivery, erection and bracing of trusses and truss systems, see _ ANSI?PII Quality Criteria, DSB•89 and SCSI Building Component 6904 Parke East Blvd. ' Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 9ty Ply 2030 B 2CAR E . T24457669 2724263 EV6 Jack -Open 1 1 Job Reference (optional) tlutlaets rlrstbource (mant ldty, 174 mant Ulty, t-L - p6bt [' t7.4JU s JUn Z ZUZI MI I eK lnousines, Inc. vvea Jun ea I e;e I; io zvz I rage I I D:7fJs6 CAsfAXyt W'iiff?D ExXz547 D-Td5zfLB3BwOAi mTKfk87Cml3?XG?j LLR17 H KBOz3 P7q 140 540 1-4-0 5-4-0 Scale=1:18.6 . 3 3x4 I Plate Offsets (X,Y)-- [2:0-1-3,0-0-8] ' LOADING (psf) SPACING- 2-0-0• CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 . .' Plate Grip DOL 1.25 TIC 0.68 Vert(LL) 0.09 4-7 >727 240 MT20 244/190 TCDL 7.0: Lumber DOL. . . . 1.25 BC. . 0.63 Vert(CT) . -0.09 . 4-7 >706 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 , . Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -MP Weight: 20 lb FT = 20% LUMBER- BRACING- ..... .. TOP CHORD 2x4 SP No.2 TOP CHORD . Structural wood sheathing directly applied or 5-4-0 oc purlins. 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=227((C 10) Max Uplift 3=173(1_C 10), 2=-164(LC 10), 4=-10(LC 10) M.ax.Grav 3=123(LC l.), 2=2.76(LC.1), 4=95(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -'All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16;:Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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:ved yirig applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live:load 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) 4 except at=lb) 3=173; 2=164. Joaquin Velei PE No.68182. MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. June 23,2021 .A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only: Additional. temporary and permanent bracing. MITOk- 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 Ouality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safe ty Info rmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .... a Tampa, FL'36610 Job Truss Truss Type qty Ply 2030 B 2CAR T24457670 2724263 GO1 . Common.Supported Gable 1 1 Job Reference (optional) nuuaers rtrstbource trlam U1ty, ry, rlant LAY, rL - Jd0101, -1-4-0 , 10-8-0 1-4-0 10-8-0 a C.4ou s dun z euei MI I eK Inausines, Ino. vveo dun eo 1 Z:e I: 1 o zue r rage r - ID:7fJs6CAsfAXytW iff?D ExXz547D-PODj41 CJjXGtx4dim9AbHBg W zL3yBEgkmRmRGvz3P7o 21-4-0 10-8-0 p ' Scale=1:39.7 4x4 8 ff"O — 24 23 22 21 - 20 19 18 17 16 — 5x6 — 21-4-0' m 5IT . . . 1 21- 4 - 0 Plate Offsets (X,Y)-- ' [2:0-4-0,0-2-1], [14:0-4-0,0-2=1], [20:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. ..DEFL. in (loc) Udefl Ud PLATES. GRIP TCLL . 20.0 . Plate Grip:DOL 1.25 TC. 0.20 Vert(LL) -0.00 : 15 n/r .120 MT20 244/190 TCDL 7.0: Lumber DOL 1.25 BC. 0.05 Vert(CT)..-0.00: 15 n/r 90 BCLL 0.0 Rep Stres's Incr :: YES WB 0.07r Horz(CT) 0.01 .. 14 n/a h/a . BCDL 10.0 Code FBC2020/TPI2014• Matrix-S Weight: 115 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 21-4-0. (lb) -• Max Horz 2=-174(LC 15) Max.Uplift All uplift 100 lb or less atjoint(s) 2 except 14=-115(LC 11), 21=-146(LC 10), 22==143(LC 10), 23=-127(LC 10), 24=-147(LC 10), 19= 144(LC 11), 18=-143(LC 11), 17=-131(LC 11), 16=-149(LC 11 Max Grav . All reactions 250 Ib or less: at joints) 2, 14, 20, 21, 22, 23, 24, 19, 18, 17, 16 FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 or less except when shown.. _(Ib) TOP CHORD :7-8=-96/305, 8-9=-96/305: NOTES-. .. 1) Unbalanced roof live: loads have been considered for this.desigri. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C;: Encl.' GCpj=0.18; MWFRS (envelope) gable_end zone and C-C Comer(3E) -1-4-0 to 1-8-0, Exterior(2N) 1-8-0 to 7-8-0, Comer(3R) 7-8-0 to 13-8-0, Extedor(2N) 13-8-0 to 19-8-0, Comer(3E) 19-8-0 to 22-8-0 zone; cantilever left and right exposed; end vertical left and: right exposed;C-Cfor 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 aplicable, or consult qualified buildingdesigner as per ANSI/fPI 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires.continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc: 8) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 9) ' 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. 10) 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 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. 11) Provide mechanical connection (by:others):of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except at=lb) Joaquin Velez PE No.68182. 14=1.15; 21=146, 22=143, 23=127, 24=147,:19=144, 18=143, 17=131, 16=149. MiTek USA, Inc. FL CeR 6634 6904 Parke East Blvd. Tampa FL 3361.0 Date: June 23,2021 .A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with, MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing M prevent of is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the .... iTek� .. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see, : ANS1,7PII 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 Sty Ply 2030 B 2CAR T24457671 2724263 G02 . COMMON 6 1. Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567,. 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 23 12:21:16 2021 Page 1 I D:7fJs6CAsfAXytWiff?D ExXz547D-tCn61NDxUrOkZEBuKsiggPNe4kHjwf9t?5V_oLz3P7n • -1-4-0 5-7-4 10-8-0• " 15=8-12 21-4-0 22-8.0 , 1-4-0 5-7-4 5-0-12 . 5-0-12 5-7-4 1-40 Scale = 1:39.4 . 4x4 = 4 3x4 = 3x4 - . 3x4 = 3x4 = 3x4 = 7-5.6' 13-10-10 " 21-4-0 7-5.6. 6-5-4 7-5-6 Plate Offsets (X,Y)--' [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0' CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip. DOL 1.25 TC 0.44 Vert(LL) - 0.09 10-13 >999 240 MT20 244/190 TCDL .7.6 Lumber DOL -1.25 BC. 0.52 Vert(CT) -0.16 10-13 >999 180 BCLL 0;0 ;' :. Rep Stress Incr .: YES WB 025 .. HOrz(CT). .. 0.03 6 n/a n/a BCDL, 10.0 Code FBC2020/TP12014 _ - Matrix -MS Weight: 99 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD" Structural wood sheathing directly applied or 4-9-15 oc purlins. BOT CHORD, 2x4 SP No.2 a BOT CHORD- Rigid ceiling directly applied or 6-9-11 oc bracing.. WEBS -2x4 SP No.3 REACTIONS. (size) '2=0-870, 6=0-8-0 Max Horz'2-1841LC 14'l Max.Uplift 2=-529(LC 10),'6=-529(LC 11) Max.Grav 2=861(LC 1), 6=861(LC 1) FORCES. (lb) - Max. Cbmp./Max: Ten. - All forces 250 (Ib)'or less except when shown. TOP CHORD 2-3=-1351/955, 3-4=-1202/921, 4-5==1202/92.1, 5-6=-1351/955 BOT CHORD-2-10=-723/1177, 8-10=-318/782, 6-8— 669/1177 WEBS 4=8=-331/458, 5-8=-298/414; 4-10=-331/458, 3-10=-298l41:4 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TIC DL=4.2psf; BCD L=5.Opsf; h=15ft; Cat. II;. Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2E) -1-4-0 to, 1-8-0, 1nterior(1)• 1-8-0 to:7-8-0, Extedor(2R) 7-8-0 to 13-8-0, Intedor(1) 13-8-0 to 19-8-0, Exterior(2E) 19-8-0 to 22-8-0 zona;C-C formembers and forces & MWFRS for reactions shown;. Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible fof 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 joirlt(s) except at=lb) 2=529, 6=529. . . . Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date:.. . June 23,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE: Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component ,'not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall' . building design. Bracing Indicated is to prevent buckling of Individual truss web andlor chord members only. Additional. temporary and permanent bracing iTek' - is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the 'ye fabrication, storage; delivery, erection and bracing. of trusses and truss systems, see , ANSUrP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , , sty Ply 2030 B 2CAR T24457672 2724263 G03 : Common 9 1 Job Reference (optional) Builders Firstsource (Plant Gity, FL), Plant Gity, I-L - 33567, 8.43U s Jun z zuzi mi I eK Indusines, Inc. WeQ Jun 23 l2:zi a t 2uzi rage 1 ID:7fJs6CAsfAXytWiff7DExXz547D-LOLUVIEZF8WbBNm5uaD3McvptBdwf6N1 DIFYKoz3P7m -1 4-0 5-7-4 10-8-0 15-8-12 20-11-8 1-4-0 5-7-4 } 5.0712 5-0-12 5-2-12 Scale =1:37.7 44 = 4 1 � 1 2 Io e e 98 7 3x4 = 3x4 3x4 3x4 = .. . .. . . 44 =. 7-5-6: 13-10-10 "' 20-11-8 . 7.5.6 6-5-4 7.0.14 Plate Offsets (X,Y)--" [6:0-0-0,0-1-8) LOADING (psf) " SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP " TCLL . 20.0 : Plate Grip:DOL ' 1.25 TC 0.43 Vert(LL) - 0.09 9-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC. 0.53 Vert(CT) -0.16 : 9-15 >999 . 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 -MS Weight: 97 lb FT = 20% LUMBER- a BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied or 4-16-9 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-10 oc bracing. WEBS 2ii4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 6=0-3-8, 2=0-8-0 Max.Horz 2=211(LC 10) Max Uplift 6=-445(LC 11), 2=-524(LC.10). Max Gray.6=773(LC 1), 2=850(LC 1).' , FORCES. (lb) -:Max. Comp./Max. Ten. - All forces:250 (lb) or less except when shown. TOP CHORD. 2=3=-1327/960, 3-4=,1178/926,-4-5=-1136/915, 5-6=-1292/948 BOT CHORD. .2-9= 75811156, 7-9=-392R58,.6-7= 746/1101 WEBS 4-7= 302/406, 5-7= 268/397, 4-9=-333/463, 379=-297/413 NOTES- 1) Unbalanced.roof live loads have been considered forthis design..' 2) Wind: ASCE 7-i6; Vult=160mph (3-second gust)Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. ll Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2E) -1-4-0 to 1-8-0,1riterior(l) 1-8-0 to-7-8-0, Extedor(2R) 7-8-0 to 1378-0, Interior(1) 13-8-0 to 17-1,1-8, Exterior(2E) 17-11-8 to 20-11-8 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 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.: 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt= b) 6=445; 2=524: Joaquin Velez PE No.6 162 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,20.21 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 property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek` is always; required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type c K .r qy Ply 2030 B 2CAR . T24457673 2724263 H7A DIAGONAL HIP GIRDER p 1 1 Job Reference (optional) t3uimers rlrsioource triant Gtty, rLJ, - rlani Gt1y, rL -:7Jbb/, 0.4au s Jun z Z.uz I rvrr r arc rrmubtrres, mG. vveU dun ea rz:z I: r o eu4I rdge i ID:7fJs6CAsfAXytWiff7DExXz547D-pbvsi3ECOSeSoXLHRHklvgSsOYyNOUnASP_5sEz3P71 1-10-10 4-1-8. 9-10-1 - 1-10-10 4-1.8 + 5-8-10 " Scale = 1:23.2 . m .. • 1 � u 1 1 12 13 . B :6' 4x4 _. 3x4 = 4x8 = 6 5 ST1.5x8 STP = . . 9101 ... 9-10-1 . . . .1 . Plate Offsets (X Y)-- [2:0-1-10 Edge] LOADING (psf) " SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TOLL 20.0 : Plate Grip:DOL 1.25 TC 0.90 Vert(LL) .' 0.16 6-8 >718 240 MT20 244/190 TCDL 7.0 Lumber DOC 1.25 BC 0.58 Vert(CT). . -0.20 6-8 >572 180 BCLL 0:0 ' Rep Stress Incr, NO WB 0.56 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code' FBC2020/TPI2014 Matrix -MS Weight: 51 lb FT = 20% LUMBER- BRACING - TOP CHORD .2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc pudins. BOT CHORD: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied 6r6-11-13 oc bracing. WEBS - 2A SP No.3. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=300(LC 4) Max Uplift 4=-209(LC 8), 2=-484(LC 4), 6=-333(LC 4) Max.Grav 4=159(LC 1), 2=515(LC.1), 6=301(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib)'or less except when shown. TOP CHORD 2-3=-796/818 BOT CHORD 2-6=-971/772 WEBS 3=6=-791/994 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.00sf h=15ft; Cat. 11; Exp C;.Encl., GCpi=0.18; MWFRS (envelope)gable end zone; porch left expbsed;.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 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)' 4=209, 2=484, 6=333. 7) Hanger(s) or other connection device(s) shall be. provided sufficient to -support concentrated load(s) 88 lb down at 1-4-15, 88 lb down at 1-4-15, 5 lb down and 77 lb up at 4-2-15, 5 lb down and 77 lb up at 4-2-15, and 36 lb down and 158 lb up at -7-0-14, and 36 lb down and 158 lb up at 7-0-14 on top chord, and.33 lb. up at 1-4-15, 33 lb up: at 1-4-15, 5 lb down and 14 lb up at 4-2-15, 5 lb .. . down and 14 Ib up at 4-2-15, and 30 lb down and 31 lb up at 7-0-14, and 30 lb down and 31 lb up at 7-0-14 on bottom chord.. The desigroalection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increa se=1 .25 Uniform Loads (plf) Joaquin Velei PE Nc.68182 Vert: 14==54, 2-5=-20 MiTek USA, Inc. FL Ceit 6634 Concentrated Loads (lb) . 6904 Parke East Blvd. Tampa FL 33610 Vert: 10= 71(F=-36, B=-36) 12=-1 O(F=-5, B=-5) 13=-61(F=-30, B=-30) Date: June 23,2021 .� WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. :. Design valid for use only with MTek® connectors. This design is based only, upon parameters shown, andls for an individual building componerif, 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'_ is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the fabrication, storagei delivery, erection and bracing: of trusses and truss systems, see. ANSlITP11 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 a Ply Ply 2030 B 2CAR i T24457674 2724263 H7V Diagonal Hip Girder 1 1 Job Reference (optional) Cuuaers mrsmource trlanl tiny, rL), rlani Lary, M - Joob/, o.4ju s Jun a zuz 1 rvu 1 UK Inuu5lnes, 111U. VVUu Jull LO 1 L:L 1: 1 V LVL 1 raye 1 ID:7fJs6CAsfAXytWiff?DExXz547D,HnSEWPFgmmnJQhwT??FXR1_5pyMp7yiKh3kfPgz3P7k 1-10-10 5-6.0 5-6-0 7-2-7 9-10-1 1-10-10 1-6-7 2-7-10 Scale = 1:23.7 3x4 IRl L 3x4 5. 6-0 . 5.6-0 . 9.10-1. 4-4-1 .: LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.66 Vert(LL) 0.11 &7 >999. 240 MT20: 244/190 TCDL .7.0 Lumber DOL : 1.25 BC '0.37 Vert(CT).: -0.09 : 6-7 >999 180 BCLL 0.0:.` Rep Stress Incr NO WB 0.46 HOrz(CT) 0.02 : 5 n/a n/a BCDL 10,0 Code FBC2020/.Pl2Q14 Matrix -MS Weight: 42lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or4-10-12 oc puffins.. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.: WEBS 2x4 SP No.3 REACTIONS. (size)5=Mechanical, 2=0-9-13, 6=Mechanical' Max Horz -2=298(LC 22) Max Uplift,5=-376(LC 8), 2=-305(LC 4), 6==15(LC 4) Max.Grav 5=389(LC 1); 2=514(LC 1), 6=90(LC 3) FORCES. (lb) - Maz. Comp./Max: Ten. = All forces'250 (lb) or less except when shown. TOP CHORD 2-3=-1111/792,:3-4=-1137/911 BOT CHORD 2-7=-865/1031 WEBS 3-7=-342/442, 4-7=-1015/1198 . NOTES- 1J Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Ezp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60_plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 26.0p6f 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 grainvalue 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) 6 except Qt=lb) 5=376, 2=305. 8) Hanger(s) or other connection device(s) shall be provided. sufficient to support concentfated load(s) 121 lb down and 61.Ib up at 1-4-15; 121 lb down and 61 lb up at 1-4-15, 37 lb down and 82 lb up at 4-2-15, 37 lb down and 82 lb tip at 4-2-15, and 64 lb down . and 163•I6 up at 7-0-14, and 64 lb down and 163 lb up at 7-0-14 on top chord, and 26 lb down and.15 lb up at 1-4-15, 26 lb down and 15 Ib.up at 14-15, 19 lb down and 16 lb up at 4-2-15, 19 lb down and 161b up at 4-2-15, and.36 lb down and 32 lb up at 7-0-.14, and 36 lb down and 32 lb up at 7-0-14 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.lncrease=1.25 Uniform Loads (plf) Vert: 1-5=-54, 6=8=-20 Joaquin Velei PE No.68182 MiTek USA, Inc. FL Cert 6634 6904.Patke East Blvd. Tampa FL 3.3610 Date: June 23,2021 ;ontinued on cage2 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 applicabillty 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 , ANSUTPII Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. ... • . Tampa, FL -36610 Job Truss Truss Type Qty Ply 2030 B 2CAR T24457674 2724263 H7V Diagonal Hip Girder 1 1 Job Reference (optional) Builders FlrstSource (Plant Glty, FQ, Plant Glty, FL - 335b7, : 8.43U s Jun 2 2U21 MI I eK industries, inc. Wed Jun 23 12:2i:19 2027 rage z_ ID:7fJs6CAsfAXytW iff?DExXz547D,HnSEwPFgmmnJQhwT?? FXR1 _5pyMp7yiKh3kfPgz3P7k LOAD CASE(S), Standard Concentrated Loads,(Ib) Vert: 13= 73(F=-36, B=-36) 16= 8(F=-4, B=-4) 17=-59(F=-29, B=-29) .Q 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 compo.rapt,'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 trussweb,andfor chord members only: Additional. temporary, and permanentbracing MiTek' - Is always. required for stability and to prevent cpllapsewith possible personal injury:and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see : ANSYM11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - ... Tampa, FL 36610 Job Truss Truss Type �. Qty Fly 2030 B 2CAR ; 4 T24457675 2724263 P01 Common.Supported Gable 1 .1: Job Reference (optional) tsuuaers mrsmource frianl olry, rLl, rianl L41y, r-L - ssoui, n.gsu s dun z zun MI I eK mousrnes, mc. vvea uun za icz i:zu zuz i rage I D:7fJs6CAsfAXytW iff7DExXz547D-IzOc7kGSX3vA2rVgZimm_FXFNMmEsW QTvjTCx6z3P7j 1-4-0 3-6-0 7-0-0 8-4-0 1-4-0 3.6-0 3-6.0 1-4-0 1 n 4x4 = 3)a09 F12 4 5 7-0-'0 Scale = 1:21.1 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-8,Edge], [6:0-3-8,Edge], [6:0-2-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 20.0 : Plate Gdp:DOL 1.25 TC. 0.74 Vert(LL) . -0.02 7 n/r 120 MT20 244/190 . TCDL .7.0 Lumber DOL. 1.25 BC 0.10 Vert(CT) -0.02 7 7 n/r 90 . ' . BCLL 0.0 .` - Rep Stress Incr YES WB. 0.04 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014: Matrix-S Weight: 37 lb FT = 20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc putlins. BOT CHORD 2x4 SP No.2 P pBOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. . OTHERS 2z4'SP No.3 REACTIONS. (size) 2=6-4-0, 6=6-4-0, 8=6-4-0' Max Horz 2=74(LC 10) Max Uplift 2=-232(LC 10), 6=-246(LC 11), 8=-72(LC 10) Max Grav 2=256(LC 21), 6=266(LC 22), 8=228(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb)'or less except when shown.' WEBS 4-8=-292/128 NOTES- .. . 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.)0psf-, h=15ft; Cat. II; Ezp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Comer(K) -2-0-0 to 1-0-0,: Comer(3R) 1-0-0 to 6-0-0, Comer(K)"6-0-0 to 9-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber 66L=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 consultqualified building designer as per ANSI/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 studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 7) ' This truss has been designed for a live load of.20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Lumber designated with a °P is pressure -treated with preservatives. Plate lateral resistance values have been reduced 201/o: 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 !fit does not corrode the plates..lf ACQ, CBA, or CA-B.treated.lumber is used, improved corrosion protectidn.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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except at=1b) 2=232, 6=246. Joaquin Velez PE No.68182. MiTek USA, Inc.:Fl Cert 6634 6904. Parke East Blvd. Tampa FL 33610 , Date: June 23,20.21 A WARNING -Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'MII-7473 rev. 5/19/2020 BEFORE USE: ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ; a truss system. Before use, the building designer must veritytlie 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 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 2030 B 2CAR , a T24457676 2724263 P02 Common 2 1 Job Reference (optional)" tswteers t-Irsibource irlant taty, rut, riant city, ru - aaobl, o.wau 5 Jun z zUz I Wn I UK IIIUU5111e5, 111u. VV uu Jul LJ 1 z:z Gz 1 4U4I rays 1 I D:7fJs6CAsfAXytW iff?DExXz547D-EAa?L4H41 N11 f?4s7QH? W S4W A15ZbAd8NDITZz3P7i 1 -1-4-0 .... 3-6-0 . .. .. .. 7-0-0 _ 1 8 4 0 - 1 1-4-0 3.6-0 3-6-0 1-4-0 Scale=1:18.0 4x4 3 T v 0 2x4 =. 2x4 = 3-B_0 0— 3-2-0 3-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc), Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.01 6 >999 240 MT20 244/190 TCDL TO i Lumber DOL 1.25 BC. 0.16- Vert(CT) -0.01 6 >969 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 HOrz(CT) 0.00 4 n/a n/a - BCDL 10.0 Code FBC20201f.PI2014 Mafrix-MS Weight: 29 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 BOT CHORD Rigid ceiling directly "applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 4=0-4-0 Max Horz 2=74(LC"14) Max Uplift 2=-232(LC 10), 4=-232(LC 11)' Max.Grav 2=331(LC 1); 4=331(LC.1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-291/208, 3-4==291/208 NOTES- . 1) Unbalanced roof live loads have been considered for this design.. . 2) Wind: ASCE 7-16; Vult=160mph (3-second gust). Vasd=1 24mph; TCDL=4.2psf; BCDL=5.Opsf; h=16ft; Cat: II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C.Exterior(2E) -1-4-0 to 1-8-0,:Exterior(211) 1-8-0 to 5-4-.0, Exterior(2E) 5-4-0 to"8-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific . to the use of this truss component. 4) 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 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 (jt=lb) - 2=232, 4=232. Joaquin Velez PE No.68162 MiTek USA, Inc. FL Cott 6634 6904:Parke East Blvd. Tampa FL 33610 Date: June 23,2021 .A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE: Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall " building design. Bracing indicated is to prevent buckling of Individual trussweb and/or chord members only: Additional,temporary and permanent bracing. . A M iTek- is always, required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see , ANSIITP11 Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. " Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36810 Job Truss Truss Type pty Ply 2030 B 2CAR , T24457677 2724263 P1309 Piggyback 5 1. Job Reference (optional) t3Ullaers t-irstt50urce tvianl Lity, rLJ, man1 Gny, rL - JJbbi, • 2-6.0 2-6-0 u.4JU s dun Z ZUZIMI I eK Inaustnes, Inc. VVeu Jun eJ IZ:Z I ZZ ZUZ I rage I I D:7fJs6CAsfAXytW iff?DExXz547D-iMBNYOli3h9uH9f2g7oE3gcIC9RW KPamNi yJ??z3P7h 5-0.0 2-6.0 3x4 = Scale =1:9.7 3 m 0 2x4 - 2x4 = 500 5-0-0 - - is Plate Offsets (X Y)--- [3:0-2-0 Edge] LOADING (psf) SPACING- 2-0-0CSI. .'DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 20.0 - Plate Grip:DOL 1.25 TIC 0.08 Ve' k(LL) 0.00 : 4 n/r .120 MT2b 244/190 TCDL 7.0:.. Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 . 4 n/r 90 BCLL 0.0 Rep Stress Incl. YES WB 0.00 Horz(CT) 0.00 . 4 n/a n/a BCDL: 10.0 Code FBC2020/fP12014: Matrix-P Weight:'13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied or 5-0=0 oc purlin'& BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=371-6, 4=3-1-6 Max Horz 2=33(LC 10) Max Uplift 2=-100(LC 10), 4=-100(LC 11) Max Grav 2=147(LC 1), 4=147(LC.1) FORCES. (lb) -:Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. - NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE.7-16;:Vult=160mph (3-second gust): Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat: II Exp C; Encl., GCpi=0..18- MW FRS (envelope) gable.end zone and C-C Exterior(2E) zone;C-C for members and forces & MW FRS for reactions a . 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) Gable requirescontinuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 6) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all. areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members: 7) Provide mechanical cohnection ,(b'y others) of truss to bearing plate capable of withstanding_ 100 lb uplift at joint(s) 2, 4..: . 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or -consult qualified building, - designer. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cart 6634 6904:Parks East Blvd. Tampa F.I. 33610 Date: June 23,2021 A WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building componerit,.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 A 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 ANSIITP11 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type (ply Ply 2030 B 2CAR T24457678 2724263 Z01 Jack -Open Girder P 1. Job Reference (optional) cuuaers rirsioource trianl 'Ily, rLl, riarn uiy, rL - aaoor, o.vau s dull z eu4l lvll 1 un uluubulub, IIIU. VY tlu Jul I GO .— Lco —, raye 1 ID:7fJs6CAsfAXytWiff?DExXz547D-AYImmlKq_Hivl EFEgKTct9raZlG3spvchisYRz3P7g -1-6-6 3 11-7 1-6,6 3-11-7 Scale=1:13.8 it 3x4�" I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc): Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.02 4=7 >999 240 MT20' 244/190 TCDL 7.0 - Lumber DOL 1.25 BC 0.21 Vert(CT) -0.03 . 4-7 >999 180 BCLL 0.0. ' Rep Stress Incr : NO WB 0.00 Horz(CT) 0.00' 3 n/a n/a . BCDL 10.0 Code FBC20201TP12014 Matrix -MP " Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied:or 3-11-7 oc puffins. BOT CHORD 2x4 'SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical; 2=0-8-12, 4--Mechanical. Max Horz 2=160(LC 10) Max Uplift'3=-112(LC 10), 2— 168(LC 10), 4=-5(LC 10) Max Grav 3=85(LC 1), 2=243(LC.1), 4=67(LC 3) FORCES.' (Ili) Max. Comp./Max. Ten. -Ali f6rces"250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; VUIt='160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp"C;, GCpi=0.1,8; MWFRS (envelope) gable end zone and C-C Corner(3) -1-6=6 to 2-8-9, Exterior(2R) 2-8-9 to 3-10-11 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) 4 except (jt=lb) 3=112, 2=168. . . . . .. Joaquin Velez PE 146.68182, MiTek USA, Ine. FL Cert 6634 6904. Parke East Blvd. Tampa FL 33610 Date: June 23,2021 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE: Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and:is for an individual building component not - a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional_ temporary and permanent bracing MITek' prevent Is always, required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see . ANSUrp/r 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 ` ,,f1 _q ply Ply 2030 B 2CAR T24457679 2724263 Z02 Diagonal Hip Girder P 1 Job Reference (optional) tsuiiaers rtrsioource triant uly, rLl, rianl uny, rL. - JJaor, o.'+Z 5 jut] z ZUe I IVII r tlK rrluubulub, rl Iu. vvuu out[ Go 1— I.— — I rays I ID:7fJs6CAsfAXytW iff?D ExXz547D-eIG7z6Jybl PcW SpRoYd85i_Tz2KoJ33gLRQ4uz3P7f 6-8 3-2-1 3 2 1 6-1-2 1.6-8 3-2-1 2-11-0 Scale =1:18.3 d, o. N 3x4 l LOADING (psf) SPACING- 2-0=0 CSI. 'DEFL. in (loc) f/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.54 Vert(LL) 0.13 417 >549 240 MT20 . 244/190 TCDL 7.0 Lumber DOL 1.25 BC.: 0:41 Vert CT ( ) -0.12 4-7 ' >580 180 BCLL .0.0. Rep Stress Incr NO WB 0.00 HOrz(CT) -0.02 3 n/a n/a BCDL 1010 .. Code FB02020lfP12014 Matrix -MP Weight: 22 lb .. FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 . . TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punins. BOT CHORD 2x4 SP No.2 BOT CHORD.: Rigid ceiling directly applied or 6-0-0 oc bracing: REACTIONS: (size) 3=Mechanical; 2=0-8-6, 4=Mechanical Max Horz 2=225(LC 8) Max Uplift 3=-285(LC 8), 2= 212(LC 8), 4=-40(LC 8) Max Grav'3=201(LC 1), 2=317(LC 1), 4=157(LC 3) FORCES. (lb) -.Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1), Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Eigt.C;:Encl_ GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building.Designeri. Project engineer responsible forvedfying 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) Referto 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) 4'except Qt=lb) . 3=285, 2=212. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 154 lb down and 29 lb up at 1-11-13, and 49 lb down and 87 lb up at 4-6-5, and 65 lb down and 166 lb up at 6-0-6 on top chord, and 14 lb down and 3 lb up at 1-11-13, and'7:Ib down and 21 lb up at 4-0-5, and 48 lb down and 30 lb up at .6-0-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F)or back (B). LOAD CASE(S) Standard 1) Dead + Roof:Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads-(plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 3=-60(B) 4=-39(B) 10=3(B) 11=-7(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2021 A WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE: Design valid for use only with IAITek® 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 . ANSI/TPII 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 • Numbering System General. Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y :' ; " offsets are indicated: . dimensions ho B4-8- en s wn:in.ft-in-sixteenths ..(Drawings notto scale) Failure to. .Follow Could Cause Property-. Damage:OC;Personal -Injury Dimensions are in ft-in=sixteenths: 1: Additional. stability bracing for truss system; e.g. . Apply plates to both sides of truss j 2 3 diagonal or X-bracing, is always required. See SCSI. and fully:embed teeth. : TOP CHORDS 2. Truss bracing must be designed by an engineer. For c1-2 c2a - wide truss spacing, individual lateral.braces themselves �'y16�r 4 may;require bracing, or alternative Tor WEBS bracing should be considered. t p m - 3. Never exceed the design loading shown and never . O stack n mad race st materials o" inadequately b d.trusses i. ya°� . CL d e 4. Provide copies: of this truss design to the "building F. designer, erection supervisor,:pro erty owner p and For 4 x 2 orientation,' locate 8 - c6a c7 cs-s O interested part s. all otherparties. P isles 0-'�,c' from outside - BOTTOM CHORDS - " 5. Cut members to beartightly against each other. edge edge of truss. 8 7 6 5: .. g Place plates on.each:face of truss at: each joint and embed fully. Knots and wane at joint: This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations regulate by ANSI(rP) are d 1. required direction of slots in: AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from Connector plates. THE LEFT. the environment in accoril:with ANSI/TPI.1. Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT:.: NUMBERS/LETTERS. 8 :Unless otherwise noted, moisture confent of lumber software or upon request: shall not exceed 19% at time of fabrication: 9. Unless expressly noted,:this design is hot applicable for jt PLATE SIZE PRODUCT COD V : E APPRO AL$. use w fire retards preservative treated, or green lumber. a it retardant, pr rvat e t ed g e ICC-ES Reports: 10. Camber is a non-structural consideration and is -the The first dimension is the plate' responsibility of.truss fabricator.. General practice is to width measured perpendicular X ESR-1311, ESR-1352,.ESR1988. for load deflection. camber fo ad I d de 'on to slots. Second dimension is ER-3907, ESR 2362, ESR-1397, ESR-3282 11. Plate type, size, orientation and location dimensions the length parallel to. slots. indicated. are minimum plating requirements. LATERAL BRACING LOCATION - - 12..Lumber used shall be of the species and size, and :in all respects,:equal to.or better than that. specified:: Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the. plane of:the -truss unless otherwiseshown. " ':: 13. Top chords must be sheathed or purlins provided at spacing indicated on design. output. Use T or I bracing :::: if indicated. Lumber design values are in accordance'With ANSI/TPI 1 g 1 4. Bottom: chords require lateral bYacing;at 10 ft. spacing, or section 6:3 These truss, designs rely. on .lumber values "" less, if no ceiling is installed, unless otherwise noted. BEARING established by others. ' .: . ' h h Done sown a responsibility of others, 15: Connections not are the rs. Do not cut 7 alter truss member without prior or. 16. o embe or plate wit ut r' Indicates.location where bearings approval of . (supports) occur. Icons vary but:. reaction section indicates joint , ©2012 MiTek® All Rights:Reserved - . 17. Install and load vertically unless indicated otherwise. t __ number where bearings occur... Min size shown Is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Corisulf with project engineer before use. Industry Standards:. 19 Revie portions of this w all portio design (front, back, words' ANSI/TPI1: Nationai'Design Specification for:Metal and pictures) before use. Reviewing pictures alone not sufficient is Plate Connected Wood Truss: Construction.: DSB-89: Design Standard. for Bracing. " 20. Designassumes manufacture in accordance with BCSI: _ Building Component Safety Information, " IT ANSPI 1 Q uality criteria:' Guide to Good Practice. for Handling,_ ,M Installing & Bracing of Metal Plate 21.The design does not take into account any dynamic . , ..... C®nnected. Wood Trusses. MiTek Engineering Reference Sheet: MII=7473 rev.-5/19/2020 or other loads other than those expressly stated. .