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HomeMy WebLinkAboutTruss100, 0" 371701 HANGER SCHEDULE QUA A JUS24 1 B TH D26 20 47' 10" 211411 11 1 Hatch Legenit am 211411 -1 "1, 1 U"1 14' 6' , 39' 6" 161511 I 2820 Kirby Cir. NE, Palm Bay, FI. 32905 Phone: ( 321 ) 409-9800 Fax: ( 321 ) 409-9803 *** Signature of this document acknowedges that the client has reviewed this truss placement diagram in its entirety and is in agreement with the following items, including but not limited to: A.) The client is responsible to verify the accuracy of information submitted for use in design, fabrication, and scheduling. Any labor, material, or time delay incurred from inadequate or incorrect information supplied from the client will be at the client's expense. a,) Design Criteria: The client acknowledges that the truss design criteria noted on this truss placement diagram meets or exceeds the design criteria specified by the building designer, engineer of record, and local and state building requirements. C.) Fabrication and Delivery: One approved truss placement diagram must be returned to the truss manufacturer before fabrication and delivery will be sscheduled. It is the client's responsibility to coordinate delivery dates with the truss manufacturer. The client shall provide a marked location for W delivery, which must be accessible, level, and clear of material and debris, in lieu of this, trusses will be delivered in the best available location at our driver's discretion. Care and handling of the trusses O following dihvery is the responsibilty of the client. Z Z D.) Installation & Bracing: BCSI 2008 ( Building Component Safety Information ) WTCA / TPI O guidelines shall be followed when handling, installing, and bracing trusses. Temporaryand / or ~ permanent bracing and blocking is not included in the truss package. Trusses shall be braced to Jprevent rotation and provide lateral stability in accordance with the requirements specified in the -1 construction documents for the building and on the individual truss design drawings. The overall IQ- stability of the truss system is the responsibility of the building designer. u) Z E.) Field Framing:1.) Tray ceilings and other ceiling transitions may require field framing by others. 2.) Ceiling drops and valleys not shown are to be field framed by others. 3.) Overhangs maybe over length -cut to fit in field. Overhangs are 2x4 or 2x6 -no blocking is applied. Corner jacks will be square cut and hip jacks will be double beveled. F.) Repairs: Truss related problems are to be reported to the truss manufacturer ASAP, preferably i n writing. DO NOT CUT ANY TRUSSES before contacting the truss manufacturer with specifics of the problem. Any field modifications made without an engineered repair drawing will be the responsibility of the client. No back charges or crane charges of any kindwill be accpeted, unless specifically approved in writing by the truss manufacturer's management. G.) This Truss Placement diagram was not created by an engineer, rather by Tibbetts Lumber Co. LLC staff, and is purely to be used as an installation guide and does not require a seal. Truss deisgn analysis are on the Truss Design Drawings which maybe sealed by the Truss Design Engineer. Z O H c.) W 0) J Q W ON to Z O W IX F— Z W .D U Roof Load; 50# psf; 20 TCLL, 20 TCDL, 0 BCLL, 10 BCDL; Dur.: 1.25 Design checked for 10 psf non -concurrent LL on BC. Floor Load; 55# psf; 40 TCLL, 10 TCDL, 0 BCLL, 5 BCDL; Dur.: 1.00 Design checked for 10 psf non -concurrent LL on BC. Mitek Engineering 8.2.1.267 Exposure : C Building Code : FBC 2020 Mean Hgt. : 15' ASCE 7-16 Bldg. Cat. : II TP) 1 2014 imp rfance Factor : )) Truss Design : C & C Enclosure : Enclosed Uplift Calc. : MWFRS Entry : Exposed to Wind Wind Speed : 170 mph US Lanai : Exposed to Wind ROOF CRITERIA FLOOR CRITERIA T.C. Pitch 6 / 12 Depth ... B.C. Pitch 6 112 Spacing 24" T.C. Size Sizegt. 2X4 2 Heel 3/16" Vapor barrier between floor & concrete Bearing BLOCK by others. Floor trusses held back 3/4" at exterior Cantilever 24" walls, Overhang 0 block & fill by others. Blocking for Spacing 24" o.c. vertical load transfer by others. Odd space floor trusses around plumbing as noted Approved by: Desired delivery date: Approval Date: Date, Intials, Description Client : Project : RAIMIST RES. Address: 1159 OCEAN ESTATES DR., ST. LUCIE Date : 1 7/29/2021 1 Designer : I PAT Project # 512417 ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 512417 - RAIMIST RES. MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: VB CUSTOM HOMES Project Name: RAIMIST RES. Model: - Tampa, FL 33610-4115 Lot/Block: - Subdivision: - Address: 159 OCEAN ESTATES DR., - City: ST. LUCIE 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 8.5 Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 50.0 psf Floor Load: N/A psf This package includes 58 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T24855061 Al 7/29/21 15 T24855075 A15 7/29/21 2 T24855062 A2 7/29/21 16 T24855076 A16 7/29/21 3 T24855063 A3 7/29/21 17 T24855077 A17 7/29/21 4 T24855064 A4 7/29/21 18 T24855078 A18 7/29/21 5 T24855065 A5 7/29/21 19 T24855079 A19 7/29/21 6 T24855066 A6 7/29/21 20 T24855080 A20 7/29/21 7 T24855067 A7 7/29/21 21 T24855081 A22 7/29/21 8 T24855068 A8 7/29/21 22 T24855082 B1 7/29/21 9 T24855069 A9 7/29/21 23 T24855083 B2 7/29/21 10 T24855070 A10 7/29/21 24 T24855084 B3 7/29/21 11 T24855071 All 7/29/21 25 T24855085 B4 7/29/21 12 T24855072 Al2 7/29/21 26 T24855086 B5 7/29/21 13 T24855073 A13 7/29/21 27 T24855087 B6 7/29/21 14 T24855074 A14 7/29/21 28 T24855088 B7 7/29/21 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Tibbetts Lumber Company-Pahn Bay. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. IMPORTANTE: The seal on these truss component designs is a certification that the engineer naglicensed in the jurisdiction(s) identified and that the designs comply withI 1. These designs are based upon parameters shown (e.g., loads, supp i sions, shapes and design codes), which were given to MiTek or TRENC0. y ro ect specific information included is for MiTek's or TRENCO's customers file refer pose only, and was not taken into account in the preparation of these des igns. MIT NCO has not independently verified the applicability of the design parameters Ir�Fr igns for any particular building. Before use, the building designer should verify applicaof design parameters and properly incorporate these designs into the overall building design per ANSI/rPI 1, Chapter 2. �111;trrQuIN uurrr� ;.�PV ��•,,. J6 �E N .Fl �i No 681.82 STATE O.F A, 0 N A1, E��`�� Joaquin Velez PE No.68182 MITek USA; Inc. Fl. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 29,2021 Velez, Joaquin 1 of 2 MM wi 0 MiTek 0 RE: 512417 - RAIMIST RES. Site Information: Customer Info: VB CUSTOM HOMES Project Name: RAIMIST RES. Model: - Lot/Block: - Subdivision: - Address: 159 OCEAN ESTATES DR., - City: ST. LUCIE State: FL. No. Seal# Truss Name Date 29 T24855089 B8 7/29/21 30 T24855090 C1 7/29/21 31 T24855091 C2 7/29/21 32 T24855092 C3 7/29/21 33 T24855093 C4 7/29/21 34 T24855094 C5 7/29/21 35• T24855095 C6 7/29/21 36 T24855096 CJ1 7/29/21 37 T24855097 CJ3 7/29/21 38 T24855098 CJ3A 7/29/21 39 T24855099 CJ5 7/29/21 40 T24855100 CJ5T 7/29/21 41 T24855101 D1 7/29/21 42 T24855102 EJ5 7/29/21 43 T24855103 ER 7/29/21 44 T24855104 ERA 7/29/21 45 T24855105 EJ7B 7/29/21 46 T24855106 EVC 7/29/21 47 T24855107 EVD 7/29/21 48 T24855108 ERT 7/29/21 49 T24855109 H 1 7/29/21 50 T24855110 HJ5 7/29/21 51 T24855111 HJ7 7/29/21 52 T24855112 HJ7T 7/29/21 53 T24855113 V1 7/29/21 54 T24855114 V2 7/29/21 55 T24855115 V4 7/29/21 56 T24855116 V5 7/29/21 57 T24855117 V6 7/29/21 58 T24855118 V7 7/29/21 2 of 2 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 i i s f Job Truss Truss Type Qty Ply RAIMIST RES. T24855061 512417 Al Roof Special Girder 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:53:34 2021 Page 1 ID:xPAcr77P VZc8aB eoE7N um Lyvt88-Axjne Osj00gAyggQ B gpdafJ_BH C SBQC ErVE_i IytD31 i 2-4-0 7-0-0 12-3-2 17-8-0 23-0-14 28:0 30.8-0 2-4-0 ' 4-8-0 ' 5-3-2 5-4-14 5-4-14 5-3-2 210 6x6 = Scale = 1:53.6 2x4 II 6x8 = 8 3x4 = 3x6 II 4x6 = 3x8 = 5x8 = 4x6 = 2x4 II 6x6 = 2-0-0 2�4�2 7-0-0 12-3-2 17-8-0 23-0-14 28-4-0 30-8-0 2-0.0 11-4-0 4-8-0 5-3-2 5-4-14 5-4-14 13-2 2-4-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress [nor NO BCDL 10.0 Code FBC2020ITP12014 CSI. DEFL. in ([cc) Vdefl L/d TC 0.49 Vert(LL) 0.2712-13 >999 240 BC 0.95 Vert(CT) -0.33 12-13 >999 240 WB 0.74 Horz(CT) 0.09 9 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 WEBS REACTIONS. (size) 9=Mechanical, 15=0-8-0 Max Horz 15=273(LC 8) Max Uplift 9=1198(LC 8), 15=1330(LC 8) Max Grav 9=2155(LC 28), 15=2253(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2745/1507, 3-4=-4069/2316, 4-5=4402/2468, 5-6=-4402/2468, 6-7=3475/1928 BOT CHORD 13-14=-1481/2435, 12-13=2377/4081, 11-12=2029/3544, 10-11=727/1299, 9-10=-725/1304 WEBS 2-15=2186/1308, 2-14=-1343/2465, 3-14=530/351, 3-13=1079/2027, 4-13=965/696, 4-12=-220/482, 5-12=-633/527, 6-12=603/1048, 6-11 =1 263/886, 7-11=-1516/2626, 7-9=-2436/1354 PLATES GRIP MT20 244/190 Weight: 192 lb FT = 20% Structural wood sheathing directly applied or 34-0 cc puffins, except end verticals, and 2-0-0 cc purlins (3-4-2 max.): 3-7. Rigid ceiling directly applied or 3-9-14 cc bracing. 1 Row at midpt 7-11 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 speck to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1198 lb uplift at joint 9 and 1330 lb uplift at joint 15. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 375 lb down and 325 lb up at 7-0-0, 205 lb down and 163 lb up at 9-0-12, 205 lb down and 163 lb up at 11-0-12, 205 lb down and 163 lb up at 13-0-12, 205 lb down and 163 lb up at 15-0-12, 205 lb down and 163 lb up at 17-0-12, 205 lb down and 163 lb up at 19-0-12, 205 lb down and 163 lb up at 21-0-12, 201 lb down and 175 lb up at 23-0-12, 196 lb down and 156 lb up at 25-0-12, and 124 lb down and 146 lb up at 27-0-12, and 149 lb down and 190 lb up at 29-0-12 on top chord, and 173 lb down and 149 lb up at 7-0-0, 34 lb down at 9-0-12, 34 lb down at 11-0-12, 34 lb down at 13-0-12, 34 lb down at 15-0-12, 34 lb down at 17-0-12, 34 lb down at 19-0-12, 34 lb down at 21-0-12, 55 lb down and 32 lb up at 23-0-12, 18 lb down at 25-0-12, and 6 lb down and 31 lb up at 27-0-12, and 74 lb down at 29-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 A SE(S Sta 2 A This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek IUSA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa,FL 33610 Date: July 29,2021 ® WARMING -Verify design paramelers 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 verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 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 ype City Ply RAIMIST RES.T24855061 FRo.fsSp..i.I 512417 Al Girder 1 1 Job Reference o tional I looens Lumoer L ompany, calm nay, t-L - s[aUs, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:53:35 2021 Page 2 ID:xPAcr77PVZcBaBeoE7NumLyvt8B-e7H9sMsLnKol ZgFcINKs6ts9xhYhttSO49_XElytD3k LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=80, 3-7=80, 7-8=80, 9-16=-20 Concentrated Loads (lb) Vert: 3=-83(B) 6=-91(B) 14=98(B) 11=-45(B) 20=56(B) 21=56(B) 22=56(B) 23=56(B) 25=56(B) 26=-56(B) 27=56(13) 28=101(B) 29=107(1]1) 30=146(131) 31=-18(B) 32=18(B) 33=18(B) 34=18(B) 35=-18(B) 36=18(B) 37=18(B) 38=11(B) 39=6(B) 40=-37(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED tvtITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall i building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTP/1 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 RAIMIST RES. T24855062 512417 A2 Half Hip 2 1 Job Reference (optional) iuueaa r..unwer uumpany, raim aay, rL - JZauo, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:53AB 2021 Page 1 ID:xPAcr77PVZc8aBeoE7NumLyvt88-mdZ3aol VjKRBdgl6Oc3v8culLw2tQnY13hdjB UytD3X 4-94 9-0.0 16-0-15 23-3-9 30-8-0 ' 4-9-4 ' 4-2-12 ' 7-0-15 7-2-11 7-4-7 5x6 = 2x4 11 5x8 = Scale = 1:52.0 3x4 11 3x4 = 6x6 = 3x4 = 5x8 = 2x4 II 6x6 = i 2-0-0 2�4�2 9-0-0 16-0-15 23-3-9 30-8-0 ' 2-0.0 0-'4-'0 648-0 7-0-15 7-2-11 7-4-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.08 8-9 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.20 9-10 >999 240 SCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix -MS Wind(LL) 0.11 10 >999 240 Weight: 167lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-1-6 cc purlins, 4-6: 2x4 SP SS except end verticals, and 2-0-0 cc purlins (3-10-12 max.): 4-7. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or B-0-0 cc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 6-8 REACTIONS. (size) 8=Mechanical, 12=0-8-0 Max Harz 12=274(LC 12) Max Uplift 8=580(LC 12), 12=748(LC 12) Max Grav 8=1400(LC 1), 12=1653(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-421/179, 2-3=303/175, 3-4=-1829/779, 4-5=2244/1043, 5-6=-2244/1043, 7-8=251/199 BOT CHORD 1-1 2=-1 18/398, 11-12=-688/1222, 10-11=777/1573, 9-10=793/1752, 8-9=793/1752 WEBS 3-11=157/483. 4-10=333/855, 5-10=603/426, 6-10=-306/582, 6-9=0/310, 6-8 =-2027/91 5, 3-12=-1856/1030 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 30-6-4 zone; cantilever 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 This item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically Signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez, Joaquin, PE 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 using a Digital Signature. will fit between the bottom chord and any other members. Printed copies of this p 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 580 lb uplift at joint 8 and 748 lb uplift at document are not considered joint 12. signed and sealed and the 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Signature must be Verified on any electronic copies. Joaquin Velez PE No.681ik MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa.FL 33810 Date: July 29,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED IAITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buildbuilding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• ing required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, 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 c , 'a t Job Truss Truss Type Qty Ply RAIMIST RES. T24855063 512417 A3 Half Hip 2 1 Job Reference (optional) looms Lumuer tumpany, raim bay, rL - JZUU0, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 29 11:53:52 2021 Page 1 I D:XPAcr7?P VZc8aB eoE7N um Lyvt88-ePpaQA4OnYyd6R2u FS7rlS3OgXN vMaFu_lbxKGytD3T i 5-9-4 11-0-0 17-5-8 23-11-0 30-8-0 ' 5-9-4 ' 5-2-12 6-5-8 6-5-8 6-9-0 5x6 = 3x4 = 5x6 = Scale = 1:52.0 3x4 11 3x4 = 6x6 = 5x8 = 6x8 = 6x6 = i 2-0-0 20 11-0-0 20-8-4 30-8-0 2-0-0 0-4-0 8-8-0 9-84 9-11-12 Plate Offsets (X,Y)— [4:0-3-0,0-2-0], [6:0-3-0,0-3-4], [9:0-4-0,Edge], [10:13-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.25 8-9 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.46 8-9 >737 240 BCLL 0.0 Rep Stress Iner YES WB 0.70 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MS Wtnd(LL) 0.09 9-10 >999 240 Weight: 168 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins, BOT CHORD 2x4 SP SS *Except* except end verticals, and 2-0-0 oc purlins (3-8-11 max.): 4-7. 1-10: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-10, 6-8 REACTIONS. (size) 8=Mechanical, 11=0-8-0 Max Horz 11=334(LC 12) Max Uplift 8=591(LC 12), 11=737(1_C 12) Max Grav 8=1572(LC 17), 11=1837(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-442/134, 2-3=312/158, 3-4=2081/772, 4-5=-17871778, 5-6=18831724 BOT CHORD 1-11=-79/412, 10-11=844/1665, 9-10=885/2038, 8-9=644/1472 WEBS 3-10=-6/310, 4-10=44/464, 5-10=-442/184, 5-9=-356/324, 6-9=1731819, 6-8=1875/831. 3-11=-2103/1099, 2-11=-214/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 11-0-0, Exterior(21R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 30-6-4 zone; cantilever 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. This item has been 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. electronically signed and 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 sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members, with BCDL = 10.Opsf. using a Digital Signature. 7) Refer to girder(s) for truss to truss connections. Flirted copies of this p 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 591 lb uplift at joint 8 and 737 lb uplift at joint 11. document are not Considered 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Signed and Sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.63192 MiTek USA, Inc. FL'Cert 6634 69D4 Parke East Blvd. Tampa.FL 33610 Date: July 29,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10-7473 rev. 5H 9M20 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 ivi iTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH Quality Cdteda, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply RAIMIST RES. T24655064 512417 A4 Half Hip 1 1 Job Reference a tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:53:53 2021 Page 1 ID:xPAcr7?PVZc8aBeoE7NumLyvt88-6bNyeW4eYs4Ujbd4o9e4rgbBRxlz52o1 DyLUtiytD3S 6-9-4 13-0-0 18-9-8 24-7-0 30.8-0 ' 6-94 6-2-12 r 5-9-8 5-9-8 6-1-0 5x6 = 3x4 = 3x4 = Scale = 1:52.0 2x4 11 3x4 = 6x6 = 2x4 11 5x8 = 3x4 = 6x6 = 0 7-8-0 13-10 21-8-4 30-8-0 2-10 0-4-0 5-4-0 5-4-0 B-8-4 8-11-12 Plate Offsets (X,Y)— [4:0-3-0,0-2-0i,[10:0-3-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.18 8-9 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.32 8-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Cade FBC2020/rP12014 Matrix -MS Wind(LL) 0.08 10-11 >999 240 Weight: 182 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-15 cc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals, and 2-0-0 oc purlins (4-2-9 max.): 4-7. 8-10: 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-10, 6-8, 3-12 REACTIONS. (size) 8=Mechanical, 12=0-8-0 Max Horz 12=395(LC 12) Max Uplift 8=-604(LC 12), 12=724(LC 12) Max Grav 8=1601(LC 17), 12=1855(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=381/133, 3-4=19921747, 4-5=1697/767, 5-6=15381607 BOT CHORD 1-12=68/357, 11-12=-927/1863, 10-11=-907/1900, 9-10=752/1714, 8-9=517/1176 WEBS 4-10=-26/403, 5-9=452/368, 6-9=-233/897, 6-8=-1718/763, 3-12=2247/1010, 2-12=295/306 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vui1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 13-0-0, Exterior(21R) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 30-6-4 zone; cantilever 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 speck to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. This Item has been 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Velez, Joaquin, PE will rd between the bottom chord and any other members, with BCDL = 10.0psf. using a Digital Signature. 7) Refer to girder(s) for truss to truss connections. Printed copies Of this p 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 604 lb uplift at joint 8 and 724 lb uplift at joint 12. document are not considered 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Signed and Sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904Parke East Blvd. Tampa.FL 33610 Date; July 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TPH Quallty Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 r A 1 Job Truss Truss Type Qty Ply RAIMIST RES. T24855065 512417 A5 Half Hip 1 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905. 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:53:53 2021 Page 1 ID:xPAcr7?PVZcsaBeoE7NumLyvt8MbNyeW4eYs4Ujbd4o9e4rgb87xju5001 DyLUtiytD3S 7-9-4 15-0-0 22-8-4 30-8-0 7-9-4 7-2-12 7-8.4 7-11-12 5x6 = 2x4 11 Scale = 1:52.2 3x8 = 11 10 9 -- 8 '- 7 3x4 = 3x6 11 3x8 = 5x6 = 5x8 = 4x6 11 2-0-0 2r4�0 7-9-4 15-0-0 22-8-4 30-8-0 2-0-0 0-4-0 5-5-4 7-2-12 7-8-4 7-11-12 Plate Offsets (X,Y)— [4:0-4-0 0-2-8],[7:Edge,0-3-8],[9:0-3-0 0-3-0] [10:0-3-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.15 7-8 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.27 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MS Wind(LL) 0.08 9-10 >999 240 Weight: 184 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied, except end verticals, and 4-6: 2x4 SP SS 2-0-0 oc purlins (5-3-15 max.): 4-6. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-6 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 6-7, 4-8, 6-8 REACTIONS. (size) 7=Mechanical, 11=0-8-0 Max Horz 11=455(LC 12) Max Uplift 7=-619(LC 12). 11=709(LC 12) Max Grav 7=1630(LC 17). 11=1868(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=374/136, 2-3=2206/706, 3-4=1885/690, 4-5=-1305/566, 5-6=-1305/566, 6-7=1471/745 BOT CHORD 1-11=-65/347, 10-11=-307/195, 9-10=980/1991, 8-9=-726/1581 WEBS 3-10=-261/263, 3-9=-447/289, 4-9=58/535, 4-8=386/224, 5-8=727/503, 6-8=-774/1781, 2-1O=802/1940, 2-11 =1 712/908 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 15-0-0, Exterior(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 30-6-4 zone; cantilever 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 This item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically Signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez, Joaquin, PE 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 using a Digital Signature. will fit between the bottom chord and any other members, with BCOL = 10.Opsf. Printed copies of this p 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 619 lb uplift at joint 7 and 709 lb uplift at document are not considered joint 11. signed and sealed and the 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Signature must be Verified on any electronic copies. Joaquin Velez PE No.681112 MiTek USA, Inc FL'Cert 6634 6904 Parke East Blvd. Tampa.FL 33610 Date: July 29,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 oftrusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 I Job Truss Truss Type Qty Ply RAIMIST RES. T24855066 512417 A6 Half Hip 1 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:53:54 2021 Page 1 ID:xPAcr7?PVZc8aBeoE7Num Lyvl88-anxKrr5GJACLLICGMtAJNt8KvL5UgSkBSc42P8ytD3R 6-0-5 11-6-3 17-0-0 23-8-4 30-8-0 5-5-13 5-5-13 6-8-4 6-11-12 5x6 = Scale = 1:54.8 2x4 11 4x4 = 3x4 = 6x6 = 3x4 = 5x6 = 5x8 = 3x6 11 Plate Offsets (X,Y)—[3:0-1-12,0-3-01,[5:0-3-0,0-2-01,[10:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.10 6-9 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.20 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MS Wind(LL) 0.09 10-11 >999 240 Weight: 197lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oc purlins (4-9-8 max.): 5-7. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-15 oc bracing. WEBS 1 Row at midpt 7-8. 5-9, 6-9, 7-9 REACTIONS. (size) 8=Mechanical, 12=0-8-0 Max Horz 12=516(LC 12) Max Uplift 8=-636(LC 12), 12=691(LC 12) Max Grav 8=1661(LC 17), 12=1895(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-420/135, 2-3=281/154, 3-4=-2173/687, 4-5=-1704/649, 5-6=1067/470, 6-7=-1067/470, 7-8=1520/763 BOT CHORD 1-12=74/391, 11-12=952/1817, 10-11=-920/1883, 9-10=657/1430 WEBS 4-10=-639/383, 5-10=-208/774, 5-9=590/305, 6-9=-635/448, 7-9=742/1685, 3-12=2210/971, 2-12=-260/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -D-0-2 to 2-11-14, Interior(1) 2-11-14 to 17-0-0, Exterior(21R) 17-0-0 to 21-2-15, Interior(1) 21-2-15 to 30-6-4 zone; cantilever 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 speck to the use of this truss component. This Item has been 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. electronically Signed and 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 sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members, with BCDL = 10.0psf. using a Digital Signature. 7) Refer to girder(s) for truss to truss connections. Printed copies of this p 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 636 lb uplift at joint 8 and 691 lb uplift at joint 12. document are not considered 9) Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Signed and Sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68183 MiTek USA;1nc. FL.Cert6634 6804 Parke East Blvd. Tampa_FL 33610 Date: July 29,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properlyincorporate 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 oftrusses and truss systems, see ANSI?P/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RAIMIST RES. T24855067 512417 A7 Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:53:55 2021 Page 1 I D: xPAcr77P VZc8aBeo E7 Num Lyvt88-2_Uj2B6u4TKCzunSwahYw5hS3IPMZxkKgGgbxaytD 3Q 6-8-5 12-10-3 19-0-0 23-8-0 30-8-0 ' 6-8-5 ' 6-1-13 ' 6-1-13 ' 4-1 7-0-0 5x6 = 5x6 = 5 ,o .,o 12 .r « 10 10 <Y 9 ca 8 3x4 gX = 5x6 = 5x6 = 3x10 = 3x6 II = Scale = 1:60.2 2-0-0 2f1r0 10-8-0 i 19-0-0 23-8-0 30-8-0 2-0-0 0-4-0 8-4-0 B-4-0 ` 4-8-0 7-0-0 Plate Offsets (X,Y)— [5:D-3-0,0-2-0],[6:0-4-0,0-2-8][10:0-3-0,0-3-0],[11:0-3-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.15 10-11 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.29 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Wtnd(LL) 0.08 10-11 >999 240 Weight: 200 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals, and BOT CHORD 2x4 SP No.2 2-0-0 oc purlins (6-0-0 max.): 5-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 5-9, 6-9, 3-12, 7-8 REACTIONS. (size) 12=0-8-0, 8=Mechanical Max Horz 12=368(LC 12) Max Uplift 12=730(LC 12), 8=598(LC 12) Max Grav 12=1870(LC 17). 8=1580(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-419/104, 2-3=264/132, 3-4=-2117/792, 4-5=-1460/721, 5-6=871/596, 6-7=-1102/550, 7-8=-1442/761 BOT CHORD 1-12=-43/385, 11-12=884/1933, 10-11=-803/1833, 9-10=493/1255 WEBS 4-11=0/341, 4-10=821/450, 5-10=262/885, 5-9=-752/293, 3-12=2161/1066, 2-12=295/333,7-9=-458/1208 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (37second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 19-0-0, Exterior(21R) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 23-8-0, Exterior(21R) 23-8-0 to 27-1D-15, Interior(1) 27-10-15 to 30-6-4 zone; cantilever 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 speck to the use of this truss component. This item has been 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. electronically Signed and 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 sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members, with BCDL = 10.Opsf. using a Digital Signature. 7) Refer to girder(s) for truss to truss connections. Printed copies of this 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 730 lb uplift at joint 12 and 598 lb uplift at joint 8. document are not considered 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord, signed and Sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.681i82 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa.FL 33610 Date: July 29,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1d11-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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�� qq�e' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the IYIt tTale• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sulte 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RAIMIST RES. T24855068 512417 A8 Hip 1 1 Job Reference o floral ribbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:53:56 2021 Page 1 ID:xPAcr77PVZcBaBeoE7NumLyvt88-XA25GX7WmS3a2MfUHCoTIDi89jdlPgUvwZ8U1 ytD3P 21-8.0 2.40 8.6.11 149-5 21-0.0 21r40 26-0-0 30-8-0 2-4-0 6-2-11 6.2-11 6.2.11 0-4-0 4-4-0 4-7-12 4 x8 U Scale = 1:67.2 17 11 lu It' Zu 9 GI LL 8 3x4 = 6x6 = 6x6 = 6X8 = 6x6 = 2-0-02,4r0 11-10-0 21-4-0 � 30-8-0 2-0-0 0-4-0 9-6-0 9-6-0 9-4-0 Plate Offsets_(X,Y)— [3:0-2-12,0-3-0], [9:0-4-0,Edge), [10:0-3-G,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.25 8-9 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.41 8-9 >832 240 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MS Wtnd(LL) 0.08 9-10 >999 240 Weight: 194 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-3 oc purlins, BOT CHORD 2x4 SP SS `Except' except end verticals. 1-10: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-11, 4-9, 6-8 REACTIONS. (size) 11=0-8-0, 8=Mechanical Max Horz 11=368(LC 12) Max Uplift 11=730(LC 12), 8=598(1_C 12) Max Grav 11=1858(LC 17), 8=1590(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-372/0, 2-3=359/109, 3-4=2053/785, 4-5=11861617, 5-6=1178/648 BOT CHORD 1-11=01313, 10-11=-871/2027, 9-10=689/1688, 8-9=314/728 WEBS 2-11=-481/489, 3-11=-1948/940, 3-10=219/271, 4-1 0=1 06/576, 4-9=958/526, 5-9=224/569, 6-9=57/667, 6-8=-14871657 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 21-4-0, Extedor(2R) 21-4-0 to 25-6-15, Interior(1) 25-6-15 to 30-6-4 zone; cantilever 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. This item has been 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 electronically signed and will fit between the bottom chord and any other members, with BCDL = 10.Opsf. sealed by Velez, Joaquin, PE 6) Refer to girder(s) for truss to truss connections. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 730 lb uplift at joint 11 and 598 lb uplift Printed copies of this p at joint 8. document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68162 MiTek USA, Inc. FL'Cert 6634 6904 Parke -East Blvd, Tampa.FL 3361D Date: July 29,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 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 RAIMIST RES. T24855069 512417 A9 Common 5 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:53:57 2021 Page 1 ID:xPAcr7?PVZc8aBeoE7NumLyvt88-?McTTt78c5awCCxr1?j1? WmrxY301 sgdBaJi0TytD30 7-5-11 14-4-13 21-4-0 25-10-4 30-8-0 7-5-11 6-11-3 6-11-3 4-6-4 4-9-12 4x6 = 11 1u is to 9 ZI zu 8 3x4 = 6x6 = 6x6 = 6x8 = 6x6 = Scale = 1:66.7 22 2 11-8-3 21-4-0 30-8-0 2-0-0 0-4-0 9-4-3 9-7-13 9-4-0 Plate Offsets (X,Y)— [9:0-4-0,Edge], [10:0-3-0 Edge) LOADING (psf) SPACING- 2-0-0 CsL DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.25 8-9 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.40 8-9 >836 240 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix -MS Wind(ILL) 0.08 9-10 >999 240 Weight: 193 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2. TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, BOT CHORD 2x4 SP SS *Except* except end verticals. 1-10: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 4-9. 3-11, 6-8 REACTIONS. (size) 11=0-8-0, 8=Mechanical Max Harz 11=368(LC12) Max Uplift 11=730(LC 12), 8=598(LC 12) Max Grav 11=1858(LC 17). 8=1591(Lc 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-420/57, 34=2058/776, 4-5=1196/639, 5-6=1178/670 BOT CHORD 1-11=0/377, 10-11=896/2007, 9-10=731/1735, 8-9=-327/738 WEBS 4-10=-43/487, 4-9=992/544, 5-9=-229/586, 6-9=-58/647, 3-11=2084/1069, 2-11=-339/378, 6-8=1489/675 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Intedor(1) 2-11-14 to 21-4-0, Exterior(2R) 21-4-0 to 24-4-0, Interior(1) 24-4-0 to 30-6-4 zone; cantilever 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 speck to the use of this truss component. This Item has been 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 electronically signed and will fd between the bottom chord and any other members, with BCDL = IO.Opsf. Sealed by Velez, Joaquin, PE 6) Refer to girder(s) for truss to truss connections. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 730 lb uplift at joint 11 and 598 lb uplift Printed this at joint B. copies of p document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6604 Parke East Blvd. Tampa.FL 33810 Date: July 29,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rw. 5/192020 BEFORE USE. Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSM11 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 E A I Job Truss Type Qty Ply RAIMIST RES.T24855070 7crou.ss'non 512417 A10 1 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:53:36 2021 Page 1 I D:XPACr77P VZc8aBeoE7 Num Lyvt88-6KrX3itzYewuB_q pJ5r5f4OFF5uzcMxXJpj5m BytD3j i 7-5-11 14-4-13 21-4-0 25-10-4 30-8-0 ' 7-5-11 6-11-3 6-11-3 4-6-4 4-9-12 4x6 = 3x4 = 6x6 = 5x8 = 6xB = 6x6 = Scale = 1:66.7 LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.77 BC 0.95 WB 0.59 Matrix -MS DEFL. in Vert(LL) -0.21 Vert(CT) -0.35 Horz(CT) 0.05 Wind(LL) 0.08 (loc) Udefl L/d 8-9 >999 360 8-9 >969 240 8 n/a n/a 9-10 >999 240 PLATES GRIP MT20 244/190 Weight: 198 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, BOT CHORD 2x4 SP SS *Except- except end verticals. 1-10: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 *Except* WEBS 1 Row at midpt 4-9. 3-11, 6-8 7-8: 2x6 SP No.2 REACTIONS. (size) 11=0-8-0, 8=D-8-0 Max Harz 11=370(LC 12) Max Uplift 11=727(LC 12), 8=597(LC 12) Max Grav 11=1853(LC 17). 8=1587(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-420/58, 3-4=2051/772, 4-5=1185/635, 5-6=1167/664 BOT CHORD 1-11=01377, 10-11=-895/2000, 9-10=729/1726, 8-9=-320/726 WEBS 4-10=-43/490, 4-9=995/544, 5-9=223/574, 6-9=69/650, 3-11=2078/1065, 2-11=339/378, 6-8=-1466/666 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuR=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 21-4-0, Exterior(21R) 21-4-0 to 24-4-0, Interior(1) 24-4-0 to 30-5-4 zone; cantilever 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 This item has been to the use of this truss component. 4) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members, with BCDL = IO.Opsf. using a Digital Signature. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 727 lb uplift at joint 11 and 597 lb uplift copies of this Printed c0 P at joint B. document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA,19c.fL'Cert 6634 .6904 Parke East Blvd. Tampa, FL 33610 Date: July 29,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE P111-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSVfP/f Quality Criteria, DSS-89 and BCSI Building Component 6904 Parke East Blvd. Safetylntonnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply RAIMIST RES. T24855071 512417 A11 Common 2 1 Job Reference o tional ribbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:53:37 2021 Page 1 ID:xPAcr7?PVZc8aBeoE7NumLyvt88-aWPvH1 ucJx3lp7P?soMKB IxTSU E9LmlhXTTeJdytD3i 2-4-0 &&0 15-0-0 21.40 25-10-0 30.4-0 35-40 40.4-0 42-8-0 2-4-0 6-40 6-4-0 4-6-0 4-6-0 5.0.0 5-0-0 2.4-0 Scale = 1:74.9 5x6 = 16 1. cr tc 14 to JU 13 12 3111 3x6 _ 6x6 = 5x8 = 5x8 = 5x8 = 4x4 = 2x4 II 3x6 42-M LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/iP12014 CSI. TC 0.61 BC 0.95 WB 0.78 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Vdefl L/d -0.21 14-15 >999 360 -0.35 14-15 >958 240 0.04 13 n/a n/a 0.07 14-15 >999 240 PLATES GRIP MT20 244/190 Weight: 255 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 14-15: 2x4 SP SS WEBS 1 Row at midpt 3-16, 4-14, 6-13 WEBS 2x4 SP No.2 REACTIONS. (size) 16=0-8-0, 13=0-8-0, 11=0-8-0 Max Horz 16=445(LC 11) Max Uplift 16=-697(LC 12), 13=1229(LC 12), 11=324(1_C 12) Max Grav 16=1731(LC 17), 13=2496(LC 2), 11=534(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=373/1, 2-3=337/110, 3-4=1843/712, 4-5=945/528, 5-6=-920/543, 6-7=171/634, 7-8=-335/607, 8-9=135/365 BOT CHORD 1-16=01314. 15-16=-419/1952, 14-15=212/1548, 13-14=0/493 WEBS 2-16=-480/484, 3-16=-1763/863, 3-15=254/291, 4-15=131/637, 4-14=983/546, 5-14=178/388, 6-14=-188/898, 6-13=1872/801, 7-13=-420/335, 8-13=-483/871, 8-12=-521/161, 9-12=-304/124, 9-11=441/560 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 21-4-0, Exterior(21R) 21-4-0 to 24-4-0, Interior(1) 24-4-0 to 42-8-2 zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces 8r MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. electronically signed and 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez, Joaquin, PE 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 using a Digital Signature. will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide Flirted copies of this p mechanical connection (by others) of truss to bearing plate capable of withstanding 697 lb uplift at joint 16, 1229 lb uplift at joint 13 and 324 lb uplift at joint 11. document are not Considered signed and sealed and the signature must be verified on any electronic. copies. Joaquin Velez PE No.68182 MlTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa.FL 33610 Date: July 29,2021 WARNING -Verify design parameters and REED NOTES ON THIS AND INCLUDED fAITEK REFERENCE PAGE FAIT-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1/TPl1 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 l � � Job Truss Truss Type City Ply RAIMIST RES. T24855072 512417 Al2 Roof Special 11 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:53:38 2021 Page 1 ID:xPAcr77PVZc8aBeoE7NumLyvt88-2izHUNvE4FBcQH BQVtZkVUdEufE4HIgm7CCr4ytD3h 2-4-0 16-2-0 21-4.0 2&0.0 30-4-0 35.4-0 40-4-0 42-8-0 2-4-0 6-11-0 6-11-0 5-2-0 6-&0 2.4-0 5-0.0 5-0.0 2-40 5X6 = 6.00 Scale = 1:80.6 0XIL \\ _ 3x6 = 3x6 11 4x8 = 2x4 II 2x4 11 6x8 = 4x4 = 2x4 11 3x6 42-M LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.68 BC 0.58 WB 0.57 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Vdefl L/d -0.09 18-19 >999 360 -0.20 18-19 >999 240 0.04 13 n/a n/a 0.07 17 >999 240 PLATES GRIP MT20 244/190 Weight: 278 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.2 1 Row at midpt 6-15 WEBS 1 Row at midpt 4-16, 7-13 REACTIONS. (size) 20=0-8-0, 13=0-8-0, 11=0-8-0 Max Horz 20=445(LC 11) Max Uplift 20=699(LC 12), 13=-1217(LC 12). 11=335(1­13 12) Max Grav 20=1664(LC 17), 13=2581(LC 2), 11=478(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-308/30, 2-3=1903/659, 3-4=1615/666, 4-5=-883/537, 5-6=939/516, 7-8=-294/832, 8-9=58/511 BOT CHORD 1-20=-16/251, 19-20=-408/574, 4-17=136/727, 16-17=18611589. 15-16=182/423, 6-15=-15151809, 12-13=-345/40 WEBS 2-20=-1513/943, 2-19=-637/1470, 3-19=321/272, 17-19=-402/1828, 3-17=360/261, 4-16=1169/540, 6-16=141/348, 6-16=384/1189, 13-15=722/665, 7-15=366/1474, 7-13=1788/570, 8-13=-572/850, 8-12=478/224, 9-12=316/66, 9-11=391/558 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 21-4-0, Exterior(2R) 21-4-0 to 24-4-0, Interior(1) 24-4-0 to 42-8-2 zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. electronically Signed and 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez, Joaquin, PE 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 using a Digital Signature. Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Printed copies of this p 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 699 lb uplift at joint 20, 1217 Ill uplift at joint 13 and 335lb uplift at joint 11. document are not Considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa.FL 33610 Date: July 29,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Iv111-7473 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 ANS//fP/t Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyintormadan available from Truss Plate institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RAIMIST RES. I T24855073 512417 A13 Roof Special 4 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:53:40 2021 Page 1 ID:xPAcr7?PVZc8aBeoE7NumLyvtBB-?542v3wUcsRKgbBaYwwl pwZzOiFBY847ERhlvyylD3f _2-4-0 i 4.8-0 11-8-0 16-2-0 r 21-40 28-0-0 30.4-0 35-4-0 40.40 42.8-0 2-4.0 2.4-0 r 7-0.0 4-0.0 5-2-0 0.8-0� 2-4-0 5-0.0 5.0.0 2-4-0 5x6 = 6.00 12 Scale = 1:80.6 4x6 2 1 5x8 3 32 3 3x4 11 3x6 4 22 4x8 �­ 33 i 6 5 19 34 4x6 8 17 4x4 9 5x6 Q 10 3x4 3511 18 12 ru 1 I¢ 5x8 = 6x8 = 4x6 = 36 37 CEO d 25 24 21 20 5x8 = // 16 15 14 3813 3x6 _ 4x4 = 2x4 II 2x4 II 4x8 = 5x8 2x4 II 6x8 = 4x4 = 2x4 II 3x6 42-8-0 i 2-0-02A.0 4-8-0 11-8-0 16-2-0 21-4-0 26-0-0 36d-0 35�-0 40-4-0 40,8-0 2-00�-0 2. 7-0-0 4f-0 5-2-0 6-a-0 M 5-0-0 5-0-0 04-02-M 1 Plate Offsets (X,Y)— [10:0-3-0,0-3-0], [17:0-6-0,0-2-8), [22:0-2-8,0-2-12], [23:0-5-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.16 22-23 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.36 22-23 >926 240 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.25 15 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(ILL) 0.13 18-19 >999 240 Weight: 286 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-5 cc purlins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. Except: WEBS 2x4 SP No.2 1 Row at midpt 8-17 WEBS 1 Row at midpt 3-22, 6-18, 7-18, 9-15 REACTIONS. (size) 25=0-8-0, 15=0-8-0, 13=0-8-0 Max Horz 25=445(LC 11) Max Uplift 25=-670(LC 12), 15=-1328(LC 12), 13=678(LC 10) Max Grav 25=1421(LC 20), 15=3367(LC 17), 13=134(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-377/211, 2-3=2406/681, 3-4=1596/695, 4-6=-1572/871, 6-7=532/484, 7-8=521/453, 8-9=161/1404, 9-10=426/2139, 10-11=60/1603 BOT CHORD 1-25=-157/370, 3-23=-181/335, 22-23=682/2788, 4-22=544/407, 18-19=112/1003, 17-18=-1099/548, 8-17=-2362/895, 14-15=-1326/151 WEBS 2-25=-12901532, 23-25=-632/546, 2-23=-781/2338, 3-22=1203/407, 20-22=51/997, 6-22=-433/1217, 6-18=-1036/512, 8-18=-477/2007, 15-17=-1974/812, 9-17=379/1640, 9-15=-1979/592, 10-15=-754/870, 10-14=-498/393, 11-14=1212/143, 11-13=89/657 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Intedor(1) 2-11-14 to 21-4-0. Exterior(2R) 21-4-0 to 24-4-0, Interior(1) 24-4-0 to 42-8-2 zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 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. electronically signed and 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Velez, Joaquin, PE 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 using a Digital Signature. will fit between the bottom Chard and any other members, with BCDL = 10.Opsf. Printed copies of this p 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 670 lb uplift at joint 25, 1328 lb uplift at joint 15 and 678 lb uplift at joint 13. document are not Considered signed and sealed and the signature must be Verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ctirt 6634 6904 Parke East Blvd. Tampe.FL 3361D Date: July 29,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdca9on, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 4 . 4 r Job Truss Truss Type Qty Ply RAIMIST RES. T24855074 512417 A14 Roof Special 3 1 Job Reference o floral Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:53:41 2021 Page 1 ID:xPAcr7?PVZc8aBeoE7NumLyvt88-THeQ6Px6NAZBHIjm5eRGM867X6asHhoGS5RsSOytD3e 1-8-0 8.6.0 15-4-0 22-0-0 z4-4-0 z9-4-o 344-0 3s-6-0 1-8-6 6-10.0 6-10-0 6-8-0 2.4.0 5-0.0 5-0-0 2-4-0 5x6 = 4x8 3x6 II 5x6 = 2x4 II 6x8 = 4x4 = 2x4 II 3x6 Scale = 1:78.1 LOADING (psi) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.74 BC 0.97 WB 0.36 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (]cc) I/defl L/d -0.07 14-15 >999 360 -0.16 16-17 >999 240 0.13 12 n/a n/a -0.05 16-17 >999 240 PLATES GRIP MT20 2441190 Weight: 246lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-2 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-6-14 cc bracing. 1-19: 2x6 SP No.2 WEBS 1 Row at midpt 3-15. 6-12 REACTIONS. (size) 19=0-8-0, 12=0-8-0, 10=0-8-0 Max Horz 19=-381(LC 10) Max Uplift 19=-446(LC 12), 12=1050(LC 12), 10=402(LC 12) Max Grav 19=1244(LC 17), 12=2202(LC 2), 10=570(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=560/188, 2-3=1373/553, 34=840/505, 4-5=-842/496, 6-7=170/585, 7-8=-202/416, 1-19=-1447/496 BOT CHORD 18-19=367/381, 17-18=-917/533, 2-17=-821/568, 16-17=207/1013, 15-16=140/1384, 14.15=-41/333, 5-14=1193/648 WEBS 2-16=-115/614, 3-15=795/401, 5-15=243/898, 12-14=461/513, 6-14=-323/1294, 6-12=-1599/535,7-12=-529/841,8-11=422/206,8-10=477/622,1-18=-535/1243, 7-11=4521186 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 15-4-0, Exterior(2R) 15-4-0 to 18-4-0, Interior(1) 18-4-0 to 36-8-2 zone; cantilever left and right exposed ; porch right exposed;C-C for members and This item has been 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 speck electronically signed and to the use of this truss component. sealed by Velez, Joaquin, PE 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' using a Digital Signature. 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 Printed copies of this co p will fit between between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 446 lb uplift at joint 19, 1050 lb uplift at document are not considered joint 12 and 402 lb uplift at joint 10. signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 .6904 Parke East Blvd. Tampa. FL 33610 Date: July 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE till-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS11rP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Saterylnforrnatfon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 � 1 1 Job Truss Truss Type oty Ply RAIMIST RES. T24855075 512417 A15 Roof Special 1 1 Job Reference (optional) ibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:53:43 2021 Page 1 ID:xPAcr7?PVZc6aBeoE7Num Lyvt88-PgmAX5zMvnpvX2s9D3TkRZBU3vHGIbSZwPwyWHytD3c 5-2-12 10-2-0 15.4.0 22-0-0 24-4-0 29-a-0 34-4.0 36-6-0 5-2-12 4-11.4 5.2.0 6-6-0 2-4-0 5-0-0 5.0-0 2.4.0 54 = 4xE Scale = 1:73.8 9 !g d IA a --oxl� 3x6 11 4x8 = 2x4 II 2x4 11 6x8 = 4x4 = 2x4 II 3x6 36-8-0 LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.67 BC 0.91 WB 0.35 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Udefl Ud -0.07 14-15 >999 360 -0.15 14-15 >999 240 0.04 12 n/a n/a 0.05 11-12 >999 240 PLATES GRIP MT20 244/190 Weight: 259 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-19: 2x6 SP No.2 WEBS 1 Row at midpt 3-15, 6-12 REACTIONS. (size) 19=0-8-0, 12=0-8-0, 10=0-8-0 Max Horz 19=381(LC 10) Max Uplift 19=-446(LC 12), 12=-1050(LC 12), 10=402(LC 12) Max Grav 19=1271(LC 17), 12=2130(LC 2), 10=606(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1082/460, 2-3=1277/579, 3-4=837/518, 4-5=-898/496, 6-7=168/442, 7-8=244/413, 1-19=-1194/540 BOT CHORD 18-19=-366/410, 3-16=-42/376, 15-16=99/1315, 14-15=0/330, 5-14=1111/656 WEBS 2-18=-630/284, 16-18=143/1167, 3-15=774/392, 4-15=107/297, 5-15=-236/804, 12-14=404/515, 6-14=331/1268, 6-12=-1555/526, 7-12=-508/827, 8-11=-410/232, 8-10=-512/626, 1-18=347/1004, 7-11=455/175 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 15-4-0, Exterior(2R) 15-4-0 to 18-4-0, Interior(1) 18-4-0 to 36-8-2 zone; cantilever left and right exposed ; porch 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 This item has been to the use of this truss component. electronically signed and 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez, Joaquin, PE 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 using a Digital Signature. will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 446 lb uplift at joint 19, 1050 lb uplift at lnCO Printed copies of this p joint 12 and 402 lb uplift at joint 10. document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL:Cart 6634 6904 Parke. East Blvd. Tampa. FL 33610 Data: July 29,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IAll-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 propedy Incorporate this design into the overall ITS building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is MiTek• 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 ANSIyrfoll Dualty 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 t A t Job Truss Truss Type Qty Ply RAIMIST RES. T24855076 512417 A16 Roof Special 1 1 Job Reference o tional I Ibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:53:44 2021 Page 1 I D: xPAcr7?PVZcBaBeoE7 Num Lyvt88-tsKZI Rz?g5xm8 C RLnm—z—m kflJ iYU?hi83f W1jytD3b 2"-0 2-0-0 9-3-0 16-2-0 21-M 21 2a-0-0 30-0-0 35-40 40-0-0 42-a-0 2-0-0 6-11-0 6-11-0 4-10-0 0-0 6-0-0 2-0-0 5-0-0 5-0-0 2-0-0 0-0-0 Scale = 1:81.9 5x8 = 6.00 F12 20 19 18 31 3x8 = 32 14 13 12 3311 3x6 = 3x6 II 4x8 = 2x4 11 5x12 2x4 II 6x8 = 4x4 = 5x8 // 2x4 11 3x6 10 i' Id �F 42-e-0 �2-0-02{1r0 9-3-0 16-2-0 214-0 28-0-0 30-0-0 35-0-0 404-0 40ra-0 2-0-00-0-0 6-11-0 8-11-0 5-2-0 6-6-0 2-0-0 5-0-0 5-0-0 0-4-OT 2-0 Plate Offsets (X,Y)—[3:0-3-0,0-3-41,[8:0-3-0,0-3-01,[15:0-6-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.09 18-19 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.20 18-19 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.05 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.07 17 >999 240 Weight: 277 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or B-0-0 oc bracing. Except: WEBS 2x4 SP No.2 1 Row at midpt 6-15 WEBS 1 Row at midpt 4-16. 7-13 REACTIONS. (size) 20=0-8-0, 13=0-8-0, 11=0-8-0 Max Horz 20=441(LC 11) Max Uplift 20=702(1_C 12). 13=-1213(LC 12), 11=-330(LC 12) Max Grav 20=1679(LC 17), 13=2563(LC 2), 11=483(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-308/30, 2-3=1926/664, 3-4=1646/673, 4-5=-911/544, 5-6=969/523, 7-8=297/812, 8-9=64/498 BOT CHORD 1-20=-16/251, 19-20=-405/571, 4-17=137/727, 16-17=193/1614, 15-16=132/393, 6-15=1473/776, 12-13=-334/48 WEBS 2-20=1527/946, 2-19=642/1489, 3-19=327/273, 17-19=407/1846, 3-17=353/259, 4-16=11591532, 5-16=-137/360, 6-16=360/1159, 13-15=642/624, 7-15=-433/1528, 7-13=-1867/653, 8-13=-564/843, 9-12=298/71, 9-11=-394/544, 8-12=-475/220 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6,Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14. Interior(1) 2-11-14 to 21-4-0, Exterior(2R) 21-4-0 to 24-4-0, Interior(1) 24-4-0 to 42-8-2 zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces s MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 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. electronically signed and 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez, Joaquin, PE 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 using a Digital Signature. will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide Printed copies S Of this p mechanical connection (by others) of truss to bearing plate capable of withstanding 702 lb uplift at joint 20, 1213 lb uplift at joint 13 and 330 lb uplift at joint 11. document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68132 MiTek USA, Inc. FL Cart 6634 6904Parke, East Blvd. Tampa.FL 33610 Data: July 29,2021 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-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 Welk' 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/1"Pl1 4uarity Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 l , A r Job Truss Truss Type City Ply RAIMIST RES. T24855077 512417 A17 Hip 1 1 Job Reference o tionai ribbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:53:45 2021 Page 1 ID:xPAcr7?PVZcBaBeoE7NumLyvt8B-L3uxym_dQP3dmMOXKUVCW Ggij?UDPQsNjP3bAytD3a i 2-4.0 7-10.11 13-11 19-0-0 23-8-0 30-4-0 35.4.0 40.4-0 42-a-0 ' 2-4-0 ' 5-6-11 ' 11 ' 5-6-11 4-8-0 6-8-0 5-0.0 5.0-0 2-40 N cs d Scale = 1:74.5 5x6 = 5x6 = .. ....r__ 52R A97 3x6 _ 6x6 = 5x6 = 5x6 = 4x8 = 5x6 = 4x4 = 2x4 11 3x6 42-8-0 10 IN d LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020lrP12014 CSI. TC 0.66 BC 0.80 WB 0.71 Matrix -MS DEFL, Vert(LL) Vert(CT) Horz(CT) Wtnd(LL) in (loc) UdefI Ud -0.16 15-16 >999 360 -0.30 15-16 >999 240 0.04 13 n/a n/a 0.07 15-16 >999 240 PLATES GRIP MT20 244/190 Weight: 262lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.2 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 4-15, 5-14, 6-14, 7-13 REACTIONS. (size) 17=0-8-0, 13=0-8-0, 11=0-8-0 Max Horz 17=397(LC 11) Max Uplift 17=-717(LC 12), 13=1158(LC 12), 11=369(LC 12) Max Grav 17=1758(LC 17), 13=2442(LC 2), 11=557(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-374/48, 2-3=250/94, 3-4=1927/753, 4-5=12321645, 5-6=663/507, 6-7=-834/455, 7-8=228/582, 8-9=165/341 BOT CHORD 1-17=0/326, 16-17=-455/1944, 15-16=321/1682, 14-15=49/1156, 13-14=383/489 WEBS 2-17=432/435, 3-17=1894/915, 4-16=79/480, 4-15=810/449, 5-15=-288/926, 5-14=889/354, 7-14=50311487, 7-13=1909/1002, 8-13=460/791, 8-12=-495/172, 9-12=-328/140, 9-11 =-4701592 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 19-0-0, Exterior(2R) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 23-8-0, Exterior(2R) 23-8-0 to 27-10-15, Interior(1) 27-10-15 to 42-8-2 zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip This item has been DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific electronically signed and to the use of this truss component. sealed by Velez, Joaquin, PE 4) Provide adequate drainage to prevent water ponding. Using a Digital Signature. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This has CO P Printed copies of this truss been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. document are not Considered 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 717 lb uplift at joint 17, 1158 lb uplift at signed and sealed and the joint 13 and 369 lb uplift at joint 11. si st e Verified re must mu signature t Slb b 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. any Copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL.Cert 6634 .69D4 Parke East Blvd. Tampa.FL 33610 Date: July 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RAIMIST RES. T24855078 512417 A18 Hip 1 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:53:46 2021 Page 1 ID:xPAcr7?PVZcBaBeoE7Num LyvtBB-pFSJA6?FBiBUOWbkuBOR3Bp2C7I?yrl?cNBd7cytD3Z 6-0.5 11-6-3 17-0-0 21-4-0 25-8-0 31111 5-5-13 5-5-13 4-4-0-0.0 5x6 = 3x4 = 5x6 — a �n � Scale = 1:55.2 21 3x4 = 8X6 = 3x4 = 5x8 = 4x8 = 3x6 11 2-0-0 2 4,0 9-8-0 17-0-0 25-8-0 30-8-0 0.2 0_, 74-0 7-4-0 8-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.26 10-11 >999 360 TCDL 20.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.431D-11 >785 240 BCLL 0.0 Rep Stress Incr YES WB 0.81 HOrz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.08 11-12 >999 240 PLATES GRIP MT20 244/190 Weight: 202 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oc purlins (4-10-9 max.): 5-7. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-10, 7-10, 8-9 REACTIONS. (size) 13=0-8-0, 9=Mechanical Max Horz 13=368(LC 12) Max Uplift 13=730(LC 12), 9=598(LC 12) Max Grav 13=1872(LC 17), 9=1556(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-419/132, 2-3=279/150, 3-4=2130/787, 4-5=-16631753, 5-6=14101754, 6-7=759/484, 7-8=932/453, 8-9=1524/739 BOT CHORD 1-13=-72/390, 12-13=850/1825, 11-12=841/1888, 10-11=-516/1202 WEBS 3-12=0/253, 4-11=639/381, 5-11=58/354, 6-11=-142/531, 6-10=899/442, 3-13=2163/1052;2-13=-258/299,8-10=-489/1279 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuR=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 17-0-0, Exterior(2R) 17-0-0 to 21-4-0, Interior(1) 21-4-0 to 25-8-0, Exterior(2R) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 30-6-4 zone; cantilever 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) Provide adequate drainage to prevent water ponding. This item has been 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Velez, Joaquin, PE Will fit between the bottom chord and any other members, with BCDL=10.Opsf. using a Digital Signature. 7) Refer to girder(s) for truss to truss connections. Printed copies of this p 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 730 lb uplift at joint 13 and 598 lb uplift at joint 9. document are not considered 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Signed and Sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa.FL 33610 Date: July 29,2021 ®WARNING -Verify dosign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51IS12020 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 Dal building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply RAIMIST RES. T24855079 512417 A19 Hip 1 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:53:47 2021 Page 1 ID:xPAcr7?PVZcBaBeoE7NumLyvtBB-HR?hNSOtyOJK?gAwSuYgbPM5BWivhFf9r1 uAf2ytD3Y i 7-9-4 15-0-0 21-4-0 27-8-0 30-8-0 7-9-4 7-2-12 6-4-0 6-4-0 Scale=1:52.2 54 = 2x4 11 5x6 = 13 12 11 -- 10 —' 9 8 3x4 = 3x6 II 4x6 = 5x6 = 4x8 = 4x4 = 3x6 11 2-0.0 2,4,0 7-9-4 15-0-0 21-4-0 27-8-0 i 30.8-0 2-0.0 0-4-0 5-5-0 7-2-12 6-4-0 6-0-0 3-0-0 Plate Offsets (X,Y)— [4:0-4-0,0-2-8), [6:0-3-0,0-2-0), [11:0-3-0,0-3-0) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.09 10-11 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.19 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(ILL) 0.08 11-12 >999 240 Weight: 200lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals, and BOT CHORD 2x4 SP No.2 2-0-0 oc purlins (4-5-1 max.): 4-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-10. 7-8 REACTIONS. (size) 13=0-8-0, B=Mechanical Max Horz 13=368(LC 12) Max Uplift 13=-730(LC 12), 8=598(LC 12) Max Grav 13=1859(LC 17), 8=1569(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-371/139, 2-3=2196/762, 3-4=1862/757, 4-5=-1370/700, 5-6=1370/700, 6-7=637/313, 7-8=15591726 BOT CHORD 1-13=-68/345, 12-13=252/202, 11-12=921/2006, 10-11=676/1582, 9-10=242/570 WEBS 3-12=-259/275, 3-11=-464/284, 4-11=60/514, 4-10=294/133, 5-10=-579/401, 6-10=-542/1281, 6-9=10081582, 2-12=849/1937, 2-13=1707/933, 7-9=562/1352 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vu@=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 15-0-0, Exterior(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 27-8-0, Exterior(2E) 27-8-0 to 30-6-4 zone; cantilever 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. This item has been 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. electronically Signed and 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 sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members, with BCDL = 10.Opsf. using a Digital Signature. 7) Refer to girder(s) for truss to truss connections. Printed copies of this p 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 730 lb uplift at joint 13 and 598 lb uplift at joint 8. document are not considered 9) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. Signed and Sealed and the signature must be verified on any electronic copies. Joaquin Velez.PE No.68182 MiTek USA, Inc. FL,Cert 6634 6904 Parke East Blvd. Tampa.FL 33610 Data: July 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rov. 5/192020 BEFORE USE. Design valid for use ontywith MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 oftrusses and truss systems, see ANSI/TPl1 quality Criteria, DSBA9 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RAIMIST RES. T24855080 512417 A20 Hip 1 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:53:49 2021 Page 1 ID:xPAcr77P VZcOaBeoE7NumLyvtB6-Eg7SoB17UdZ2FzKJZJaBhgRVLKOz9lgSIKNHkxytD3W l _6-9-4 13-0-0 18-6-11 241-5 29-8-D 30.8-Q 6-9-4 6-2-12 5-6-11 5.6-11 5-6-11 5x6 = 3x4 = 2x4 // Scale = 1:52.4 2x4 II 5x6 = 6x6 = 2x4 \\ 5x6 = 4x12 = 6x6 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2020/rP12014 CSI. TC 0.68 BC 0.70 WB 0.43 Matrix -MS DEFL. in (loc) I/deft L/d Vert(LL) -0.17 9-10 >999 360 Vert(CT) -0.32 9-10 >999 240 Horz(CT) 0.05 9 n/a n/a Wtnd(LL) 0.08 10-11 >999 240 PLATES GRIP MT20 244/190 Weight: 193 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals, and 2-0-0 oc purlins (4-2-0 max.): 4-7. 9-11: 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-11, 7-10, 3-13, 7-9 REACTIONS. (size) 13=0-8-0, 9=Mechanical Max Horz 13=368(LC 12) Max Uplift 13=730(LC 12), 9=598(LC 12) Max Grav 13=1851(LC 17). 9=1615(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=381/133, 3-4=19851768, 4-5=16901785, 5-6=-1528/643, 6-7=-16891776 BOT CHORD 1-13=-68/357, 12-13=-909/1852, 11-12=888/1888, 10-11=-750/1702 WEBS 4-11=34/409, 5-10=-435/350, 6-10=502/371, 7-10=-828/1902, 3-13=-2242/1028, 2-13=-294/306, 7-9=1454/797 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 13-0-0, Exterior(2R) 13-0-0 to 17-2-15, Intedor(1) 17-2-15 to 29-8-0, Exterior(2E) 29-8-0 to 30-6-4 zone; cantilever 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) Provide adequate drainage to prevent water ponding. This item has been 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members, with BCDL = IO.Opsf. using a Digital Signature. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 730 lb uplift at joint 13 and 598 lb uplift Printed copies of this p at joint 9. document are not considered 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Signed and Sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MIT& USA, Inc. FLCert6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 29,2021 ® WARNING - Verify design pararnefeis and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. M Design valid for use only with Tek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdeation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RAIMIST RES. T24855081 512417 A22 Half Hip Girder 1 1 Job Reference (optional) I Iobetts Lumber Uompany, Palm bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 29 11:53:512021 Page 1 I D:xPAcr7?P VZc8aB eoE7N um Lyvt88-AC FCDg300Fpm U HThhkccm F WttB?md5XklesOopytD3U i 2-4-0 7-0-0 12-9-4 18-8-4 24-7-4 30.8-0 ' 2-4-0 4-8-0 ' 5-9-4 5-11-0 5-11-0 6-0-12 6x6 = 3x4 = 2x4 11 7x8 = Scale = 1:52.0 5x6 = 3x4 = 3x6 11 4x6 = 5x6 = 5x8 = 5x6 = 4x6 11 24 2,4,2 10-0 12-9-4 114 24-7-4 30-8-0 ' 0 0-`4-'0 4-8-0 5-9-4 5-11-o 5-11-0 6-0-12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/rP12014 CSI. DEFL. in (loc) Udefl L/d TC 0.55 Vert(LL) 0.2810-11 >999 240 BC 1.00 Vert(CT) -0.3510-11 >954 240 WB 0.86 Horz(CT) 0.08 8 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except` TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 WEBS REACTIONS. (size) B=Mechanical, 13=0-8-0 Max Horz 13=208(LC 8) Max Uplift 8=1170(LC 8), 13=1330(LC 8) Max Grav 8=2100(LC 36), 13=2245(LC 39) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2740/1509, 3-4=-4118/2347, 4-5=4305/2421, 5-6=-4305/2421, 6-7=2973/1664, 7-8=2020/1206 BOT CHORD 11-12=-1419/2414, 10-11=2372/4151, 9-10=-1710/3038 WEBS 2-13=-2182/1307, 2-12=-134512462, 3-12=515/354, 3-11=1092/2045, 4-11=907/687, 4-10=-97/257, 5-10=-674/556, 6-10=830/1478, 6-9=-153911083, 7-9=-1908/3396 PLATES GRIP MT20 244/190 Weight: 182 lb FT = 20% Structural wood sheathing directly applied or 3-4-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-0 max.): 3-7. Rigid ceiling directly applied or 3-9-12 oc bracing. 1 Row at midpt 7-9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuR=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1170 lb uplift at joint 8 and 1330 lb uplift at joint 13. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 375 lb down and 325 lb up at 7-0-0. 205 lb down and 163 lb up at 9-0-12, 205 lb down and 163 lb up at 11-0-12, 205 lb down and 163 lb up at 13-0-12, 205 lb down and 163 lb up at 15-0-12, 205 lb down and 163 lb up at 17-0-12, 205 lb down and 163 lb up at 19-0-12, 205 lb down and 163 lb up at 21-0-12, 206 lb down and 163 lb up at 23-0-12, 210 lb down and 163 lb up at 25-0-12, and 210 lb down and 163 lb up at 27-0-12, and 210 lb down and 163 lb up at 29-0-12 on top chord, and 173 lb down and 149 lb up at 7-0-0, 34 lb down at 9-0-12, 34 lb down at 11-0-12, 34 lb down at 13-0-12, 34 lb down at 15-0-12, 34 lb down at 17-0-12, 34 lb down at 19-0-12, 34 lb down at 21-0-12, 34 lb down at 23-0-12, 34 lb down at 25-0-12, and 34 lb down at 27-0-12, and 34 lb down at 29-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic Copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL:Cert 6834 6804 Parke East Blvd. Tampa. FL 33610 Date: Julv 29.2021 Continued on Daqe 2 A Ei OVUM ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED 1AITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safefy Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RAIMIST RES. T24855081 512417 A22 Half Hip Girder 1 1 Job Reference (optional) I IDoetts LUMDer company, calm day, FL - 329U5, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 29 11:53:512021 Page 2 ID:xPAcr7?PVZc8aBeoE7NumLyvt88-ACFC Dg300FpmUHThhkccmFMt8?md5Xkles0opytD3U LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=80, 3-7=80, 8-14=20 Concentrated Loads (lb) Vert: 3=83(F) 12=98(F) 4=56(17) 18=56(F) 19=56(F) 20=56(F) 22=56(F) 23=56(F) 24=56(F) 25=56(F) 26=56(F) 27=-56(F) 28=56(F) 30=18(F) 31=1B(F) 32=-18(F) 33=-18(F) 34=18(F) 35=18(F) 36=-18(F) 37=-18(F) 38=-18(F) 39=1B(F) 40=18(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valld for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Tru Truss Type Qty Ply RAIMIST RES. T24855082 512417 B1 HIP GIRDER 1ss Job Reference o tional I Iobetts Lumber Company, Palm flay, FL - 3290b, 8.b1 u s Jun 18 2021 Mi I eK industries, Inc. I nu Jul 29 11:b4:02 2021 Page 1 ID:xPAcr7?P VZc8a BeoE7 Num Lyvt88-LKP M WaB H QdCCJzppgYJC iZTnpZ10 i5U M HsOThhytD3J 2-4-0 13-9-0 20-6-0 27-3-0 30-11-0 347-0 W 11-0 39-7-0 ' 2-4-0 ' 4-8-0 6-9-0 6-9-0 6-9-0 3-B-0 3-8-0 2-4-0 2-8-0 Scale = 1:68.4 Sx6 2x4 11 6.00 12 7x8 = 5x6 = 2x4 11 _ 3 25 7 8 4 9 JO al 5 6x6 6 36 7 3738 RR 4x8 3x4 i 9 4x8 2 10 d d, 1 m 16 d 13 qI 0 49 15 50 51 14 21 20 19 40 41 42 43 44 45 18 46 47 176xl2 MT20HS = 4x12 = 12 11 48 3x6 II 3x6 = 4x4 = 5x8 = 6x6 = 3x4 = 3x6 II 3x4 II 4x8 4x6 i 2-0.02�4r0 7-0-0 13-9-0 20-6-0 27-3-0 30.11-0 34-7-0 36-11-0 39-7-0 2-0.00-0-0 4-8-0 6-9-0 6-9-0 6-9-0 3-8-0 3-6-0 2-4-0 2-8-0 ' Plate Offsets (X,Y)—[3:0-3-0,0-2-71,[5:0-3-8,0-4-81,[8:0-3-0,0-2-71 [16:0-9-0 0-4-81,[19:0-4-0,0-3-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.47 17 >946 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.59 17-18 >754 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.22 11 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MS Weight: 486lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 5-5-5 cc purlins, 3-5,5-8: 2x6 SP No.2 except end verticals, and 2-0-0 cc purlins (4-8-11 max.): 3-8. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. 13-16: 2x4 SP SS, 9-12: 2x6 SP No.2 WEBS 2x4 SP No.2 `Except` 10-11: 2x6 SP No.2 REACTIONS. (size) 11=0-8-0, 21=0-8-0 Max Horz 21=123(LC 7) Max Uplift 11=1501(LC 8), 21=-1727(LC 8) Max Grav 11=2830(LC 37), 21=2942(LC 39) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3761/2084, 3-4=-6610/3771, 4-5= 6607/3768, 5-6=9898/5570, 6-7=7618/4246, 7-8=7622/4249, 8-9=5500/3010, 9-10=-3032/1630, 10-11=-2899/1562 BOT CHORD 19-20=-1801/3376, 18-19=4236/7763, 17-18=294/622, 6-16=450/1067, 15-16=-5518/10103, 14-15=2576/4843, 13-14=2445/4589, 12-13=1175/651, 9-13=1266/721 WEBS 2-21=-2875/1685, 2-20=1867/3411, 3-20=-708/507, 3-19=-2063/3745, 4-19=9371763, 5-19=-1294/683, 5-18=-1080/841, 16-18=-402317276, 5-16=-1246/2279, 6-15=-2959/1679, 7-15=-498/338, 8-15=1861/3375, 8-14=-116/342, 9-14=313/497, 10-12=1482/2781 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: This item has been Top chords connected as follows: 2x4 -1 row at 0-9-0 cc, 2x6 - 2 rows staggered at G-9-0 cc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. electronically signed and Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. sealed by Velez, Joaquin, PE 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 using a Digital Signature. ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. Printed copies of this P 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. document are not considered II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 signed and sealed and the 5) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific signature must be verified to the use of this truss component. On anyelectronic P IeS. c CO 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. Joaquin Velez PE Noninic 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MITek USA, Inc. FL Cert6634 9) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .8904Parke East Blvd. TampsFL 33610 will fit between the bottom chord and any other members. Date: 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1501 lb uplift at joint 11 and 1727 lb JUN 29,2021 'ontWWftsdr1QjQtZ12 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,AII-7473 rev. 6/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall r building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSb TPl1 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 RAIMIST RES. T24855032 512417 B1 HIP GIRDER 1 Job Reference (optional) I IbbettS Lumber company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 29 11:54:02 2021 Page 2 ID:xPAcr77P VZcBaBeoE7Num Lyvt88-LKPMWaBHQdCCJzppgYJCiZTnpZI0i5UMHsOThhytD3J NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 375 Ib down and 325 Ib up at 7-0-0, 205 Ib down and 163 Ib up at 9-0-12. 205 Ib down and 163 Ib up at 11-0-12, 205 Ib down and 163 Ib up at 13-0-12, 205 Ib down and 163 Ib up at 15-0-12, 205 Ib down and 163 Ib up at 17-0-12, 205 Ib down and 163 Ib up at 19-0-12, 205 Ib down and 163 Ib up at 20-9-8, 205 Ib down and 163 Ib up at 22-6-4, 205 Ib down and 163 Ib up at 24-6-4, 205 Ib down and 163 Ib up at 26-6-4, 173 Ib down and 121 Ib up at 28-6-4, 173 Ib down and 121 Ib up at 30-6-4, and 177 Ib down and 121 Ib up at 32-6-4, and 289 Ib down and 207 Ib up at 34-7-0 on top chord, and 173 Ib down and 149 Ib up at 7-0-0, 34 Ib down at 9-0-12, 34 Ib down at 11-0-12, 34 Ib down at 13-0-12, 34 Ib down at 15-0-12, 34 Ib down at 17-0-12, 34 Ib down at 19-0-12, 34 Ib down at 20-9-8, 34 Ib down at 22-6-4, 34 Ib down at 24-6-4, 34 Ib down at 26-6-4, 58 Ib down and 39 Ib up at 28-6-4, 58 Ib down and 39 Ib up at 30-6-4, and 58 Ib down and 39 Ib up at 32-6-4, and 319 Ib down and 176 Ib up at 34-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=80, 3-8=80, 8-10=80, 17-22=-20, 13-16=20, 11-12=20 Concentrated Loads (lb) Vert: 3=-83(B) 8=-37(B) 20=98(B) 5=56(81) 18=-18(8) 14=-84(B) 26=-56(B) 27=56(B) 28=56(B) 29=-56(B) 30=-56(B) 31=56(B) 32=56(B) 33=-56(B) 34=-56(B) 35=-37(B) 37=37(131) 39=37(1]1) 40=18(B) 41=18(B) 42=18(B) 43=18(B) 44=18(B) 45=-18(B) 46=18(B) 47=18(1]1) 48=18(B) 49=34(B) 50=34(B) 51=-34(B) ® WARNING - Verify dasian parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 611912020 BEFORE USE. 2, 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 properlyIncorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 6 , r Job Truss Truss Type City Ply RAIMIST RES. T24855083 512417 B2 Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:04 2021 Page 1 ID:xPAcr7?PVZc8aBeoE7NumLyvt88-IiX6xGDXyESwYHzByzLgn ZOINTPAyNflAVamZytD3H 2-4-0 15-1-0 21-2-0 27-3-0 32-7-0 36-11-0 39-7-0 2-4-0 6-8-0 6-1-0 6-1-0 6-1-0 5-4-0 4-4-a 2-8-0 5x6 = 2x4 II 5x8 = 4x6 = 5x6 = Scale = 1:68.0 is 18 17 16 15 qxo — 11 10 3x6 _ 3x6 11 4x6 = 5x8 = 6x6 = 3x4 11 2x4 II 6x6 = LOADING (psi) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/rP12014 CSI. TC 0.89 BC 0.89 WE,0.95 Matrix -MS DEFL. in (loc) Vdefl L/d Vert(LL) -0.22 16 >999 360 Vert(CT) -0.57 15-16 >778 240 Horz(CT) 0.23 10 n/a n/a Wind(LL) 0.34 16 >999 240 PLATES MT20 MT20HS Weight: 229 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals, and 3-5: 2x4 SP SS 2-0-0 oc purlins (2-2-6 max.): 3-7. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-8-5 oc bracing. 12-14: 2x4 SP SS WEBS 1 Row at midpt 6-13 WEBS 2x4 SP No.2 *Except* 9-10: 2x6 SP No.2 REACTIONS. (size) 19=0-8-0, 10=0-8-0 Max Horz 19=165(LC 11) Max Uplift 19=944(LC 12), 10=-738(LC 12) Max Grav 19=2093(LC 1), 10=1844(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-284/32, 2-3=2600/1119, 3-4=3424/1639, 4-5=-3425/1639, 5-6=-4450/2121, 6-7=2913/1440, 7-8=-3343/1543, 8-9=3315/1541, 9-10=1766/847 BOT CHORD 18-19=-144/328, 17-18=-876/2214, 16-17=-1577/3791, 6-14=-118/575, 13-14=1913/4501, 12-13=142613081 WEBS 2-19=1995/1241, 2-18=-1014/2137, 3-18=-265/272, 3-17=689/1565, 4-17=522/367, 5-17=-487/213, 5-16=587/376, 14-16=1513/3632, 5-14=356/768, 6-13=1934/839, 7-13=-406/1088, 8-13=-251/254, 9-12=1304/2854 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. This item has been 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 32-7-0, Exterior(2R) 32-7-0 to 37-0-12, interior(1) 37-0-12 to 39 4 4 zone; cantilever left and electronically signed and right exposed ;C-C for members and forces r£ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 sealed by Velez, Joaquin, PE 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck using a Digital Signature. to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. Printed Copies Of this 5) All plates are MT20 plates unless otherwise indicated. document are not Considered 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signed and Sealed and the 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 signature must be verified will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 944 lb uplift at joint 19 and 738 lb uplift electronic CoIE?S. On any p at joint 10. Joaquin VelezPE No.68182 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA, Inc. FL.Cert 6634 6904 Parke East Blvd. Tampa.FL 33610 Date; July 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply RAIMIST RES. T24855084 512417 B3 Hip 1 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:05 2021 Page 1 ID:xPAcr7?PVZc8aBeoE7NumLyvt88-mv5V9cEAjYanARYNVgsvKC5F8nnNvTdozgF71?ytD3G 2-4-0 6-8-0 11-0.0 16-5-0 21-1010 27-3-0 30-7-0 36-11-0 39-i-8 3 -7 2-40 440 4-4-0 5-5-0 5-5-0 5-5-0 3-4.0 6-4-0 2-2-8 0-5- Scale = 1:68.0 5x6 = 2x4 II 5x8 = 4x6 = Sx6 = 1416 20 19 18 17 16 4xB = 12 11 3x6 = 6x6 5x6 = 3x10 = 6x6 = 2x4 II 2x4 11 6x6 LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-G-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.63 BC 0.91 WB 0.69 Matrix -MS DEFL. in ([cc) Vdefl L/d Vert(LL) -0.17 17 >999 360 Vert(CT) -0.42 17-18 >999 240 Horz(CT) 0.23 11 n/a n/a Wind(LL) 0.25 17 >999 240 PLATES GRIP MT20 2441190 Weight: 244 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied or 2-11-12 cc purlins, 8-10: 2x4 SP SS except end verticals, and 2-0-0 cc purlins (2-9-8 max.): 4-8. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-6 cc bracing. WEBS 2x4 SP No.2 *Except* WEBS 1 Row at midpt 3-20 10-11: 2x6 SP No.2 REACTIONS. (size) 11=0-8-0, 20=0-8-0 Max Horz 20=207(LC 11) Max Uplift 11=-738(LC 12), 20=944(LC 12) Max Grav 11=1844(LC 1), 20=2093(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-409/67, 34=2546/1202, 4-5=2920/1477, 5-6=-2920/1477, 6-7=-3436/1719, 7-8=-2742/1398, 8-9=3206/1477, 9-10=-3376/1577, 10-11 =-1 765/833 BOT CHORD 1-20=-4/369, 19-20=-879/2065, 18-19=854/2202, 17-18=1265/3094, 7-15=168/609, 14-15=-1428/3448, 13-14=1527/3225 WEBS 2-20=338/366, 3-20=-2581/1419, 3-19=-27/320, 4-18=494/1085, 5-18=-461/335, 6-18=301/119, 6-17=-547/346, 15-17=1247/3007, 6-15=206/464, 7-14=1211/526, 8-14=373/995, 9-14=-586/442, 10-13=136812937 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 11-0-0, Exterior(21R) This item has been 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 30-7-0, Exterior(2R) 30-7-0 to 34-9-15, Interior(1) 34-9-15 to 39-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Velez, Joaquin, PE to the use of this truss component. using Dial Si using a Digital Signature. 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.copies this 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 document are not considered will fit between the bottom chord and any other members. Signed and Sealed and the 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 738 lb uplift at joint 11 and 944 lb uplift signature must be verified at joint 20. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. on any electronic Copies. Joaquin Velez PE No.68182 MiTek USA,,Inc: FL Cert 6634 6904 Parke East Blvd. Tampa,FL 33610 Date: July 29,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MlTekO 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 I�+IiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSffPl1 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 r r I Job Truss Truss Type Qly Ply RAIMIST RES, T24855085 512417 B4 Roof Special 1 1 Job Reference (optional) ibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:64:07 2021 Page 1 ID:xPAcr7?PVZc8aBeoE7NumLyvtBB-iHD Fa1FQF9gVPlimd5vNPdBvJMaU?NJy5R8kEMuytD3E 6-9-0 13-0-0 20-1-8 i 27-3-0 2' 7-0 32-9-0 36.11-0 37-11-039-7-0 G-12 7-1-8 7-1-6 2 1-4-0 42.0 42-0 1-0-0 1-0-0 5x6 = 3x4 = 2x4 11 5.6 = Scale = 1:69.7 3x6 = 6x6 = 2x4 \\ 5x6 = 412 = 3x4 II 3x4 = 2x4 11 6x6 5x6 = LOADING (psi) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rTP12014 CSI. TC 0.90 BC 0.84 WB 0.96 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Vdefl L/d -0.19 19-20 >999 360 -0.42 15-16 >999 240 0.21 12 n/a n/a 0.19 17 >999 240 PLATES GRIP MT20 244/190 Weight: 256lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals, and 4-7: 2x4 SP SS 2-0-0 oc purlins (3-6-0 max.): 4-7, 10-11. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-8-13 oc bracing. 15-17: 2x4 SP SS WEBS 1 Row at micipt 5-17, 3-22 WEBS 2x4 SP No.2 REACTIONS. (size) 12=0-8-0, 22=0-8-0 Max Horz 22=234(LC 11) Max Uplift 12=741(LC 12), 22=944(LC 12) Max Grav 12=2047(LC 18). 22=2301(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-366/114, 3-4=2800/1249, 4-5=2898/1447, 5-6=-2982/1501, 6-7=-2984/1499, 7-8=-3271/1502, 8-9=-4042/1739, 9-1 0=-3741/1560 BOT CHORD 1-22=48/342, 21-22=998/2511, 20-21=976/2547, 19-20=-935/2494, 18-19=64/316, 6-17= 434/347, 16-17=-1094/2784, 15-16=-1373/3207, 9-15=338/254, 12-13=656/1555 WEBS 4-20=0/301, 4-19=329/836, 5-19=716/475, 17-19=-1101/2669, 7-17=-436/718, 7-16=-1901799, 8-16=-544/396, 8-15=1161448, 13-15=794/2091, 1D-15=1167/2797, 10-13=1796/740,10-12=2438/1028,3-22=-2943/1440,2-22=-311/316 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 13-0-0, Exterior(2R) This item has been 13-0-0 to 16-0-0, Interior(1) 16-0-0 to 28-7-0, Exterior(2R) 28-7-0 to 31-7-0, Interior(1) 31-7-0 to 39-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck sealed by Velez, Joaquin, PE to the use of this truss component. using a Digital Signature. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. t lne Pfd copies of this p 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 document are not considered will fit between the bottom chord and any other members, with BCDL=10.opsf. signed and sealed and the 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 741 lb uplift at joint 12 and 944 lb uplift signature must be verified at joint zz. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. on any electronic copies. Joaquin Velez PE No.681112 MITek USA, Inc. FL,Cert 6634 6904 Parke. East Blvd. Tampa. FL 33610 Date: July 29,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses 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 . r r Job Truss Truss Type Qty Ply RAIMIST RES. T24855086 512417 B5 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:09 2021 Page 1 I D:xPAcr7?PVZcBaBeoE7Num Lyvt88-egL?_Hgnn5De2s9kwxrU2GxLOA1 rITOuS DLRnytD3C 7-9-0 15-0-0 20-9-8 26-7-0 2 -3 0 31-7-0 35-11-0 3 11 0 39-7-0 7-2-12 5-9.8 5-9-8 - 4-4-0 4-4-0 -D- 2-8-0 5x6 = 3x4 = 5x6 = 3x6 = 3x6 11 5x6 = 6x6 = 6x8 = 3x4 II 7x8 = Scale = 1:69.2 2x4 11 6x6 _ LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.62 BC 0.86 WB 0.64 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Udefl Ud -0.15 18-19 >999 360 -0.34 17-18 >999 240 0.18 11 n/a n/a 0.19 16 >999 240 PLATES GRIP MT20 244/190 Weight: 257 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc puffins, 14: 2x4 SP SS except end verticals, and 2-0-0 oc purlins (3-2-0 max.): 4-6, 8-10. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-13 oc bracing. Except: WEBS 2x4 SP No.2 *Except* 10-0-0 oc bracing: 15-17 10-11: 2x6 SP No.2 WEBS 1 Row at midpt 5-15 REACTIONS. (size) 11=0-8-0, 21=0-8-0 Max Horz 21=255(LC 11) Max Uplift 11=-739(LC 12). 21=-936(LC 12) Max Grav 11=2033(LC 18), 21 =2303(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-355/121, 2-3=2884/1148, 3-4=2682/1227, 4-5=2496/1314, 5-6=-2590/1339, 6-7=-2997/1432, 7-8=-3565/1554, 8-9=2332/995, 9-10=2261/976, 10-11 =1 957/883 BOT CHORD 1-21=50/327, 20-21=-247/279, 19-20=1093/2671, 18-19=922/2379, 6-15=311/947, 14-15=-1329/3145, 13-14=146213348 WEBS 3-20=-390/355, 3-19=325/215, 4-19=30/434, 4-18=-194/529, 5-18=-632/389, 15-18=1002/2402, 7-15=774/387, 7-14=0/304, 10-13=1250/2896, 2-20=1190/2546, 2-21=2145/1190, 8-13=-19591900 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 15-0-0, Exterior(2R) This item has been 15-0-0 to 18-0-0, Interior(1) 18-0-0 to 26-7-0, Exterior(2R) 26-7-0 to 29-7-0, Interior(1) 29-7-0 to 39-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Velez, Joaquin, PE to the use of this truss component. using a Digital Signature. 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. Printed Copies Of this 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 document are not considered will fit between the bottom chord and any other members, with BCDL = IO.Opsf. Signed and sealed and the 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 739 lb uplift at joint 11 and 936 Ito uplift signature must be verified atlolnt2l. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. on any electronic copies. Joaquin Velez PE No.68182 MiTA USA, Inc. FL'Cert 6634 6904 Parke. East Blvd. Tampa FL 33610 Date: July 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,4II-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall Not building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTe k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RAIMIST RES. T24855087 512417 B6 Roof Special 1 ., 1 ' Job Reference o liana/ ribbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 29 11:54:112021 Page 1 ID:xPAcr7?PVZcBaBeoE7Num LyvtBB-a3SmPflwJOLwuM?XsxzJaTLB8CpkJ6fhMmiRVfytD3A 7-0-8 13-6.8 19-6-8 23-0-0 24-7-0 27-3-0 33-11-0 36-11-0 39-7-0 ' 7-0.8 ' 6-6-0 6-0-0 3-5-8 1-7-0 2-8-0 6-&0 5x6 = 6x8 Zz Lr_� Scale=1:70.9 O W M Y I 23 " 21 20 19 18 17 2x4 II 13 12 3x6 = 6x6 = 2x4 1\ 5x6 = 3x4 = 3x8 = 3x8 = 2x4 II 2x4 II 6x6 = LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.98 BC 0.98 WB 0.91 Matrix -MS DEFL. in (loc) Vdefl L/d Vert(LL) -0.18 15-16 >999 360 Vert(CT) -0.41 15-16 >999 240 Horz(CT) 0.20 12 n/a n/a Wind(LL) 0.20 19-20 >999 240 PLATES GRIP MT20 244/190 Weight: 295 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied, except end verticals, and 4-5,7-9: 2x4 SP SS 2-0-0 oc purlins (3-7-8 max.): 4-5, 6-7. 9-11. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 `Except` WEBS 1 Row at midpt 5-19, 7-18, 3-23 11-12: 2x6 SP No.2 REACTIONS. (size) 12=0-8-0, 23=0-8-0 Max Harz 23=276(LC 11) Max Uplift 12=749(LC 12), 23=-933(LC 12) Max Grav 12=1984(LC 18), 23=2295(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-363/108, 34=2759/1264, 4-5=2718/1413, 5-6=2454/1327, 6-7=2129/1249, 7-8=-3032/1655, 8-9=-3044/1467, 9-10=-1486/689, 10-11=-1458/677, 11-12=1913/924 BOT CHORD 1-23=-41/338, 22-23=-1189/2571, 21-22=1167/2611, 20-21 =1 100/2480, 19-20=-1262/2810, 18-19=911/2102, 8-16=-557/496, 15-16=-147613268, 14-15=1480/3258 WEBS 4-21=0/329, 4-20=277/689, 5-20=308/274, 5-19=1396/687, 6-19=-425/895, 7-19=-226/425, 7-18=701/344, 16-18=893/2215, 7-16=920/1871, 9-16=725/293, 9-14=-2406/1074, 11-14=1 077/2320, 3-23=-2943/1455, 2-23=-326/329 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuU=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. This item has been II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 13-6-8, Exterior(2R) 13-6-8 to 16-6-8, Interior(1) 16-6-8 to 23-0-0, Extedor(2E) 23-0-0 to 24-7-0, Exterior(2R) 24-7-0 to 27-7-0, Interior(1) 27-7-0 to 39-4-4 electronically signed and zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip sealed by Velez, Joaquin, PE DOL=1.60 using a Digital Signature. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the Printed copies of this P use of this truss component. 4) Provide adequate drainage to prevent water ponding. document are not Considered 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signed and Sealed and the 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signature must be verified will fit between the bottom chord and any other members, with BCDL=10.Opsf. On an electronic copies. Y P S. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 749 lb uplift at joint 12 and 933 lb uplift at joint 23. Joaquin Velez PE No.68182 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MITek USA, Inc. FL'Cert 6634 6904 Parke East Blvd. Tampa.FL 33610 Date: July 29,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TFI1 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 RAIMIST RES. T24855088 512417 87 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL-32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 29 11:54:13 2021 Page 1 ID:xPAcr7?PVZc8aBeoE7Num Lyvt88-XRaWgLKBq?be7g9wzM?nfuQeZ?V9nl6_p3BYaYytD38 i 2-4-0 6.11-4 11�re 1711 23-9-8 2730 12 1-' 36.11-0 39-7-0 4.7-4 ' 171 6-0.0 6-3.0 3-5-8 410.0 4-10-0 2-&0 Sx8 = 28 Scale=1:70.4 2x4 II 5x6 = 5x12 = 27 7 4 6.00 12 4x4 Q 25 26 5 8 6x6 24 3 29 3x4 11 2x4 11 9 5x8 2 23 10 c� 1 14 13 Io 18 30 31 8x8 = 7x8 = 1 19 17 16 15 12 11 3x6 = 6x6 = 5x6 3x4 = 6x8 = 2x4 11 2x4 11 6x6 2-0.02-Ar0 9-5-13 17-6.8 23-9-8 27-&0 36-11-0 39-7-0 2-0.00.4-0 7-1-13 8-0-11 6-3-0 3-5-8 9-8-0 2-8-0 Plate Offsets (X,Y)— [4:0-3-0,0-2-0), [13:0-2-8,Edge), [14:0-2-12 Edge), [18:0-3-0,0-3-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.31 13-14 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.72 13-14 >614 240 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.22 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.21 16-17 >999 240 Weight: 250 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-13 cc purlins, 4-5,5-6: 2x4 SP SS except end verticals, and 2-0-0 cc purlins (3-4-5 max.): 4-5. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. 13-14: 2x4 SP SS WEBS 1 Row at midpt 3-19, 5-16 WEBS 2x4 SP No.2 *Except* 10-11: 2x6 SP No.2 REACTIONS. (size) 19=0-8-0, 11=0-8-0 Max Horz 19=348(LC 11) Max Uplift 19=944(LC 12), 11=738(LC 12) Max Grav 19=2277(LC 17). 11=2039(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=372/97, 3-4=2821/1249, 4-5=3117/1542, 5-6=-2378/1236, 6-7=-2986/1555, 7-8=3020/1438, 8-9=-4010/1748, 9-1 0=-3704/1559, 10-11 =1 984/857 BOT CHORD 1-19=-24/337, 18-19=-968/2543, 17-18=-948/2578, 16-17=-1239/3262, 7-14=339/312, 13-14=-1281/3037,9-13=-349/286 WEBS 2-19=-373/372, 3-19=-2832/1442, 3-18=01326, 4-17=452/1101, 5-17=514/400, 5-16=-15851756, 6-16=-286/613, 14-16=-622/2253, 6-14=704/1629, 8-14=617/415, 8-13=-144/574, 10-13=-1319/3173 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. This item has been II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 11-6-8, Exterior(2R) 11-6-8 to 14-6-8, Interior(1) 14-6-8 to 23-9-8, Exterior(2R) 23-9-8 to 26-9-8, Interior(1) 26-9-8 to 3944 zone; cantilever left and right electronically signed and exposed ;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 sealed by Velez, Joaquin, PE 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific using a Digital Signature. to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. Printed copies of this neCOp 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not Considered 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 signed and sealed and the will fit between the bottom chord and any other members, with BCDL = 10.Opsf. signature must be verified 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 944 lb uplift at joint 19 and 738 lb uplift on an p electronic copies. at joint 11. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart6634 6904Parke East Blvd. Tampa.FL.33610 Date: July 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall r� lr building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VI iTe k� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply RAIMIST RES. T24855089 512417 B8 ROOF SPECIAL GIRDER 1 q J Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:15 2021 Page 1 ID:xPAcr7?PVZc8aBeoE7NumLyvt88-TgiHF1 LRMdrMMzJ I5n2FkJ WwzplDFym HHNgfeQytD36 i 2-40 5.10.0 15 9-40 12-40 .40 19-6-12 23-9-6 26.9-12 29-10.0 34-6-12 39-7-0 3-6.0 3-6-0 3.0.0 3-0-0 42-12 4.2-12 3-0-4 3-0-4 4&12 5-0-0 5x6 II 20 �0 19 G0 18 zr 17 -� ze 'Ju 16 S1 szss s4 s015 so ar 4x8 = 7x8 = 5x8 = 10x14 MT20HS = 5x6 = 10x14 MT20HS = 7x8 = Scale = 1:72.4 14 s0 ss 13 lox10 = 3xl2 MT20HS II LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020rrP12014 CSI. TC 0.80 BC 0.56 WE 0.78 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Vdefl L/d -0.29 17-18 >999 360 -0.67 17-18 >664 240 0.11 13 n/a n/a 0.42 17-18 >999 240 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 1015 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins, 4-6,6-8: 2x4 SP SS except end verticals, and 2-0-0 oc purlins (4-6-12 max.): 4-6, 10-12. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 `Except` 12-13: 2x6 SP No.2, 8-16,12-14: 2x4 SP SS REACTIONS. (size) 13=0-8-0, 20=0-8-0 Max Horz 20=362(LC 8) Max Uplift 13=5888(1_C 8), 20=-4779(LC 8) Max Grav 13=14158(LC 2). 20=10259(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1885/780, 2-3=-2103/919, 3-4=16254/7468, 4-5=14276/6624, 5-6=24879/11115, 6-7=21604/9390, 7-8=-17014/7369, 8-9=-16952/7369, 9-10=-20248/8551, 10-11 =-1 0958/4572. 11-12=10958/4572, 12-13=13258/5576 BOT CHORD 1-20=-705/1771, 19-20=-5816/12247, 18-19=-9047/19773, 17-18=11188124879, 16-17=-8425/19320, 15-16=6980/16421, 14-15=7622/18125 WEBS 2-20=-594/362, 3-20=13443/6181, 3-19=1295/3039, 4-19=-3153/6982, 5-19=-9689/4141, 5-18=-3899/9297, 6-18=-3765/1339, 6-17=-8283/4066, 7-17=-3726/8247, 7-16=-7746/3657, 8-16=6366/14794, 9-16=3309/1346, 9-15=-1742/4643, 10-15=-485/246,10-14=-11310/4814,11-14=-416/325,12-14=-7091/17003 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: This item has been Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. electronically signed and Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. sealed by Velez, Joaquin, PE 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 using a Digital Signature. ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. Printed copies of this P 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. document are not considered ll; Exp C; Encl., GCpj=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 signed and sealed and the 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific signature must be verified to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. electronic On any copies. 7) All plates are MT20 plates unless otherwise indicated. Joaquin Velez PE No.68182 8) The Fabrication Tolerance at joint 16 = 0% MiT&USA, Inc. FL'Cert6634 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6904 Parke East Blvd. Tampa,FL 3361D 10) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Date: Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. July 29,2021 Continued on oace 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 1,4II-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mi rek® 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 p �� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• 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 ANSYTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply RAIMIST RES. T248551189 512417 BB ROOF SPECIAL GIRDER 1 q J Job Reference o tional I lbbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:64:15 2021 Page 2 ID:xPAcr7?PVZcBaBeoE7NumLyvt88-TgiHF1 LRMdrMMzJl5n2FkJWwzplDFymHHNgfeQytD36 NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5888 lb uplift at joint 13 and 4779 Ill uplift at joint 20. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 692 lb down and 427 lb up at 7-0-12, 2074 lb down and 1218 lb up at 13-0-12, 1380 lb down and 600 lb up at 15-0-12, 1490 Ill down and 611 lb up at 17-0-12, 1506 lb down and 624 lb up at 19-0-12, 1519 lb down and 639 lb up at 21-0-12 , 1532 lb down and 656 lb up at 23-0-12, 1515 lb down and 618 lb up at 25-0-12, 1510 lb down and 618 Ib up at 27-0-12, 1525 lb down and 618 lb up at 29-0-12, 1525 lb down and 618 lb up at 31-0-12, 1525 lb down and 618 lb up at 33-0-12, and 1525 Ill down and 618 lb up at 35-0-12, and 1525 lb down and 618 lb up at 37-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=80, 4-6=-80, 6-8=80, 8-10=-80, 10-12=-80, 1-13=20 Concentrated Loads (lb) Vert: 18=-1380(F) 25=515(F) 26=-2074(F) 27=1380(F) 28=-1380(F) 29=-1380(F) 30=1380(F) 31=-1380(F) 33=1380(F) 35=-1380(F) 36=1380(F) 37=-1380(F) 38=1380(F) 39=1380(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED fAITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an IndiNdual 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 p �� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing irn iTe k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 r r A Job Truss Truss Type Qty Ply RAIMIST RES. T24855090 512417 C1 Hip Girder 1 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:16 2021 Page 1 ID:xPAcr77PVZc6aBeoE7NumLyvt8B-xOGfrNM37wzD_7uVfUZUHW28LDdS_XnQV1 PCBtytD35 i 2-4-0 7-0-0 13-5-0 18-1-0 20.5-0 4-8-0 6-5-0 4-8-0 d 6x6 = 5x6 = Scale = 1:34.3 3x4 = 3x6 II 5x6 = 4x8 = 2x4 II V^� -0 m 0 A I� LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 CSI. TIC 0.63 BC 0.62 WB 0.28 Matrix -MS DEFL. in ([cc) Udefi Ud Vert(LL) -0.07 8-9 >999 360 Vert(CT) -0.15 8-9 >999 240 Horz(CT) 0.01 7 n/a n/a Wind(LL) 0.04 8-9 >999 240 PLATES GRIP MT20 244/190 Weight: 105 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-8-8 cc purlins, except 3-4: 2x6 SP No.2 2-0-0 cc purlins (5-2-4 max.): 3-4. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing, Except: WEBS 2x4 SP No.2 7-0-14 cc bracing: 8-9. REACTIONS. (size) 10=0-8-0, 7=0-8-0 Max Horz 10=146(LC 7) Max Uplift 10=873(1_C 8), 7=754(LC 8) Max Grav 10=1362(LC 39). 7=1359(LC 38) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1440/843, 3-4=1252/841, 4-5=1453/869 BOT CHORD 8-9=684/1300 WEBS 2-10=-1306/842, 2-9=-751/1355, 5-8=760/1364, 5-7=-1301/776 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 This item has been will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 873 lb uplift at joint 10 and 754 lb uplift electronically signed and at joint 7. sealed by Velez, Joaquin, PE 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. using a Digital Signature. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 375 lb down and 325 lb up at Printed copies of this p 7-0-0, 205 lb down and 163 lb up at 9-0-12, 205 lb down and 163 lb up at 10-2-8, and 205 lb down and 163 lb up at 11-4-4, and 375 lb down and 325 lb up at 13-5-0 on top chord, and 173 lb down and 149 lb up at 7-0-0, 34 lb down at 9-0-12, 34 lb down at document are not considered 10-2-8, and 34 Ib down at 11-4-4, and 173 Ib down and 149 Ib up at 13-4-4 on bottom chord. The design/selection of such signed and sealed and the connection device(s) is the responsibility of others. signature must be Verified 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). on any electronic Copies. LOAD CASE(S) Standard Joaquin Velez PE No.68182 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MITek USA, Inc: FL:Cert 6034 Uniform Loads (plf) 6904 Parke East Blvd. Tampa,FL 33610 Vert: 1-3=80, 3-4=80, 4-6=80, 11-14=-20 Date: July 29,2021 Continued on Daae 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITP/1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RAIMIST RES. T24855090 512417 C1 Hip Girder 1 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:64:16 2021 Page 2 ID:xPAcr7?PVZc8aBeoE7NumLyvt88-xOGfrNM37wzD_7uVfUZUHW28LDdS_XnQV1 PCBtytD35 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-83(F) 4=-83(F) 9=98(F) 8=98(F) 18=-56(F) 19=56(1`) 20=-56(F) 22=-1B(F) 23=-18(F) 24=1B(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 ray. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSU7P/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 r . Y Job Truss Truss Type Qty Ply RAIMISTRES. T24855091 512417 C2 Hip 1 1 Job Reference o tional I Ibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:17 2021 Page 1 ID:xPAcr7?PVZc8aBeoE7NumLyvt88-PDpl gjNhuE54cHThCC4jpkblpcl Oj_27-kh9mjJytD34 2-4-0 9-0-0 11-5-0 18-1-0 20.5-0 2-4-0 6-8-0 2-5-0 6-8-0 2-4-0 Scale=1:34.3 5x6 = 5x6 = N I� 10 5x6 = 4x8 = 7 3x6 II 3x4 = 3x4 = 3x6 11 9-0-0 LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TC 0,65 BC 0.32 WB 0.28 Matrix -MS DEFL. in Vert(LL) -0.04 Vert(CT) -0.09 Horz(CT) 0.01 Wind(LL) 0.02 (loc) Vdefl Lid 7-8 >999 360 7-8 >999 240 7 n/a n/a 9 >999 240 PLATES GRIP MT20 244/190 Weight: 106 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.2 2-0-0 oc purling (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-8-0, 7=0-8-0 Max Horz 10=188(LC 10) Max Uplift 10=520(LC 12), 7=402(LC 12) Max Grav 10=1022(LC 1), 7=1022(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-322/26, 2-3=849/378, 3-4=-667/452, 4-5=850/379, 5-6=-322/31 BOT CHORD 1-10=-30/257, 9-10=155/335, 8-9=138/685, 7-8=50/257, 6-7=50/257 WEBS 2-10=-939/833, 2-9=366/578, 5-8=368/581, 5-7=-937/834 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 9-0-0, Exterior(2E) 9-D-0 to 11-5-0, Exterior(2R) 11-5-0 to 15-7-15, Interior(1) 15-7-15 to 20-5-2 zone; cantilever 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. " This Item has been 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. electronically signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 520 lb uplift at joint 10 and 402 lb uplift sealed by Velez, Joaquin, PE at joint 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. using a DigDig Si Digital Signature. al Si Printed copies this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904Parke East Blvd. Tampa.FL 3361D Data: July 29,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rw. 5/19/2020 BEFORE USE. Design valid for use only with MrreM 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. Addaional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RAIMIST RES. T24855092 512417 C3 Common 3 1 Job Reference (optional) ibbens Lumber company, Palm tray, I•L - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:18 2021 Page 1 ID:xPAcr7?PVZc8aBeoE7Num Lyvte8-tPNPt3OJfYDxDR2tmvbyMx8X1018SQEjzLuJ FIytD33 5-4-8 10-2-8 14-2-0 18-5-0 5-4-8 4-10-0 3-11-6 4-3-0 Scale = 1:35.1 44 = 3x4 = 5x8 = 6x6 = LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/rP12014 CSI. TC 0.43 BC 0.61 WB 0.34 Matrix -MS DEFL. in Vert(LL) -0.09 Vert(CT) -0.18 Horz(CT) 0.02 Wind(LL) 0.02 (loc) Udeft L/d 7-8 >999 360 7-8 >999 240 7 n/a n/a 7-8 >999 240 PLATES GRIP MT20 244/190 Weight: 97lb 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 except end verticals. WEBS 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 6-7: 2x6 SP No.2 REACTIONS. (size) 9=0-8-0, 7=0-8-0 Max Horz 9=190(LC 11) Max Uplift 9=-526(LC 12), 7=306(LC 12) Max Grav 9=1044(LC 1), 7=775(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-477/175, 2-3=342/205, 3-4=-790/521, 4-5=-770/550 BOT CHORD 1-9=122/454, 8-9=379/755, 7-8=-453/742 WEBS 4-8=-133/350, 5-8=223/298, 3-9=-1053/937, 2-9=-175/286, 5-7=810/533 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 10-2-8, Exterior(2R) 10-2-8 to 13-2-8, Interior(1) 13-2-8 to 18-2-4 zone; cantilever 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. ' This Item has been 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. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 526 lb uplift at joint 9 and 306 lb uplift at sealed by Velez, Joaquin, PE joint 7. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6804 Parke East Blvd. Tampa.FL 33610 Date: July 29,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1v111-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTparameters ek® connectors. This design Is based only upon pameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M l is ahvays 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-99 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RAIMIST RES. T24855093 512417 C4 Half Hip 1 1 Job Reference o floral I IDDetts Lumber t;ompany, Palm stay, FL - 329Ub, 5.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:19 2021 Page 1 I D:XPAcr77 P VZc8aBeoE7N um Lyvt88-Mbxn5PPyQrLorbc4Kd6Bu9gg6QeJ BolsB7esoBytD32 i 21 0 7-8-0 12-10-12 10-5-0 ' 2-4-6 ' 5-4-0 ' 5-2-12 5-64 5x6 = 3x4 = Scale=1:30.7 2x4 11 6x6 = 2-0-0 4- 7-10-12 8-24 Plate Offsets (X,Y)— [3:0-3-0,0-2-01,[7:0-3-0,0-3-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.09 6-7 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.18 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MS Wind(LL) 0.02 7 >999 240 Weight: 98lb 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 except end verticals, and 2-0-0 oc purling (6-0-0 max.): 3-5. WEBS 2x4 SP No.2 `Except* BOT CHORD Rigid ceiling directly applied or 8-9-13 cc bracing. 5-6: 2x6 SP No.2 REACTIONS. (size) 6=0-8-0, 8=0-8-0 Max Horz 8=233(LC 12) Max Uplift 6=-348(LC 9), 8=500(LC 12) Max Grav 6=775(LC 1), 8=1044(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-406/74, 3-4=772/389 BOT CHORD 1-8=0/360, 7-8=-435/696, 6-7=-421/741 WEBS 2-8=-458/521, 3-8=846/598, 4-6=-874/515 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 7-8-0, Exterior(2R) 7-8-0 to 11-10-15, Interior(1) 11-10-15 to 18-2-4 zone; cantilever 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) Provide adequate drainage to prevent water ponding. This Item has been 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 electronically signed and will fit between the bottom chord and any other members. Sealed by Velez, Joaquin, PE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 348 lb uplift at joint 6 and 500 lb uplift at using a Digital Signature. joint 6. 8) Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord, Printed copies of this p document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Ina FL'Cert 6634 6900arke East Blvd. Tampa, FL 3361D Date: July 29,2021 ®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 Mal building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTe k• is ahvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa; FL 36610 0 . 1 C Job Truss Truss Type Qty Ply RAIMIST RES. T24855094 512417 C5 Half Hip 1 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:20 2021 Page 1 ID:xPA0r77PVZcBaBeoE7NumLyvt8B-gnVAIkPaB9Tf rkBGuKdQRMDmmq_LwHzOQfNQKeytD31 i 21 0 9-8-0 13-10-12 18-5-0 ' 2-4-6 ' 7-4-0 4-2-12 4-6-4 5x6 = Scale = 1:32.4 3x4 = 2x4 II bx6 = 6x6 = 2-0-0 -4- 7-4-0 8-9-0 Plate Offsets (X,Y)—[3:0-3-0,0-2-01,[7:0-2-12,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.12 6-7 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.25 6-7 >751 240 BCLL 0.0 Rep Stress [nor YES WB 0.52 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix -MS Wind(ILL) 0.02 7-8 >999 240 Weight: 104 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. WEBS 2x4 SP No.2 "Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-6: 2x6 SP No.2 REACTIONS. (size) 6=0-8-0, 8=0-8-0 Max Horz 8=294(LC 12) Max Uplift 6=-349(LC 9). 8=483(LC 12) Max Grav 6=775(LC 1), 8=1044(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-310/45, 2-3=890/324, 3-4=684/417 BOT CHORD 7-8=297/309, 6-7=320/500 WEBS 2-8=-987/828, 2-7=268/542, 4-7=-148/301, 4-6=-720/478 NOTES- 1) Wind: ASCE 7-16; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 9-8-0, Exterior(2R) 9-8-0 to 13-10-12, Interior(1) 13-10-12 to 18-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' This Item has been 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. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 lb uplift at joint 6 and 483 lb uplift at sealed by Velez, Joaquin, PE joint8. using a Digital Signature. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL'Cert 6634 6804 Parke East Blvd. TampaTL 33610 Date; July 29,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED IAITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suhe 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RAIMIST RES. T24855095 512417 C6 Half Hip Girder 1 Job Reference o tional I looetts Lumber l;ompany, Halm bay, FL - 329Ub, 5.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:22 2021 Page 1 ID:xPAcr7?P VZc8aB eoE7Nu m Lyvt88-mAdwjQRgjmjN i2Lf? Igu Wn I Dj di rO921uzsXO WytD3? i 2-4-0 7-0-8 11-9-0 14-11-4 18-5-0 ' 2-4-0 ' 4-8-8 ' 4-8.8 3-24 3-5-12 3x10 II 7x8 = 5x6 = 2x4 11 6x6 = 7x8 = axe = Scale = 1:37.1 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 0.38 Vert(LL) 0.11 9-10 >999 240 MT20 2441190 TCDL 20.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.16 9-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 281 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins, BOT CHORD 2x6 SP No.2 *Except* except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. 7-10: 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 *Except* 6-7: 2x6 SP No.2 REACTIONS. (size) 7=0-8-0, 11=0-8-0 Max Horz 11=359(LC 8) Max Uplift 7=-2756(LC 8). 11=2282(LC 8) Max Gram 7=6170(LC 2). 11=4609(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-372/219, 2-3=6288/2989, 3-4=4790/2167, 4-5=-2862/1297, 5-6=-2862/1297, 6-7=-5179/2376 BOT CHORD 1-11=-170/353. 10-11=359/354, 9-10=2848/5543, 8-9=1945/4108 WEBS 2-11=-4353/2182,2-10=-2608/5505,3-10=-943/1468,3-9=-1707/1073,4-9=1956/4161, 4-8=-2710/1355, 5-8=263/235, 6-8=2613/5767 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 3-10 2x4 - 1 row at 0-7-0 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 This item has been 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. electronically Signed and 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. sealed by Velez, Joaquin, PE II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 using a Digital Signature. 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Printed copies Of this p to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. document are not considered 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signed and Sealed and the 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 signature must be verified will fit between the bottom chord and any other members. On an electronic copies. y P S. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2756 lb uplift at joint 7 and 2282 lb uplift at joint 11. Joaquin Velez PE No.68182 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA, Inc. FL Cart 6634 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1959 lb down and 1190 lb up at 6904 Parke East Blvd. Tampa, FL 33610 7-0-12, 1380 lb down and 600 lb up at 9-0-12, 1505 lb down and 611 lb up at 11-0-12, 1525 lb down and 618 lb up at 13-0-12, Date: and 1515 lb down and 618 Ito up at 15-0-12, and 1508 lb down and 618 lb up at 17-0-12 on bottom chord. The design/selection of JUN 29.2021 ContUatttaRnDtaaWk device(s) is the responsibility of others ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,4II-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 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 RAIMIST RES. T24855095 512417 C6 Half Hip Girder 1 Job Reference o tional I IDDeHS LUMDer l;ompany, Halm [fay, t-L - a2SU5, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 29 11:54:22 2021 Page 2 ID:xPAcr7? P VZc8aBeoE7N u m Lyvt88-mAdwjQ RgjmjN i2 Lf?lg u Wn IDjdirO921 uzsXO WytD3? LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=80, 4-6=80, 1-7=20 Concentrated Loads (lb) Vert: 10=-1859(B) 8=1380(12;) 14=1380(B) 15=1380(B) 16=-1380(B) 17=1380(8) ® WARNING -Verify dasign parameters and READ NOTES ON THIS AND INCLUDED IAITEK REFERENCE PAGE MII-7473 rev. S11912020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properlyIncorporate 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 Mirek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type �QtyryTRAIMISTRES.T24855096 512417 CA Comer Jack 18 Reference o tional I lobetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:23 2021 Page 1 ID:xPAcr7?PVZcBaBeoE7Num Lyvt88-EMB ixmSSU4rEKCwrZSB73?rSul6Q7mrS6dc4xzytD3_ 1-0-0 1-0-0 3x4 = LOADING (psf) SPACING- 2-0 0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 6 n/r 120 TCDL 20.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.00 6 n/r 120 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 2=Mechanical, 3=Mechanical Max Horz 2=93(LC 1), 3=-93(LC 1) Max Uplift 3=83(LC 12) Max Grav 3=100(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 1-3=-93/293 Scale = 1:7.0 PLATES GRIP MT20 244/190 Weight: 3 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck 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 jive 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 83 ]b uplift at joint 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6804 Parke East Blvd. Tampa. FL 33610 Date: July 29,2021 ®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 me 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 ANSM11 Qualty Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 t T r k Job Truss Truss Type Qty Ply RAIMIST RES. T24855097 512417 CJ3 Corner Jack 14 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:24 2021 Page 1 ID:xPAcr7? P VZc8aB eoE7Num Lyvt88-iZlg86S4F0_4xM V17AiMb COX9RLOsB rb LH LdSP ytD2z 3-0-0 3-0-0 Scale: 1"=1' 3x6 II 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.00 5 >999 360 TCDL 20.0 Lumber DOL 1.25 BC 0.58 Vert(CT) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.05 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Wind(LL) -0.00 4-5 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=89(LC 12) Max Uplift 3=192(LC 1), 4=232(1_C 1), 5=-474(LC 12) Max Grav 3=108(LC 12),4=146(LC 12),5=718(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=373/818 m PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vint=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 3, 232 lb uplift at joint 4 and 474 lb uplift at joint 5. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL'Cert 6634 6904 Parke East Blvd. Tampa.FL 33610 Date; July 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,4II-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITek9 connectors. This design Is based only upon parameters shown, and Is for an individual building component, not lye� a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/i Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RAIMIST RES. T24855098 512417 CJ3A Comer Jack 4 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:26 2021 Page 1 ID:xPAcr7?P VZc8aB eo E7Num Lyvt88-exsRZo U Ln?EoBffQ EbkggdTtzF? IK7buobgkWHytD2x 3-D-D 3-0-0 3-0-2 3-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.02 3-6 >999 360 TCDL 20.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.04 3-6 >806 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.12 3 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MP Wind(LL) 0.06 3-6 >583 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-0-8, 2=Mechanical, 3=Mechanical, 3=Mechanical Max Horz 2=89(LC 12) Max Uplift 1=146(LC 12), 3=101(LC 12) Max Grav 1=147(LC 1), 3=147(LC 1), 3=147(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: V=1' PLATES GRIP MT20 244/190 Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed ; 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.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 at joint(s) 1. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 Ito uplift at joint 1 and 101 lb uplift at joint 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68782 MITek USA, Ina FL'Cert 6634 6904 Parke East Blvd. Tampa,FL 33610 Date: July 29,2021 AL WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Tek• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi i E 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 Padre East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 I • r A Job Truss Truss Type City Ply RAIMIST RES. T24855099 512417 CJ5 Comer Jack 12 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL-32905, 2x4 11 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:28 2021 Page 1 ID:xPAcr7?PVZc8aBeoE7NumLyvt88-bK B_TVbicUWQzooMOnim2YDS2mEo?DBGvJrbAytD2v 5-0-0 5-0-0 Ii Scale = 1:18.4 LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.49 BC 0.43 WB 0.12 Matrix -MP DEFL. in (loc) I/deft Ud Vert(LL) -0.02 4-5 >999 240 Vert(CT) 0.01 4-5 >999 240 Horz(CT) 0.07 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 17 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=150(LC 12) Max Uplift 3=-62(LC 12), 4=22(LC 1), 5=-263(LC 12) Max Grav 3=83(LC 17). 4=27(LC 8), 5=470(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=365/143 BOT CHORD 1-5=139/345 WEBS 2-5=311/681 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=45ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -0-0-2 to 4-5-14, Exterior(2R) 4-5-14 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 3, 22 lb uplift at joint 4 This item has been and 263 lb uplift at joint 5. electronically Signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa. FL 33610 Date: July 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IAII-7473 rev. 5/19r2020 BEFORE USE. Design valid for use only with MtTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply RAIMIST RES. T24855100 512417 CJ5T Comer Jack 2 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:29 2021 Page 1 ID:xPAcr7?PVZc8aBecE7Num Lyvt88-3WYZBpWD3wcN27N?vjlXIG5T6S90XR9KVZ307cytD2u 4-8-0 5-0-0 4-8-0 Scale = 1:18.6 LOADING (psf) TOLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2020/TPI2014 CSI. TC 0.18 BC 0.25 WB 0.14 Matrix -MP DEFL. in (loc) Udefl L/d Vert(LL) -0.00 7 >999 240 Vert(CT) -0.01 7 >999 180 Horz(CT) 0.00 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 24lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pur[ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.2 10-0-0 oc bracing: 5-6. REACTIONS. (size) 4=Mechanical, 5=Mechanical, 8=0-8-0 Max Horz 8=150(LC 12) Max Uplift 4=62(1_13 9), 8=-263(LC 12) Max Grav 4=95(LC 10), 5=8(LC 3), 8=470(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=650/229 BOT CHORD 1-8=-163/636, 7-8=163/291 WEBS 2-7=-339/188, 2-8=387/791 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=45ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -0-0-2 to 4-5-7, Exterior(2R) 4-5-7 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 4 and 263 lb uplift at This item has been joint B. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL'Cert 6634 6904 Parke East Blvd. Tampa.FL 33610 Date: July 29,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-7473 rw. 5/1912020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Satetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 I . r A Job Truss Truss Type Qty Ply RAIMIST RES. T24855101 512417 D1 Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 29 11:54:312021 Page 1 ID:xPAcr7?PVZcBaBeoE7NumLyvt88-?vgKcVYTbXs5HRXN 18K?NhAINGnK?KadytYVCVytD2s 5-0-0 9-0-0 14-0-0 ' 5-0-0 ' 4-0-0 5-0-0 5x8 = 5x8 = 2x4 11 4x4 // 3x4 = 4x4 \\ Scale=1:23.4 1$. Plate Offsets (X,Y)— [2:0-2-12 0-1-41, [3:0-2-12,0-1-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.04 6-7 >999 240 MT20 2441190 TCDL 20.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.03 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(CT) -0.01 5 n/a file BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 69 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 2-3: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (size) 8=0-8-0, 5=0-8-0 Max Harz 8=104(LC 30) Max Uplift 8=-1159(LC 8), 5=914(1-C 5) Max Grav 8=1012(LC 39), 5=930(LC 38) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-275/445, 2-3=398/618, 3-4=-157/415 BOT CHORD 1-8=325/322, 7-8=596/494, 6-7=567/476, 5-6=-578/467, 4-5=300/194 WEBS 2-7=-538/320, 3-6=539/305, 2-8=-998/1183, 3-5=-964/1060 Structural wood sheathing directly applied or 10-0-0 oc purlins, except 2-0-0 oc purins (6-0-0 max.): 2-3. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1159 lb uplift at joint 8 and 914 lb uplift at joint 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 192 lb down and 183 lb up at 5-0-0, and 196 lb down and 174 lb up at 7-0-0, and 192 lb down and 183 lb up at 9-0-0 on top chord, and 232 lb down and 508 lb up at 5-0-0, and 61 lb down and 115 lb up at 7-0-0, and 232 lb down and 508 lb up at 8-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-2=80, 2-3=80, 3-4=80, 9-12=-20 Continued on oaae 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa,FL 33610 Date: JUN 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with Mi rek®connectore. This design Is based only upon parameters shown, and is for an individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' 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 ANSYrP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type qty RES.T24855101 �P`lyl�AIMIST 512417 D1 Hip Girder 1 ob Reference (optional) I IODen6 Lumoer L;ompany, calm tray, t-L - JZUU5, 8.51 U S Jun 18 2021 MITeK Industries, Inc. Thu Jul 29 11:54:31 2021 Page 2 ID:xPAcr7?PVZcBaBeoE7N um Lyvt88-?vg KcVYTbXs5H RXN 18K?N hAl NGnK? KadytYVCVytD2s LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 2=-92(F) 3=-92(F) 7=194(F) 6=194(F) 16=92(1`) 18=56(F) ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSb TPI1 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RAIMIST RES. T24655102 512417 EJ5 Jack -Open 3 1 Job Reference o tional ribbetts Lumber Company, Palm Bay, FL-32905, 5-0-0 5-0-2 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:32 2021 Page 1 ID:xPAcr7?PVZcBaBeoE7Num Lyvt8B-T5DiprZ6Mryva6abrrEwujvhf6zkg4nBXH2kxytD2r Scale = 1:17.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.19 3-6 >308 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.06 3-6 >950 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-1-8, 2=Mechanical, 3=Mechanical Max Horz 1=150(LC 12) Max Uplift 1=-169(LC 12). 2=150(LC 12), 3=-95(LC 12) Max Grav 1=247(LC 1), 2=189(LC 17), 3=101(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=45ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -0-0-2 to 4-5-14, Exterior(2R) 4-5-14 to 4-11-4 zone; cantilever left and right exposed ; 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd 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 atjoint(s) 1. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint 1, 150 lb uplift at joint 2 and 95 lb uplift at joint 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904'Parke East Blvd. Tamps, FL 33610 Date. July 29,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,4II-7473 rov. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p� 1. building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Crlterfa, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Oty Ply RAIMIST RES. Truss T24855103 512417 J7 Jack -Open 38 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:33 2021 Page 1 ID:xPAcr7?PVZc8aBeoE7NumLyvtBB-xln41 BZk796pXkhmBZMTT6F3r3XTTGLwPB1 cGOytD2q 7-0- 7-0-0 Scale=1:22.2 6x6 i 3x4 = 2-0 0 2 4-Q 7-0-0 2-16 b-4-d 4-8-0 Plate Offsets (X,Y)— [3:0-14Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.01 4-5 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.03 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) -0.01 4-5 >999 240 Weight: 32lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-D-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=212(LC 12) Max Uplift 3=149(LC 12), 5=258(LC 12) Max Grav 3=183(LC 17), 4=74(LC 3), 5=526(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-495/141 BOT CHORD 1-5=-55/453 WEBS 2-5=-502/723 NOTES- 1) Wind: ASCE 7-16; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 7-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck 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. This has been 5) Refer to girder(s) for truss to truss connections. Item 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 3 and 258 lb uplift at electronically signed and joint 5. sealed by Velez, Joaquin, PE 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL'Cert 6634 6904 Parke East Blvd. Tampa.FL 33610 Date: July 29,2021 WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,111-7473 rev. 5/1912020 BEFORE USE. �* Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not p�• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ii�a� 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. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RAIMIST RES. T24855104 512417 EJ7A Jack -Open 1 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 2x4 3x6 = 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:33 2021 Page 1 ID:xPAcr77PVZc8aBeoE7Num Lyvt88-xln41 BZk796pXkhm8ZMTT6F_53NFTHKwPB 1 cG0ytD2q 5-0-0 5-0-0 Scale = 1:22.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.02 3-4 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.06 3-4 >930 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.13 2 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MR Wind(LL) 0.10 3-4 >579 240 Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BOT CHORD REACTIONS. (size) 4=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 4=143(LC 12) Max Uplift 4=24(1_C 12), 2=153(LC 12), 3=-12(LC 12) Max Grav 4=235(LC 1), 2=194(LC 17), 3=95(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-2-0 cc purlins, except end verticals. Rigid ceiling directly applied or 7-6-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck 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 24 lb uplift at joint 4, 153 lb uplift at joint 2 and 12 lb uplift at joint 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa.FL 33610 Date: July 29,2021 ® WARNING - Verify dosign parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVI iTek• I always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcaeon, 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 I , k r Job Truss Truss Type oty Ply RAIMIST RES. T24855105 512417 EJ7B Jack -Open 1 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:34 2021 Page 1 ID:xPAcr7?P VZcBaBeoE7NumLyvt88-PU LSEXaMuSEg8uGyiGui?JoEhTt9Ckw3erm9ogytD2p 22 8 5-10-8 ' 2-6-8 ' 3-4-0 3x4 = 2x4 II M 0 c6 N N Scale = 1:22.4 LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.57 BC 0.14 WB 0.04 Matrix -MP DEFL. in (loc) Vdefl L/d Vert(LL) -0.00 4-5 >999 360 Vert(CT) -0.01 4-5 >999 240 Horz(CT) -0.06 3 n/a n/a Wind(LL) -0.00 5-6 >999 240 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oc purlins: 1-2. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 6=Mechanical, 3=Mechanical, 4=Mechanical, 1=Mechanical Max Horz 6=239(LC 3). 1=239(LC 3) Max Uplift 6=-106(LC 12), 3=135(LC 12) Max Grav 6=354(LC 1). 3=194(LC 17). 4=56(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-335/276 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 2-6-8, Intedor(1) 2-6-8 to 5-9-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 6 and 135 lb uplift at joint 3. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This item has been 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. electronically Signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904Parke East Blvd. Tampa.FL 33610 Date: July 29,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,4II-7473 rev. Wls12020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrP/1 Quality Criteria, DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 4 i r r Job Truss Truss Type Qty Ply RAIMIST RES. T24855106 512417 EJ7C Jack -Open 1 1 Job Reference o ticnal ribbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:35 2021 Page 1 ID:xPAcr7?PVZc8aBeoE7NumLyvt88-ugvgStb—fmMXm2r8G_PxYXLN tDKxB—DtVWjLGylD2o i 4-6-8 4-6-8 1 '10- 5-10-8 ' 6 2x4 II 6.00 12 3x4 = Scale = 1:22.4 Plate Offsets (X,Y)— [2:0-2-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.01 5-6 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.05 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Wind(LL) -0.01 5-6 >999 240 Weight: 29lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oc purlins: 1-2. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings Mechanical. (lb) - Max Horz 6=267(LC 3). 1=267(LC 3) Max Uplift All uplift 100 lb or less at joints) 4 except 3=125(LC 12), 1=123(1_C 9) Max Grav All reactions 250lb or less atjoint(s) 6, 3, 4 except 1=312(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-9-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=125, 1=123. 8) na This item has been 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. electronically Signed and 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. TampeFL 33610 Date: July 29,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. S/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 .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 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 I V r r Job Truss Truss Type oty Ply RAIMIST RES. T24855107 512417 EJ7D Jack -Open 1 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL-32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:35 2021 Page 1 I D:xPAcr7?PVZc8aBeoE7NumLyvtBB-ugvgStb_fmMXm2r8G_PxYXLMktBtxBTDtvWjLGytD2o 0-6-8 5-10-8 0-6-8 5-4-0 6.00 F12 5x8 0-8 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.04 4-5 >999 360 TCDL 20.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.08 4-5 >832 240 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MP Wind(LL) -0.00 4-5 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 *Except` 1-2: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 Scale = 1:25.9 PLATES GRIP MT20 244/190 Weight: 37 lb FT = 20% BRACING - TOP CHORD 2-0-0 cc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. All bearings Mechanical. (lb) - Max Uplift All uplift 100 lb or less at joints) except 6=153(LC 8), 2=148(LC 8) Max Grav All reactions 250 lb or less at joint(s) 5, 6, 2, 3 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=218/581 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=45ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint 6 and 148 lb uplift at joint 2. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc.,FL Cert 6634 6904 Parke East Blvd, Tampa.FL 33610 Date: July 29,2021 '7 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED IAITEK REFERENCE PAGE MII.7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall is i 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 ANSM11 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 RAIMIST RES. T24655108 512417 EJ7T Jack -Open 4 1 Job Reference o tional ribbetts Lumber Company, Palm Bay, FL - 32905, 8,510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:36 2021 Page 1 I D: xPAcr7?P VZc8aBeoE7N um Lyvt88-MsTDfD ccQ4U N OCQ LghwA4ktdl HXxgdO M68FGtiytD2n 4-8-0 2-4-0 Scale = 1:22.3 2x4 II LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.31 BC 0.32 WB 0.11 Matrix -MS DEFL. in (loc) Vdefl L/d Vert(LL) 0.06 6 >991 240 Vert(CT) -0.06 6 >969 180 Horz(CT) 0.03 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 30 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 6-0-0 cc bracing, Except: WEBS 2x4 SP No.2 10-0-0 oc bracing: 5-6. REACTIONS. (size) 4=Mechanical, 5=Mechanical, 8=0-8-0 Max Horz 8=21 O(LC 12) Max Uplift 4=104(LC 12), 5=20(LC 12), 8=-257(LC 12) Max Gram 4=147(LC 17), 5=73(LC 17), 8=524(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=537/227 BOT CHORD 1-8=-160/536 WEBS 2-8=-444/608 NOTES- 1) Wind: ASCE 7-16; Vu@=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck 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. This Item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 4, 20 lb uplift at joint 5 and 257 lb uplift at joint B. electronically Signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68162 MiTek USA, Inc. FL'Cert 6634 6904 Parke East Blvd. Tampa,FL,33610 Date: July 29,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MAI-7473 rev. 5/192020 BEFORE USE. Design valid for use only with M�'ek® 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 MiTek* building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• 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 oftrusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply RAIMIST RES. THIUSS T24855109 512417 Half Hip Girder 1 1 Job Reference o tional ,uuouo �uu,uer a.unipeny, rnuu oey, rL- otauo, moiu s Jun its zuzi MI IeK Industries, Inc. lnu Jul 2911:54:37 2021 Pagel ID:xPAcr7?PVZcBaBeoE7Num LyvtBB-q31 btYcEBNcE?M?XNORPdyQovgoOP4W WKo?pP9ytD2m i 2-4-0 7-0-0 9-4-0 4-8-0 Scale: 12'�-1' 4x4 = 4x4 = 2x4 11 "`� LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Iner NO Code FBC2020/TPI2014 CSI. TC 0.32 BC 0.56 WB 0.12 Matrix -MS DEFL. in (loc) Vdefl L/d Vert(LL) 0.03 6-7 >999 240 Vert(CT) -0.07 6-7 >999 240 Horz(CT) 0.00 5 Ilia n/a PLATES GRIP MT20 244/190 Weight: 54 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 3-4: 2x6 SP No.2 except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 5=Mechanical, 7=0-8-0 Max Horz 7=208(LC 8) Max Uplift 5=-407(LC 8), 7=466(1_C 8) Max Grav 5=747(LC 36), 7=907(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-266/183, 2-3=-454/155, 3-4=-359/188, 4-5=-734/442 WEBS 2-7=-513/351, 2-6=105/310, 3-6=-252/277, 4-6=-341/656 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 407 lb uplift at joint 5 and 466 lb uplift at This Item has been joint 7. electronically signed and 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. sealed by Velez, Joaquin, PE 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 375 lb down and 325 lb up at using a Digital Signature. 7-0-0, and 185 lb down and 163 lb up at 9-2-4 on top chord, and 334 lb down and 126 lb up at 3-8-12, 57 lb down at 5-8-12, 173 lb down printed copies of this p and 149 lb up at 7-0-0, and 91 lb down at 7-8-12, and 52 lb down at 9-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. document are not Considered 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signed and sealed and the signature must be verified LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on any electronic copies. Uniform Loads (plf) Joaquin Velez PE No.68182 Vert: 1-3=80, 3-4=80, 5-8=20 MiTek USA, Inc. FI- Cett 6634 Concentrated Loads (lb) 6904 Parke East Blvd. Tampa,FL 3361D Vert: 3=-83(B) 5=-26(B) 6=98(B) 4=91(B) 12=334(F) 13=-39(F) 14=-46(F) Date: July 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall p �• building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV IiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 0. r 1 l Job Truss Truss Type Qty Ply RAIMIST RES. T24855110 512417 HJ5 Diagonal Hip Girder 2 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:38 2021 Page 1 ID:xPAcr7?PVZc8aBeoE7Num Lyvt88-IFbz4udsyhk5dVZjx6yeA9zrZ4Bg8WgfZSkNybytD21 4-2-15 2-9-3 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 TCDL 20.0 Lumber DOL 1.25 BC 0.35 BCLL 0.0 Rep Stress [nor NO WB 0.18 BCDL 10.0 Code FBC2020/rP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 6=0-8-0 Max Horz 6=180(LC 8) Max Uplift 4=-413(LC 1), 6=1015(LC 8) Max Grav 4=220(LC 4). 6=1494(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-462/764 BOT CHORD 1-6=-642/448, 5-6=642/361 WEBS 2-6=-11281758, 2-5=-438/778 Scale = 1:16.9 (3)- 0.13lx3.5" TOENAILS 2x4 II DEFL. in (loc) Vdefl Lid PLATES GRIP Vert(LL) -0.01 5-6 >999 240 MT20 2441190 Vert(CT) 0.02 5-6 >999 240 Horz(CT) -0.00 4 n/a n/a Weight: 27 lb Fr = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 413 lb uplift at joint 4 and 1015 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 104 lb up at 1-4-15, 71 lb down and 104 lb up at 1-4-15, and 119 lb down and 129 lb up at 4-2-15, and 119 lb down and 129 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIB Vert: 1-3=80, 4-7=20 Concentrated Loads (lb) Vert: 6=238(1`=119, B=119) 10=143(F=71, B=71) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL.Cert 6634 604 Parke East Blvd. Tampa.FL 33610 Date: July 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NIITEK REFERENCE PAGE 1d11-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ITS building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 X ♦ r Job Truss Truss Type Qty Ply RAIMIST RES. T24855111 512417 HJ7 Diagonal Hip Girder 6 1 Job Reference o lional i IDoerr9 LUmoer Company, Nalm t1ay, rL - "528Ub, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:38 2021 Page 1 ID:xPAcr77PVZc8aBeoE7Num Lyvt88-IFbz4udsyhk5dVZix6yeA9zwA4CL8W WfLSkNybytD21 9-10-1 4-8-7 3x4 = 3x4 = Scale=1:21.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.09 6-7 >848 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.11 6-7 >746 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP SS 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 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 7=0-8-0 Max Horz 7=209(LC 24) Max Uplift 4=124(LC 8), 5=138(1_C 17), 7=-814(LC 8) Max Grav 4=143(LC 28), 5=161(LC 24), 7=912(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-399/670, 2-3=382/716 BOT CHORD 1-7=-584/394, 6-7=443/285 WEBS 3-6=-308/479, 3-7=644/578, 2-7=213/271 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 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 124 lb uplift at joint 4, 138 lb uplift at joint 5 and 814 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 438 lb up at 4-2-15, 240 lb down and 438 lb up at 4-2-15, and 145 lb down and 143 lb up at 7-0-14, and 145 lb down and 143 lb up at 7-0-14 on top chord, and 71 lb down and 104 lb up at 1-4-15, 71 Ib down and 104 lb up at 1-4-16, 52 lb down and 88 lb up at 4-2-15. 52 lb down and 88 lb up at 4-2-15, and 8 lb down and 2 lb up at 7-0-14, and 8 lb down and 2 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=80, 5-8=20 Concentrated Loads (lb) Vert: 11=503(F=252, B=252) 12=113(F=57, B=57) 13=143(1`=71, B=71) 14=129(F=64, B=64) 15=3(F=2, B=2) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any, electronic copies. Joaquin Velez.PE No.68162 MiTek USA, Inc. FL'Cert 6634 6904Parke East Blvd. TampaTL 33610 Date: July 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED IAITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mrek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must veriWhe applicability of design parameters and property Incorporate this design Into the overall Sol, 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 oftrusses and truss systems, see ANSUTPlf quality Crfterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RAIMIST RES. T24855112 512417 HJ7T Diagonal Hip Girder 1 1 Job Reference (optional) I IDDetts LUmoer company, calm nay, f L - 3:Mb, 8.510 s Jun 15 2021 MITek Industries, Inc. Thu Jul 29 11:54:39 2021 Page 1 ID:xPAcr7?PVZc8aBeoE7NumLyvt88-mR9LHEeVLsyFf8wVpTtiNV4wUUJt_rpo6UwU1 ytD2k -7- 6-6-7 8-0-8 9-10-1 -4- 2-10-15 %1 _1 1-9-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.05 9 >999 240 TCDL 20.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.07 9 >999 180 BCLL 0.0 Rep Stress Incr NO WE 0.13 Horz(CT) -0.03 5 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -MS Scale = 1:23.1 PLATES GRIP MT20 244/190 Weight: 46 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP SS 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 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 5=Mechanical, 6=Mechanical, 10=0-8-0 Max Harz 10=209(LC 8) Max Uplift 5=59(LC 24), 6=109(LC 8), 10=-812(LC 8) Max Grav 5=53(LC 13), 6=277(LC 22), 10=973(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=380/577, 2-3=466/710, 34=515/423 BOT CHORD 1-10=-517/416, 9-10=-169/302 WEBS 2-10=-601/573, 8-10=-623/187, 4-8=521/351, 4-7=-327/165 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 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 59 lb uplift at joint 5, 109 lb uplift at joint 6 and 812 lb uplift at joint 10. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 438 lb up at 4-2-15, 240 Ito down and 438 Ito up at 4-2-15, and 161 lb down and 76 lb up at 7-0-14, and 161 lb down and 76 lb up at 7-0-14 on top chord, and 71 Ito down and 104 lb up at 1-4-15, 71 lb down and 104 lb up at 1-4-15, 54 lb down and 88 lb up at 4-2-15, 54 lb down and 88 lb up at 4-2-15, and at 7-0-14, and at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=80, 9-11=20, 6-8=20 Concentrated Loads (lb) Vert: 14=503(F=252, B=252) 16=143(F=71, 13=71) 17=129(F=64, B=64) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Ina FL'Cert 6634 6904 Parke East Blvd. Tampa.FL 33610 Date: July 29,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,111-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall Mal building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 1 t r I Job Truss Truss Type Qty Ply RAIMIST RES. T24855113 512417 V1 Valley 1 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 2x4 -�' 2x4 II 4-3-0 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:40 2021 Page 1 ID:xPAcr7?PVZc8aBeoE7Num Lyvt88-EeliVaf7Ul?pspj63X_6Fa2MeuyJcR3y1 m DUOUytD2j 2x4 11 3 Scale = 1:13.4 LOADING (psf) TCLL 20.0 TCDL 20.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020frP12014 CSI. TC 0.10 BC 0.03 WB 0.06 Matrix-P DEFL. in (loc) Udefl L/d Vert(LL) n/a n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (size) 1=4-2-8, 4=4-2-8, 5=4-2-8 Max Horz 1=106(LC12) Max Uplift 4=-44(LC 12), 5=122(LC 12) Max Grav 1=48(LC 1), 4=86(LC 17), 5=240(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=243/366 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 4-1-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 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 chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fd between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 4 and 122 lb uplift at joint 5. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic_ copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6834 6604 Parke East Blvd. Tampa FL 33610 Date: July 29,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 city Ply RAIMIST RES. T24855114 512417 V2 Valley 1 1 Job Reference (optional) ibbeus Lumber Company, vaim tray, FL - 329Ub, Y a d 2x4 i LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 TCDL 20.0 Lumber DOL 1.25 BC 0.02 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/iP12014 Matrix-P 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 29 11:54:412021 Page 1 ID:xPAcr7?P VZc8aBeoE7NumLyvt8B-igG6iwglEc7gUzilcEWLnobXol IhLvJ5FQzl YwytD2i 2-3-0 2-3-0 2x4 II DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (size) 1=2-2-8, 3=2-2-8 Max Horz 1=45(LC 12) Max Uplift 1=1B(LC 12). 3=-41(LC 12) Max Grav 1=75(LC 17), 3=81(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:8.4 Weight: 7 lb FT = 20% Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 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 18 lb uplift at joint 1 and 41 lb uplift at joint 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68162 MiTek USA, Inc. FL Cert 6634 6804 Parke East Blvd. TampaTL,33610 Date: July 29,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE fAll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall HT 11• 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 oftrusses and truss systems, see ANSUTP11 Quarity Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply RAIMIST RES. T24855115 512417 V4 Valley 1 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:43 2021 Page 1 I D:XPAcr7?PVZc8aBeoE7N um Lyvt88-f DOs7ch?m D NOj HS hkfYptDgg15yhpoYOjkS BdoytD2g 14-0-0 7-0-0 Scale = 1:24.6 4x4 = Id 8 7 6 3x4 2x4 11 2x4 11 2x4 11 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a file 999 MT20 2441190 TCDL 20.0 Lumber DOL 1.25 BC 0.12 Vert(CT) rile n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Cade FBC2020/TP12014 Matrix-S Weight: 52 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. OTHERS 2x4 SP No.2 REACTIONS. All bearings 14-0-0. (lb) - Max Horz 1=-142(LC 10) Max Uplift All uplift 100 lb or less at joints) 1, 5, 7 except 8=-227(LC 12), 6=227(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 7=348(LC 1), 8=443(LC 17), 6=443(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown WEBS 3-7=-267/186, 2-8=365/456, 4-6=-364/456 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-1 to 3-0-0, Interior(1) 3-0-0 to 7-0-0, Exterior(2R) 7-0-0 to 10-0-0, Interior(1) 10-0-0 to 13-9-15 zone; cantilever 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 5, 7 except This item has been (jt=lb) 8=227, 6=227. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa, FL 3361D Date: July 29,2021 ®WARNING - Verify design parameters and READ NOTES ON. THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 366110 Job Truss Truss Type Qty Ply RAIMIST RES. T24855116 512417 V5 Valley 1 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905. 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 29 11:54:47 2021 Page 1 ID:xPAcr77PVZc8aBeoE7NumLyvt88-X dNzzkWgStgCulSzVcll3rSLilalba_eMQLmaytD2c 5-5-6 10-10-12 5-5-6 5-5-6 Y a 0 4x6 = 4 3x4 2x4 11 3x4 Scale = 1:18.8 0-t1-8 10-10-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.25 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix-S Weight: 35 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. OTHERS 2x4 SP No.2 REACTIONS. (size) 1=10-9-12, 3=10-9-12, 4=10-9-12 Max Horz 1=101(LC 11) Max Uplift 1=-106(LC 12), 3=106(LC 12), 4=-175(LC 12) Max Grav 1=223(LC 21), 3=232(LC 18), 4=523(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-372/446 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=241t; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 5-5-6, Exterior(2R) 5-5-6 to 8-5-6, Interior(1) 8-5-6 to 10-3-3 zone; cantilever 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 speck to the use of this truss component. 4) Gable requires continuous bottom chord bearing, 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcuiTent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) T his item has been 1=106, 3=106, 4=175. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke,East Blvd, Tampa.FL 33610 Date: July 29,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall +1�• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 1, " -- 1 a Job Truss Truss Type qty Ply RAIMIST RES. T24855117 512417 V6 Valley 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:50 2021 Page 1 ID:xPAcr7?PVZGBaBeoE7NumLyvtBB-xZJVb?nO7NF03LU1 edASfhT2zwLgyzaQKKe?NuytD2Z i 3-6-8 7-1-0 3-6-8 3.6-8 v a 0 2x4 2x4 II 4x4 = 2x4 Scale=1:13.9 0-(k8 7-1-0 0-d-8 7-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-S 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 purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (size) 1=7-0-0, 3=7-0-0, 4=7-0-0 Max Harz 1=61(LC 10) Max Uplift 1=64(1_13 12), 3=64(LC 12), 4=-105(LC 12) Max Grav 1=135(LC 21), 3=141(LC 18), 4=316(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-243/346 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever 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 speck to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 4=105. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL'Cert 6634 69D4 ParkeEast Blvd. Tampa, FL 33610 Date: July 29,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED f iITEK REFERENCE PAGE MII-7473 rev. 1/1912020 BEFORE USE. A Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding me fabrication, storage, delivery, erection and bracing oftrusses 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 City Ply RAIMIST RES. T24855118 512417 V7 Valley 1 1 _ Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.510 s Jun 18 2021 MiTek Industries, Inc. Thu Jul 2911:54:52 2021 Page 1 ID:xPAcr77PVZc8aBeoE7NumLyvt88-uxRGOhoef V61feQm2Cwk6YQFj2xQtljne76RnytD2X 1-6-8 3-1-0 ' 1-6-8 1-6-8 3x4 = Scale = 1:6.5 6.00 12 2 , 3 1 d rd 2x4 i 2x4 Or0�8 3-1-0 0�0.8 3-0-8 Plate Offsets (X,Y)— [2:0-2-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix-P Weight: 8 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 1=3-0-0, 3=3-0-0 Max Horz 1=19(LC 11) Max Uplift 1=37(1_C 12), 3=37(LC 12) Max Grav 1=91(LC 1), 3=91(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft: B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone: cantilever 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6004 Parke East Blvd. Tampa FL 33610 Date: July 29,2021 �— ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 T ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 Quality Criteda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-11en For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. `Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS Ct-2 C2-3 o WEBS 4 U o_ 0 ~ C7-8 C6-7 C5-6 BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purtins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.