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Home My WebLink AboutTRUSS=LIFE SAFETY WARNING �J Ja • This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less .,o"' • �xao�ar 60 degrees I Tag line E112 span 1111111 approx. REFER TO BCSI Truss must be set this way if crane is used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. I Spire IdBar A Tag line iq p1 213 to —� 112 of Span. REFER TO BCSI Truss must be set this way if crane is used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses,' a/iN � are installed. �� a • \� .a0c• AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. a WARNING The size of these trusses makes it necessary that they e set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING SEAT PLATES BY CHAMBERS TRUSS j _\ REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS HANGER ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS *Please refer to Standard Engineering package for general instuction on installing hangers 10d=0.148" x 3" 16d=0.162" x 3 112" Hatch Legend LOAD BEARING AT 16'-0" Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! _,,"_-._,,ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 41' - 46' IN LENGTH!! PIGGY BACK TRUSSES MUST BE ATTACHED AND BRACED PER ENGINEERING DETAILS!! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. rip-nn-nn 56-00-00 NOTES: • ALL BEAMS ARE BY OTHERS. • ALL CEILINGS ARE FLAT. HIP CARRIER LOCATED AS DIMENSIONED ON LAYCL1 , r a CORNDER JACK„ ARE NOT BEVE',.S-D. s SEE STANDARL' -� ENGINEERING L z G�> r, 24' 0 C. THRU CORNERJACKS ON'L 24' CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARIFY PIGGYBACK DETAIL MATERIAL & LABOR TO ATTACH PIGGYBACKS IS THE RESPONSIBILITY OF THE BUILDER. FAILURE TO ATTACH AS SHOWN CAN RESULT IN FAILURE OF ROOF, INJURY, AND LOSS OF LIFE. FAILURE CAN OCCUR DURING INSTALLATION OR LATER PIGGYBACK _1"16' 112' CDX PLYWOOD GUSSET' Continous Lateral erar-ing BA3 TRUSS �24" MAX OC LATERAL BRACING 36" MAX OC GUSSEt'S Bullderrrr— Installer to attach riggybacti truss to base Pwo truss wrlh B"x8"x12" lyod Gusset Q',�aximum 36" on \\\�� Bab, Trussand to'c ` chord of Piggy P hom of Base Tr•JssGussets are on Truss odtpchord fBTusreIpbd a__, BaseTruss o at 24' rerwI9 Apply lateral bracing as base trysses are set. SQAURE CUT END 2X6 TOP CHORD WALL HEIGHT 16'-0" MEND DETAIL: TYPICAL 6-031 1 12 5 rr FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for determining successful fabrication of the trusses. 2 All dimensions in this layout have been verified by the undersigned. 3 Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. After 10 days of delivery remedy will be according to Florida statute 558, 4 The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA. 5 Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has the soie authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is responsible to Chambers Truss for towing costs due to site conditions. 6 Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour fee for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable attorney's fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by the recipient 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11 Design responsibilities are per IjNational Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/TPWITCA 4 - 2002M 12. Warranty is per Chambers Truss Warranty attached DATED SIGNED MO TITLE _ A spreader bar may be required per "BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector, 1< y Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 800-551.5932 Fort Pierce 772.465.2012 Fax 772-465.8711 Vero Beach 772-569-2012 Stuart 772.286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM MITEK V-ERSION 7 4.1.131 LOADING/DESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SEC 1604.6.1 County ST. LUCIE Building Department ST. LUCIE COUNTY Wind Design Criteria ASCE 7-16 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-16 Roofing Material METAL Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 15 4.2 0 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 55 7.2 0 Duration Factor 1,25 0 Wind Speed 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 24' Building Type Enclosed Building Category It: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2020 R D L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 77951 SCALE: 1 /4" = 1 i 98 total trusses, 19 unique designs Designer: RLC Reviewed by: RLC Date: 11 /17/21 FOR DON HINKLE CONSTRUCTION DESCRIPTION: HINKLE SHOP VIED Page 1 of 1 CUSTOMER INITIALS tEA0 PAGE 77951 �'err,,stir . 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: 77951 - HINKLE SHOP Site Information: Customer Info: Don Hinkle Construction Lot/Block: . Address: 7405 Silver Oak Drive, . City: Port St Lucie Project Name: Hinkle Shop Model: . Subdivision: . State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 RECEIVED DEC 14 2021 Name Address and License # of Structural Engineer of Record, If there is one, for the buildin€t•H;�, �fi� Name: License #: isPFtil Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 19 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 1 T26021173 A 11/18/21 2 T26021174 Al 11/18/21 3 T26021175 A2 11/18/21 4 T26021176 A3 11/18/21 5 T26021177 A4 11/18/21 6 T26021178 A5 11/18/21 7 T26021179 A6 11/18/21 8 T26021180 A7 11/18/21 9 T26021181 A8 11/18/21 10 T26021182 A9 11/18/21 11 T26021183 GRA 11/18/21 12 T26021184 A 11/18/21 13 T26021185 J3 11/18/21 14 T26021186 J5 11/18/21 No. Seal# Truss Name Date 15 T26021187 J5P 11/18/21 16 T26021188 J7 -11/18/21 17 T26021189 J7P 11/18/21 18 T26021190 KJ7 1.1/18/21 19 T26021191 PBA 11/18/21 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 Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin 00 My license renewal date for the state of Florida is February 28, 202St IMPORTANT NOTE: The seal on these truss component designs is a certi that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's o TRENCO's customers file reference purpose only, and was not taken into account in th preparation of these designs. MiTek or TRENCO has not independently verified the %. applicability of the design parameters or the designs for any particular building. Before u the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIITPI 1, Chapter 2. PQU I N .•GEN&• No 68182 '. STATE OF t 41/op Joaquin Velez PE No.68182 MITWUSA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 18,2021 Velez, Joaquin 1 of 1 Job Truss Truss Type City Ply HINKLE SHOP T26021173 77951 A HIP 2 1 Job Reference (optional) GnamDers I russ, tort rlerce, t-L - 34VOZ, 15.43U s Aug 1t) zuzl mi I etc moustnes, Inc. vvea NOV 1 f 14:40:u4 ZUZI rage 1 ID: NCgOLlfvfl?v_MlmP3rYoOylKn_ Iuki54dVsxxtEnQyn_Dv1Mxzlse9830beG2ECyIFAj ,-2-0-0, 9-0-0 16-8-0 24-0-8 32-1-0 39-8-0 47-0-0 56-0-0 2-0-0 7_" 7 8 8 7-8-8 7-7-0 7 4-0 9-0-0 US = 5.00 12 3 33 4x4 = 4x6 = 44 = 46 = 46 = 3x4 II 7x8 = 4 5 34 6 7 358 936 37 10 Scale = 1:98.5 22 21 20 19 18 17 16 15 14 40 41 4x5 = 3x4 11 4x6 _ 4x4 = 44 = 4x6 = 4x4 = 10x10 = 3x4 II 45 — 46 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020IrP12014 CSI. TIC 0.75 BC 0.69 WB 0.88 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in floc) Udefl Ud -0.20 19-20 >999 360 -0.46 19-20 >999 240 0.11 16 n/a n/a 0.29 19-20 >999 240 PLATES GRIP MT20 244/190 Weight: 370 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 34-10 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-8 oc bracing. WEBS 2x4 SP No.3 `Except* WEBS 1 Row at midpt 4-19, 6-17, 7-16, 10-16 3-20,7-16: 2x4 SP M 30, 9-16: 2x6 SP No.2 SLIDER Right 2x4 SP No.3 1-4-13 REACTIONS. (size) 2=0-8-0, 16=0-8-0, 12=0-8-0 Max Horz 2=-184(LC 10) Max Uplift 2=-973(LC 12), 16=-2034(LC 12), 12=626(LC 12) Max Grav 2=1693(LC 1), 16=3330(LC 1), 12=332(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3093/1710, 3-4=-3535/2104, 4-6=2936/1706, 6-7=927/585, 7-9=-1146/2354, 9-10=-1146/2354, 10-12=0/1167 BOT CHORD 2-22=-1350/2759, 20-22=-1350/2767, 19-20=-1788/3535, 17-19=139012936, 16-17=-277/927, 14-16=-850/54, 12-14=846168 WEBS 3-22=-19/369, 3-20=-489/1016, 4-20=315/279, 4-19=-671/444, 6-19=-164/542, 6-17=-224611267,.7-17=-463/1130, 7-16=-3666/1921, 9-16=-589/484, 10-16=2049/2520, 10-14=-1049/345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=45ft; L=56ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-1 to 3-6-2, Interior(1) 3-6-2 to 9-0-0, Exterior(2R) 9-0-0 This item has been to 16-8-0, Interior(1) 16-8-0 to 47-0-0, Exterior(2R) 47-0-0 to 54-11-1, Interior(1) 54-11-1 to 58-1-1 zone; porch right exposed;C-C for electronically signed and members and forces & 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 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) signature must be verified 2=973, 16=2034, 12=626. on any electronic copies. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Data: November 18,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE Design valid for use only with Mirek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply HINKLE SHOP F T26021174 77951 Al 2 1 Job Reference (optional) unanmerb r rubb, run rierce, rL - 04VOL, 0.4JU a Aug 10 zuzi mi I eK Inaustrles, Inc. VVeO NOV 1 / 14:4b:Ub 2U21 rage 1 ID:NCgOLlfvfl?v_MtmP3rYoOylKn_ EHsTIMflOYBaT5aLvPOh_SSHC6aud1 MJ2yl9l5ylFAh 110 20-5-14 29910-0 38-0 -00 411-to' 24-1-0 9-5-14 4-2 9-10-0 5-0 411111 6.5 -0Scale = 1:98.3 6x8 = 5.00 12 4 4x4 = 4x6 = 4x6 = 4x6 = 3x4 II 6x8 — 32 5 33 6 7 8 34 35 9 10 4x4 4x4 3 11 30 31 36 37 2 23 22 21 20 19 18 4x5 —_ 3x4 II 4x4 = 4x6 __ 4x4 = 4x4 = 4x6 = 20-5-14 17 16 15 14 38 39 7x10 =4x6 = 4x4 = 3x4 II 4x5 = LOADING (psf) TCLL 20.0 TCDL 15.0 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 0.76 BC 0.57 WB 0.96 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Udefl Ud -0.16 20 >999 360 -0.38 20-22 >999 240 0.10 17 n/a n/a 0.23 20 >999 240 PLATES GRIP MT20 244/190 Weight: 388 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-18, 10-17 7-17: 2x4 SP M 30, 9-17: 2x6 SP No.2 2 Rows at 1/3 pts 7-17 REACTIONS. (size) 2=0-8-0, 17=0-8-0, 12=0-8-0 Max Horz 2=-218(LC 10) Max Uplift 2=-952(LC 12), 17=2118(LC 12), 12=563(LC 12) Max Grav 2=1688(LC 21), 17=3392(LC 1), 12=300(LC 22) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3240/1764, 3-4=-2778/1500, 4-5=2841/1531, 5-7=1381/729, 7-9=-1329/2037, 9-1 0=-1 329/2037, 10-11 =-212/1226, 11-12=0/1 356 BOT CHORD 2-23=-144412985, 22-23=-144412985, 20-22=-1081/2523, 18-20=1164/2841, 17-18=-370/1381, 15-17=-1032/478, 14-15=-1133/0, 12-14=-113310 WEBS 3-22=-552/444, 4-22=-160/497, 4-20=165/502, 5-20=-36/275, 5-18=-1655/1087, 7-18=-397/951, 7-17=-3701/2087, 9-17=-637/546, 10-17=1470/2089, 10-15=1235/368, 11-15=-709/1444, 11-14=-681/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=45ft; L=56ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-1 to 3-6-2, Interior(1) 3-6-2 to 11-0-0, Exterior(2R) 11-0-0 to 18-11-1, Interior(1) 18-11-1 to 45-0-0, Exterior(2R) 45-0-0 to 52-11-1, Interior(1) 52-11-1 to 58-1-1 zone; porch right This item has been 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 b Velez, Joaquin, PE y q to the use of this truss component. 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. 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. Signed and Sealed and the 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=952,17=2118,12=563. signature must be verified g on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 18,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NIII-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 ANSM11 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 HINKLE SHOP T26021175 77951 A2 HIP 2 1 Job Reference (optional) unamoers truss, Fort Pierce, FL - 34VdZ, 6.43U S Aug 16 2U21 MI I eK Industnes, Inc. Wed Nov 1 f 14:4o:Uti 2U21 Page 1 ID:NCgOLlfvfl?v_MtmP3rYoOylKn_ BfzDwRg?wARliPkkOp393tXe7vDG5xDcWGEFNzylFAf 2 0 0, 7-0-5 13-0-0 21-11 8 30-9 4 39 8-0 43 0-0 48-11-11 56 0-0 58-0-0 2 7-0-5 5-11-11 8-11-8 8-9-12 8-10-12 3-4-0 5-11-11 7-0-5 m 1 9, Scale = 1:99.9 5.00 12 6x8 = 44 4x4 = 4x6 = 4x5 = 3x4 II 6x8 — 33 6 7 a 3435 9 10 4x4 4xn 4x6 4 11 332 12 31 38 37 24 2322 38 21 39 20 19 40 18 1716 15 41 42 4x5 — 3x4 11 46 — 4x4 = 4x6 _ 44 = 7x10 = 4x4 — 3x4 11 45 — 4x4 = 4x6 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020frPI2014 CSI. TC 0.67 BC 0.64 WB 0.93 Matrix -MS DEFL. in (loc) I/deft Ud Vert(LL) -0.17 21-23 >999 360 Vert(CT) -0.35 21-23 >999 240, Horz(CT) 0.10 18 n/a n/a Wind(LL) 0.17 21-23 >999 240 PLATES GRIP MT20 244/190 Weight: 398 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-3 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-10 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-21. 6-19 5-21,6-19,8-18: 2x4 SP M 30, 9-18: 2x6 SP No.2 2 Rows at 1/3 pts 8-18 REACTIONS. (size) 2=0-8-0, 18=0-8-0, 13=0-8-0 Max Horz 2=-251(LC 10) Max Uplift 2=-942(LC 12), 18=2153(LC 12), 13=538(LC 12) Max Grav 2=1942(LC 17), 18=3717(LC 2), 13=292(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-3720/1695, 4-5=-2939/1353, 5-6=2598/1230, 6-8=1024/494, 8-9=-1263/1994, 9-10=-1263/1994, 10-11=-485/1650, 11-13=011189 BOT CHORD 2-24=-1374/3553, 23-24=-1374/3553, 21-23=-881/2786, 19-21=-821/2703, 18-19=-85/1129, 16-18=-13941770, 15-16=-976/0,13-15=976/0 WEBS 4-23=-873/563, 5-23=-204/694, 6-21=35/428, 6-19=1854/1077, 8-19=-495/1315, 8-18=-3528/1810,9-18=-559/497,10-18=1308/1897,10-16=-1302/436,11-16=-915/1754, 11-15=-840/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=45ft; L=56ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-1 to 3-6-2, Interior(1) 3-6-2 to 13-0-0, Exterior(2R) 13-0-0 to 20-11-1, Interior(1) 20-11-1 to 43-0-0, Exterior(2R) 43-0-0 to 50-11-1, Interior(1) 50-11-1 to 58-1-1 zone; porch right This item has been 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 b Velez, Joaquin, PE y q to the use of this truss component. 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. 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. r signed and sealed and the 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) be 2=942, 18=2153, 13=538. signature must verified g on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: November 18,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type oty Ply HINKLE SHOP T26021176 77951 A3 HIP 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 14:45:10 2021 Page 1 ID: NCgOL[fvfl?v_MtmP3rYoOylKn_-725_L7iFSnhOyiu68E5dBlcyfjvuzrovzzjMRsylFAd 2-0-0 81-5 15-0-0 23-3-8 31-5 4 39 8-0 41-0 p 47-11-11 56-0.0 2-0-0-11-11 8-1-12 8-2-12 6-11-11 8-0-5 5.00 12 6xB = 33 6 34 4x6 = 3x10 11 6x8 = 8 3536 9 10 Scale = 1:99.9 24 23 22 39 21 40 20 19 41 18 17 16 15 42 43 45 = 3x4 II 5x6 = 46 = 7x8 = 5x6 = 3x4 II 4x5 = 8 0 5 15-0-0 23-3-8 3 8 31-5-4 39 8-0 41-0 p 47-11-11 56-0-0 8-0-5 6-11-11 8.31 8-1-12 8-2-12 -4 6-11-11 8-0-5 Plate Offsets (X,Y)— [2:0-2-9,Edge], [3:0-2-15,0-2-01, [5:0-5-4,0-3-01, [12:0-2-15,0-2-81, [13:0-1-9,0-0-0], [18:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.15 21-22 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.30 21-22 >999 240 BCLL 0.0 Rep Stress [nor YES WB 0.91 Horz(CT) 0.09 18 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MS Wind(LL) 0.22 15-17 >888 240 Weight: 402 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-13 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-22, 5-21, 6-19, 8-18, 11-17 5-21,6-19,8-18: 2x4 SP M 30, 9-18: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 18=0-8-0, 13=0-8-0 Max Horz 2=284(1_13 10) Max Uplift 2=-985(LC 12), 18=-2005(LC 12), 13=-642(LC 12) Max Grav 2=1989(LC 17), 18=3572(LC 2), 13=416(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3776/1852, 4-5=-2795/1440, 5-6=2273/1340, 6-8=932/599, 8-9=-375/1510, 9-10=-375/1510,10-11=-491/1651,11-13=0/1457 BOT CHORD 2-24=-1509/3623, 22-24=-1509/3623, 21-22=-936/2652, 19-21=-870/2391, 18-19=-130/993, 17-18=1392/888, 15-17=-1210/0, 13-15=-1210/0 WEBS 4-24=0/302, 4-22=1095/668, 5-22=235/778, 5-21=-328/150, 6-21=-73/545, 6-19=-1768/946, 8-19=-390/1366, 8-18=-3005/1228, 9-18=-905/1134, 10-17=412/0, 11-17=-1167/2235, 11-15=1094/404 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=45ft; L=56ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-1 to 3-6-2, Interior(1) 3-6-2 to 15-0-0, Exterior(2R) 15-0-0 to 22-11-1, Interior(1) 22-11-1 to 41-0-0, Exterior(2R) 41-0-0 to 48-11-1, Interior(1) 48-11-1 to 58-1-1 zone; porch right This Item has been 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. 4) Provide adequate drainage to prevent water ponding. using a Digital Signature. 5) All plates are 4x4 MT20 unless otherwise indicated. Printed copies Of this 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not considered 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 signed and sealed and the will fit between the bottom chord and any other members, with BCDL = 10.Opsf. signature must be verified 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=985, 18=2005, 13=642. on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: November 18,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE, R Design valid for use only with MTekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not [ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p p� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply HINKLE SHOP T26021177 77951 A4 HIP 2 1 Job Reference (optional) unarnuers r russ, run rierce, rL - JIFJOZ, 6.43U s Aug 1b ZUZ1 MI I eK Inaustrles, Inc. Wed Nov 1 ( 14:4b:13 ZU21 Page 1 ID:NCgOLlfvfl7v_MtmP3rYoOylKn_-Xdn6_8k8li4bpAchpNfKmxEUKww1 mDLLfAy02ByIFAa 2 0 0, 8-9-14 17-0-0 24-7-11 32-1-10 39-0-0 47-2-2 56-0-0 58-0-0 2 0 0 8-9-14 8-2-2 7-7-11 75-15 6 10 8-9-14 2 0 0 5.00 12 4x4 i 6x8 = 3x8 I I 4x4 =4x6 = 4x4 = 4x6 = 5 31 6 7 32 8 33 9 10 A.A Scale = 1:99.9 23 21 "" 20 " 18 "" 17 "' 15 4x5 = 3x4 II 5x6 = 44 = 44 = 46 = 44 = 7x10 = 3x4 II 45 = 4x6 = 8-9-14 56-0-0 LOADING (psf) TCLL 20.0 TCDL 15.0 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 0.64 BC 0.73 WB 0.88 Matrix -MS DEFL. in (loc) Vdefl L/d Vert(LL) -0.15 21-23 >999 360 Vert(CT) -0.30 21-23 >999 240 Horz(CT) 0.09 17 n/a n/a Wind(LL) 0.18 15-29 >999 240 PLATES GRIP MT20 244/190 Weight: 402 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 `Except* WEBS 1 Row at midpt 3-21, 5-20, 6-18, 8-17, 12-17 5-20,6-18,8-17: 2x4 SP M 30, 10-17: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 17=0-8-0, 13=0-8-0 Max Horz 2=317(LC 11) Max Uplift 2=-949(LC 12), 17=2129(LC 12), 13=-555(LC 12) Max Grav 2=2015(LC 17), 17=3632(LC 2), 13=399(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3792/1657, 3-5=-2604/1163, 5-6=-1935/926, 6-8=723/358, 8-9=-890/1391, 9-10=-755/1210,10-12=-1121/1600,12-13=0/1085 BOT CHORD 2-23=-1323/3658,21-23=-1323/3658,20-21=-618/2476,18-20=-416/2066,17-18=0/854, 15-17=-859/96, 13-15=-859/96 WEBS 3-23=0/358, 3-21 =-I 314/779, 5-21=266/855, 5-20=-562/381, 6-20=-2311691, 6-18=-16741979, 8-18=-565/1476, 8-17=-2886/1476, 12-17=-1009/2081, 12-15=1050/359, 10-1 7=1 0381855 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=45ft; L=56ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-1 to 3-6-2, Interior(1) 3-6-2 to 17-0-0, Exterior(2R) 17-0-0 to 24-7-11, Interior(1) 24-7-11 to 39-0-0, Exterior(2R) 39-0-0 to 47-2-2, Interior(1) 47-2-2 to 58-1-1 zone; porch right This item has been 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 b Velez, Joaquin, PE y q to the use of this truss component. 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. 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 100 lb uplift atjoint(s) except Qt=lb) 2=949, 17=2129. 13=555. signature must be verified g on any electronic copies. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 8834 69D4 Parke East Blvd. Tampa FL 33610 Date: November 18,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev 5/19/2020 BEFORE USE. _-=�' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not -��.Ypq a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and 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 HINKLE SHOP T26021178 77951 A5 HIP 2 1 Job Reference (optional) unamoers i russ, run r'lerce, rL - 14VOL. u.43U S Aug 1 o ZUzi Ivtl I eK 1nausirles, inc. vvea Nov it 14:4o:14 ZUZ1 rage 1 ID:NCgOLlfvfl?v_Mlm P3rYcOylKn_-?pLUBUIm WOCSQKBtN4AZJ8ngzKEiVfEUuBhaadylFAZ r2-0 0, 10-05 19-0-0 28 0-0 37-0-0 39 8-0 47-3-11 56-0-0 2-0-0 10-0-5 8-11-11 9-0-0 9 0.0 2-8-0 7-7-11 cr d 5.00 12 6x8 = 5 30 3x4 I I 4X = 6x8 = 7x8 6 7 31 32 8 9 Scale = 1:99.9 21 `" 19 "" 18 "" 17 16 "' "' 14 4x5 — 3x4 II 5x6 = 44 = 7x8 = 7x8 = 7x8 = 3x4 II 4x6 = 37-0-0 4x6 = LOADING (psf) TCLL 20.0 TCDL 15.0 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 0.59 BC 0.83 WB 0.90 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl Ud -0.16 21-24 >999 360 -0.34 21-24 >999 240 0.08 16 n/a file 0.18 14-27 >999 240 PLATES GRIP MT20 2441190 Weight: 409 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-19, 5-18, 8-18, 8-17, 9-17, 9-16, 11-16 9-16: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 16=0-8-0, 12=0-8-0 Max Horz 2=-350(LC 10) Max Uplift 2=-988(LC 12), 16=1997(LC 12), 12=648(LC 12) Max Grav 2=2084(LC 17), 16=3380(LC 2), 12=554(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3862/1699, 3-5=-2527/1159, 5-7=1606/846, 7-8=1606/846, 9-11=-836/1172, 11-12=-234/881 BOT CHORD 2-21=-1344/3737, 19-21=-1344/3737, 18-19=-571/2408, 17-18=-263/780, 16-17=-1005/1175,14-16=670/158,12-14=-670/158 WEBS 3-21=01408, 3-19=1483/858, 5-19=302/979, 5-18=-879/496, 7-18=-729/594, 8-18=-1304/2354,8-17=-1865/1238,9-17=-1109/2325,9-16=-2767/1541, 11-16=-1059/2009,11-14=983/360 rn 31M NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=45ft; L=56ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-1 to 3-6-2, Interior(1) 3-6-2 to 19-0-0, Exterior(2R) 19-0-0 to 26-11-1, Interior(1) 26-11-1 to 37-0-0, Exterior(2R) 37-0-0 to 44-11-1, Interior(1) 44-11-1 to 58-1-1 zone; porch right This item has been 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. 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. 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=10.Opsf. signed and sea l sealed and the 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=988, 16=1997, 12=648. signature nature must e verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69114 Parke East Blvd. Tampa FL 33610 Date: November 18,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP11 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 HINKLE SHOP T26021179 77951 A6 HIP 2 1 Job Reference (optional) L,narrDers I russ, rOn rlerce, t-L - d4e6Z, t3.43U s Aug 1b ZUZ1 MI I eK InOuslrles, Inc. 1Ne0 NOV 1 / 14:4b:IU ZU21 rage 1 ID:NCgOLlfvfl7v_Mtm P3rYoOylKn_-MnONECpvKYgkX54r9dikOCUZyL_6Au2D1 TPLGryIFAU 2Z 7-5 3 14-2-10 21-0-0 \ 28-0-0 35-0-0 39 8.0 47.E 2 56-0-0 2 7-5-3 6-9-6 6-9-0 7-0-0 7-0-0 4-8-0 7-10-2 8-5-14 M 0 5.00 12 6x8 = 6 30 3x4 11 6x8 = 317 32 338 Scale = 1:99.9 21 20 -- -" 19 "" 18 "" 17 16 """ 14 4x5 = 3x4 11 8x10 = 4x4 = 7x8 = 5x6 = 7x8 = 3x4 11 4x5 = 7-5-3 44 = LOADING (psf) TCLL 20.0 TCDL 15.0 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 0.51 BC 0.69 WB 0.99 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Udefi Ud -0.15 19-20 >999 360 -0.31 19-20 >999 240 0.08 16 rile n/a 0.17 20 >999 240 PLATES GRIP MT20 244/190 Weight: 429 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 'Except' WEBS 1 Row at midpt 5-19, 6-18, 7-18, 8-18, 8-17, 9-17, 9-16, 9-16: 2x6 SP No.2 11-16 REACTIONS. (size) 2=0-8-0, 16=0-8-0, 12=0-8-0 Max Harz 2=-383(LC 10) Max Uplift 2=-983(LC 12), 16=2014(LC 12), 12=-636(LC 12) Max Grav 2=2091(LC 17), 16=3412(LC 2), 12=550(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4077/1742, 3-5=-3210/1444, 5-6=-2198/1068, 6-7=1400/780, 7-8=-1400/780, 8-9=-429/238, 9-11=-874/1241, 11-12=246/878 BOT CHORD 2-21=-1410/3978, 20-21=-1410/3978, 19-20=-959/3088, 18-19=-412/2142, 17-18=0/563, 16-17=-1067/1221,14-16=-658/172,12-14=-658/172 WEBS 3-21=0/275, 3-20=959/494, 5-20=170/683, 5-19=-12731730, 6-19=-434/1130, 6-18=-941/501, 7-18=-564/479, 8-18=1067/1902, 8-17=163811099, 9-17=1175/2313, 9-16=-2737/1682,11-16=-108012007,11-14=-979/360 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=45ft; L=56ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-1 to 3-6-2, Interior(1) 3-6-2 to 21-0-0, Exterior(2R) 21-0-0 to 28-11-1, Interior(1) 28-11-1 to 35-0-0, Exterior(2R) 35-0-0 to 42-11-1, Interior(1) 42-11-1 to 58-1-1 zone; porch right This item has been 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 b Velez, Joaquin, PE y q to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. using a Digital Signature. 5) This truss has been designed for a 10.0 psf bottom chard 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 = 10.Opsf. signed and sealed and the 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) be 2=983, 16=2014. 12=636. signature must verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6034 8904 Parke East Blvd. Tampa FL 33610 Date: November 18,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE fri11-7473 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 p /r �v building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/f Quality Criteria, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply HINKLE SHOPT26021180 T 77951 A7 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982. 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 14:45:22 2021 Page 1 ID:NCgOLlfvfl?v_MtmP3rYoOylKn_-mMgWtDrndTCJOZoQrmJReg61 RY_DNHJgkRd?t9yIFAR �2-0-0, 8.4-6 15-8-3 23-0-0 33-0-0 39-8-0 47-3-11 56-0-0 58-0-0 2-0-0 8 7-3-13 7-3-13 10-0-0 6-8-0 7-7-11 B-8-5 2-0-0 6x8 = 5.00 12 6 30 6x8 = 31 7 Scale = 1:99.9 21 "" 19 "' 18 ,, "" 16 15 "• ,� 13 3x4 II 5x6 = 4x4 = 4x6 = 6x8 = 7x8 = 3x4 II 4x6 = 4x5 = 4x4 = 4x6 = LOADING (psf) TCLL 20.0 TCDL 15.0 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 0.68 BC 0.73 WB 0.89 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Vdefl Lid -0.15 16-18 >999 360 -0.30 19-21 >999 240 0.08 15 n/a file 0.17 13-27 >999 240 PLATES GRIP MT20 244/190 Weight: 413 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-19, 5-18, 6-16, 7-16, 8-16, 8-15, 10-15 6-16: 2x4 SP M 30, 8-15: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 15=0-8-0, 11=0-8-0 Max Horz 2=-416(LC 10) Max Uplift 2=-975(LC 12), 15=2039(LC 12), 11=-619(LC 12) Max Gran, 2=2079(LC 17), 15=3488(LC 2), 11=540(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3977/1688, 3-5=-2963/1339, 5-6=1912/957, 6-7=610/424, 7-8=-727/386, 8-10=-926/1328, 10-11=-201/788 BOT CHORD 2-21=-1349/3903, 19-21 =-1 349/3903, 18-19=-833/2891, 16-18=-274/1895, 15-16=-1151/1283,13-15=600/128,11-13=-600/128 WEBS 3-21 =01329, 3-1 9=1 123/573, 5-19=1981752, 5-1 8=-1 354/754, 6-18=-459/1293, 6-16=-1670/916, 7-16=-414/419, 8-16=1288/2453, 8-15=2759/1756, 10-15=1068/1975, 10-13=-991 /361 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; 8=45ft; L=56ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-1 to 3-6-2, Interior(1) 3-6-2 to 23-0-0, Exterior(2R) 23-0-0 to 30-11-1, Interior(1) 30-11-1 to 33-0-0, Exteflor(2R) 33-0-0 to 40-11-1, Interior(1) 40-11-1 to 58-1-1 zone; porch right This item has been 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 b Velez, Joaquin, PE y q to the use of this truss component. 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. 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 = 10.Opsf. Signed and Sealed and the 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) be 2=975, 15=2039, 11=619. signature must verified g on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert6634 8904 Parke East Blvd. Tampa FL 33610 Date: November 18,2021 A WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. �* Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not {��e 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 Mel( always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdraaon, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Bulld/ng Component 6904 Parke East Blvd. Safety on, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply HINKLE SHOP T26021181 77951 A8 HIP 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 14:45:30 2021 Page 1 ID:NCgOLlfvfl?v_MtmP3rYoOylKn_ XUJYYyxokwDBLnQyJRSJyWRQ9niQFusrZhZQ9iyIFAJ 2-0 0I 9-0-6 17-0-3 25-0-0 31-0-0 39 8-0 47-3-11 56-0-0 58-0 0 2-0-0 9-0-6 7-11-13 7-11A 6-0-0 8-8-0 7-7-11 8-8-5 N50 6x8 = 5.00 12 6x8 = Scale = 1:99.9 29 T d 2I9 21 4x5 = 3x4 II — 19 18 "` 16 5x6 = 44 = 4x4 = 4x6 = 6x8 = 15 13 7x8 = 3x4 II 46 = 4x6 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.57 BC 0.77 WB 0.92 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wjnd(LL) in (loc) Ildefl Lid -0.16 18-19 >999 360 -0.31 18-19 >999 240 0.07 15 rile rile 0.18 13-27 >999 240 PLATES GRIP MT20 244/190 Weight: 420 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-19, 5-18, 6-18, 6-16, 7-16, 8-16, 8-15, 8-15: 2x6 SP No.2 10-15 REACTIONS. (size) 2=0-8-0, 15=0-8-0, 11=0-8-0 Max Horz 2=-449(LC 10) Max Uplift 2=-981(LC 12), 15=2019(LC 12), 11=633(LC 12) Max Grav 2=2081(LC 17), 15=3444(LC 2), 11=565(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3921/1661, 3-5=-2813/1276, 5-6=1618/852, 6-7=820/581, 7-8=-999/538, 8-10=-866/1224, 10-11=-254/837 BOT CHORD 2-21 =-I 315/3870, 19-21 =-I 315/3870, 18-19=-751/2766, 16-18=-143/1620, 15-16=-1046/1217, 13-15=601/174, 11-13=-601/174 WEBS 3-21=0/353, 3-19=1222/625, 5-19=209/857, 5-18=-1548/841, 6-18=-536/1292, 6-16=-1336/741, 7-16=-274/291, 8-16=1246/2396, 8-15=2657/1757, 10-15=101Ill949, 10-13=-1003/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=45ft; L=56ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-1 to 3-6-2, Interior(1) 3-6-2 to 25-0-0, Extedor(2E) 25-0-0 to 31-0-0, Exterior(2R) 31-0-0 to 38-11-1, Interior(1) 38-11-1 to 58-1-1 zone; porch right exposed;C-C for members and forces This item has been & 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. 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. 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 = 10.Opsf. signed and seal sealed and the 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=981, 15=2019, signature e verified nature must 11=633. on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Data: November 18,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall {t /t� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �V iTei[• 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 ANSMI1 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 HINKLE SHOP T26021182 77951 A9 PIGGYBACK BASE 2 1 Job Reference (optional) Chambers I russ, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 14:45:35 2021 Page 1 ID: NCgOLlfvfl?v_MtmP3rYoOylKn_-us6Qbg?xZTrTSYlw5_2UfZ9HuoPbw85ajyHBgvyl FAE r2-0-0, 9 0-0 17-0-3 25-0-0 31-0-0 39 8.0 47-3-11 56-0-0 58-0-0 -2 9-0-0 7-11-13 7-11-13 6-0-0 8-8-0 7-7-11 8-8-5 2-0 0 8x8 = 5.00 12 6x8 = 29 Scale = 1:99.9 Z1 19 18 .. -- 16 "- 15 13 05 = 3x4 II 5x6 = 04 = 4x4 = 4x6 = 6x8 = 7x8 = 3x4 II 06 = 4x6 = 17-0-3 LOADING (psf) TCLL 20.0 TCDL 15.0 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 0.77 WB 0.92 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Ud -0.16 18-19 >999 360 -0.31 18-19 >999 240 0.07 15 n/a file 0.18 13-27 >999 240 PLATES GRIP MT20 244/190 Weight: 420 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-19, 5-18, 6-18, 6-16, 7-16, 8-16, 8-15, 8-15: 2x6 SP No.2 10-15 REACTIONS. (size) 2=0-8-0, 15=0-8-0, 11=0-8-0 Max Horz 2=-449(LC 10) Max Uplift 2=-981(LC 12). 15=2019(LC 12). 11=633(LC 12) Max Grav 2=2081(LC 17), 15=3444(LC 2). 11=565(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3921/1661, 3-5=-2813/1276, 5-6=-1618/852, 6-7=820/581, 7-8=-999/538, 8-10=-866/1224, 10-11=-254/837 BOT CHORD 2-21 =-I 315/3870, 19-21 =-I 315/3870, 18-19=-751/2766, 16-18=-143/1620, 15-16=-1046/1217, 13-15=601/174, 11-13=-601/174 WEBS 3-21=01353, 3-19=1222/625, 5-19=209/857, 5-18=-1548/841, 6-18=-536/1292, 6-16=-13361741, 7-16=-274/291, 8-16=1246/2396, 8-15=2657/1757, 10-15=101Ill949, 10-13=-10031343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=45ft; L=56ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-1 to 3-6-2, Interior(1) 3-6-2 to 25-0-0, Exterior(2E) 25-0-0 to 31-0-0, Exterior(2R) 31-0-0 to 38-11-1, Interior(1) 38-11-1 to 58-1-1 zone; porch right exposed;C-C for members and forces This item has been & 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 to the sealed b VelezJoaquin, PE y q use of this truss component. 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. 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 = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Signed and Sealed and the 2=981, 15=2019, 11=633. Signature must be Verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc: FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Data: November 18,2021 ® WARNING -verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use 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 ANS11TFI1 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 City Ply HINKLE SHOP T26021183 77951 GRA HIP GIRDER 2 n G Job Reference (optional) linamoers I fuss, tort t-lerce, FL-:54y0Z, 6.4JU s AUg 1U "ZUZ1 MI I eK Inaustnes, Inc. VVea NOV 11 14:4b:4b ZUZ1 I•age 1 ID:NCgOLlfvfl?v_MtmP3rYoOylKn_-bnjCh57DCX62e53rh5Dg3gZt7gg1 Ghg20WlijBKy[FA4 r2-0-0, 4-0.5 , 7-0-0 , 12-5-5 17-10-11 23-0-0 28-9-5 34-2-11 39.8-0 44-0-0 49-0-0 51-11-11 56-0-0 �B-0-0 2-0-0 4A-5 2-11-11 5-5-5 5-5-5 5-5-5 5-5-5 5-5-5 5-5-5 4-8-0 4-8.0 2-11-11 4-0.5 2-0 0 Scale = 1:98.3 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 5x6 = 5.00 F12 6x8 = 46 = 4x5 = 6x8 = 3x4 11 6x8 = 3 34 3536 4 37 38 395 40 6 41 7 42 43 8 44 45 9 10 46 11 47 48 49 12 50 51 5213 27 53 54 26 25 55 56 5724 58 59 23 60 61 2221 62 63 20 6465 19 6618 87 17 6869 70 16 45 = 3x4 11 6x8 = 5x6 = 45 = 7x10 = 46 = 3x4 11 45 = 39-8-0 1 44-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.27 24 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.63 23-24 >756 240 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.12 19 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.45 24 >999 240 Weight: 754 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 8-20. 9-19 11-19: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 19=0-8-0, 14=0-8-0 Max Horz 2=-151(LC 23) Max Uplift 2=-1897(LC 8), 19=4906(LC 8), 14=877(LC 25) Max Grav 2=3007(LC 17), 19=7337(LC 1), 14=114(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6565/3942, 3-4=-8426/4923, 4-5=-8926/5061, 5-7=7571/4195, 7.8=-4341/2314, 8-9=-718/888,9-11=-4398/7636,11-12=4398/7636,12-13=-1440/4063,13-14=0/1939 BOT CHORD 2-27=-3440/5981, 26-27=-3453/6001, 24-26=-4665/8426, 23-24=-4803/8926, 21-23=-3937/7571, 20-21=2056/4341, 19-20=-888/922, 17-19=-4063/1698, 16-17=-1664/0, 14-16=-1675/0 WEBS 3-27=260/577, 3-26=-1384/2835, 4-26=-1136/727, 4-24=157/596, 5-23=1547/1002, 7-23=-411/1000, 7-21=-3683/2144, 8-21=-985/2020, 8-20=-5944/3393, 9-20=1471/2962, 9-19=-7691/4255, 11-19=-915/720, 12-19=-4278/3508, 12-17=-1374/1760, 13-17=-3225/2127, 13-16=622/600 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9.0 oc. This Item has been Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. electronically Signed and Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered 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 have been distribute using a Digital Signature. ply connections provided to only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. Printed copies Of this 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=45ft; L=56ft; eave=7ft; Cat. document are not considered II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch 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 be to the use of this truss component. signature must verified 6) Provide adequate drainage to prevent water ponding. on any electronic Copies. 7) All plates are 4x4 MT20 unless otherwise indicated. Joaquin Velez PE No.68182 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MlTek USA, Inc. FL Cart 8634 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 8904 Parke East Blvd. Tampa FL 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 100 lb uplift at joint(s) except Gt=lb) November 18,2021 2=1897,19=4906,14=877. 9 -- WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1111-7473 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 I• 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 ANS11TP/1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply HINKLE SHOP T26021183 77951 GRA HIP GIRDER 2 Job Reference (optional) Unambers 1 russ, hart Fierce, FL - 34952, 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 14:45:46 2021 Page 2 ID:NCgOLlfvfl?v_MtmP3rYoOylKn_ 3zGbvRBrzrEvGFe1 Fok3cu62tD9G?8wCFASGjmylFA3 NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 295 lb down and 436 lb up at 7-0-0, 157 lb down and 209 lb up at 9-0-12, 157 Ib down and 209 Ib up at 11-0-12, 157 lb down and 209 lb up at 13-0-12, 157 lb down and 209 lb up at 15-0-12, 157 lb down and 209 lb up at 17-0-12, 157 Ib down and 209 Ib up at 19-0-12, 157 Ib down and 209 Ib up at 21-0-12, 157 Ib down and 209 Ib up at 23-0-12, 157 Ib down and 209 lb up at 25-0-12, 157 lb down and 209 Ib up at 27-0-12, 157 lbdown and 209 Ib up at 28-11-4, 157 lb down and 209 lb up at 30-11-4, 157 lb down and 209 lb up at 32-11-4, 157 lb down and 209 lb up at 34-11-4, 157 lb down and 209 lb up at 36-11-4, 157 lb down and 209 lb up at 38-11-4, 141 lb down and 224 lb up at 40-11-4, 141 lb down and 224 lb up at 42-11-4, 141 lb down and 224 lb up at 44-11-4, and 141 lb down and 224 lb up at 46-11-4, and 273 lb down and 451 lb up at 49-0-0 on top chord, and 273 lb down and 337 lb up at 7-0-0, 69 lb down at 9-0-12, 69 lb down at 11-0-12, 69 lb down at 13-0-12, 69 lb down at 15-0-12, 69 lb down at 17-0-12, 69 lb down at 19-0-12, 69 lb down at 21-0-12 , 69 lb down at 23-0-12, 69 lb down at 25-0-12, 69 lb down at 27-0-12, 69 lb down at 28-11-4, 69 lb down at 30-11-4, 69 lb down at 32-11-4, 69 lb down at 34-11-4, 69 lb down at 36-11-4, 69 lb down at 38-11-4, 63 lb down and 73 lb up at 40-11-4, 63 lb down and 73 lb up at 42-11-4, 63 lb down and 73 lb up at 44-11-4, and 63 lb down and 73 lb up at 46-114, and 267 lb down and 350 lb up at 48-11-4 on bottom chord. The designtselection 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=70, 3-13=70, 13-15=-70, 28-31=-20 Concentrated Loads (lb) Vert: 3=-248(F) 6=157(F) 13=226(1`) 27=-254(F) 23=-43(F) 7=157(F) 21=-43(F) 8=-157(F) 16=-252(F) 10=157(F) 34=157(F) 36=-157(F) 37=-157(F) 38=157(F) 39=-157(F) 40=157(F) 42=-157(F) 43=-157(F) 44=-157(F) 45=157(F) 46=-157(F) 47=-157(F) 48=135(F) 49=-135(F) 50=-135(F) 52=135(F) 53=-43(F) 54=-43(F) 55=-43(F) 56=-43(F) 57=43(1`) 58=43(F) 59=-43(F) 60=-43(F) 61=-43(F) 62=43(F) 63=43(1`) 64=-43(F) 65=-43(F) 66=-43(F) 67=41(F) 68=-41(F) 69=-41(F) 70=-41(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 � is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p /!Yek° fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply HINKLE SHOP T26021184 77951 J1 JACK -OPEN 8 1 Job Reference o tional Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 14:45:46 2021 Page 1 ID:NCgOLlfvfl7v_MtmP3rYoOylKn_-3zGbvR8rzrEvGFe1 Fok3cu6DODKY7LBCFASGjmylFA3 -2-0-0 1-M 2-0-0 1-0-0 Scale = 1:9.1 1-0-0 1-0-0 Plate Offsets (X,Y)— [2:0-5-2,0-0-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 trial n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=105(LC 12) Max Uplift 3=-66(LC 1), 2=-399(LC 12). 4=-44(LC 1) Max Grav 3=108(LC 12), 2=345(LC 1). 4=71(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=399. 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 MIek USA, Inc. FL'Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: November 18,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall R� AA�i'Pek�a building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/f Quality Cdteda, 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 HINKLE SHOPT26021185 77951 J3 JACK -OPEN NQIFly 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 14:45:48 2021 Page 1 ID: NCgOLlfvfl?v_MtmP3rYoOylKn_-0MOLK695VSUdVYoQMDnXhJBZF1 x?TFgViUxNnYFA1 -2-0-0 3-0-0 2-0-0 3-0-0 Scale = 1:13.3 3-0-0 ' 3-0-0 Plate Offsets (X,Y)-- [2:0-1-0,0-2-4] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.00 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MP Wind(LL) 0.00 10 >999 240 Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-4-10 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=154(LC 12) Max Uplift 4=-49(LC 9), 2=-403(LC 12), 5=-28(LC 9) Max Grav 4=29(LC 3), 2=373(LC 1), 5=28(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-1 to 0-10-15, Interior(1) 0-10-15 to 2-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=403. 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 6904 Parke East Blvd. Tampa FL 33610 Date: November 18,2021 ® WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rP11 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 HINKLE SHOP T26021186 77951 J5 JACK -OPEN 4 1 Job Reference o tional Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 14:45:51 2021 Page 1 ID:NCgOLlfvfl?v_MtmP3rYoOylKn_-Qx4Uy8CzoNsCMOW 1LKEJxp4lE?tgcQxOS910yIFA 2-M 5-M LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defi Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.02 4-7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.03 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FB02020rrP12014 Matrix -MP Wind(LL) 0.02 4-7 >999 240 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=205(LC 12) Max Uplift 3=-110(LC 12), 2=301(LC 12) Max Grav 3=150(LC 1), 2=399(LC 1), 4=75(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:17.4 PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-1 to 0-7-13, Interior(1) 0-7-13 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=110, 2=301. 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 6904 Parke East Blvd. Tampa FL 33610 Date: November 18,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE I011-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply HINKLE SHOP T26021187 77951 J51, JACK -OPEN 4 1 Job Reference (optional) unamoers i ruse, ron vierce, rL - 14StLe, 6.430 s Aug 16 ZU21 M11 eK Industries, Inc. Wed Nov 17 14:45:58 2021 Page 1 ID: NCgOLlfvfl?v_MtmP3rYoOylKr_jH?7QXHMBXkCi5ZLyJyt5QcEs31Qpm9z?l Mv74ylF9t -2-0-0 5-0-0 2-D-0 6-M Scale = 1:17.4 I T 0 5-0-0 Plate Offsets (X,Y)— [2:0-2-4,0-1-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.07 5-10 >876 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.02 5-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -MP Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD . Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-4-11 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=205(LC 12) Max Uplift 4=118(LC 12), 2=436(LC 12), 5=63(LC 9) Max Grav 4=127(LC 1), 2=428(LC 1), 5=65(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-162/376 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-1 to 0-10-15, Interior(1) 0-10-15 to 4-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=118, 2=436. 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 6904 Parke East Blvd. Tampa FL 33610 Date: November 18,2021 ®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 p�• building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek� I always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply HINKLE SHOP T26021188 77951 J7 Jack -Open 34 1 Job Reference (optional) chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 14:46:00 2021 Page 1 ID:NCgOLlfvf1?v_MtmP3rYoOylKn_ fg7trDJdg8?wy0ij3k_LArhYLtzFGgfGTLr?CzyIF9r -2-0-0 7-0-0 2-0-0 7-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.06 4-7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.15 4-7 >548 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP W1nd(LL) 0.09 4-7 >927 240 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=255(LC 12) Max Uplift 3=-177(LC 12), 2=-325(LC 12) Max Grav 3=227(LC 1). 2=480(LC 1), 4=109(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:21.3 PLATES GRIP MT20 244/190 Weight: 34 lb FT = 20% BRACING- . TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl.,.GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-1 to 0-7-13, Interior(1) 0-7-13 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=177, 2=325. 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 MIT& USA, Inc. FL Cart 6834 89D4 Parke East Blvd. Tampa FL 33610 Date: November 18,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. ■■■ Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall tt building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV 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/nolf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite = Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply HINKLE SHOP T26021189 77951 J7P JACK -OPEN 10 1 Jab Reference o tional Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 14:46:02 2021 Page 1 ID:NCgOLlfvfl?v_MtmP3rYoOylKn_-b2EeGvKtCmFeBis6B91 pFGmr7ghfkaBYwfK6GryIF9p -2-0-0 7-0-0 i 2-0-0 I 7-0-0 Scale = 1:21.8 7-0-0 Plate Offsets (X,Y)-- [2:0-1-12,0-1-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.26 5-10 >314 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.09 5-10 >891 240 BCLL 0.0 Rep Stress Incr YES VVB 0.00 Horz(CT) -0.02 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 36 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-5 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-4-12 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=255(LC 12) Max Uplift 4=-195(LC 12), 2=-497(LC 12), 5=-100(LC 9) Max Grav 4=205(LC 1), 2=505(LC 1), 5=103(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-211/662 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-1 to 0-10-15, Interior(1) 0-10-15 to 6-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=195, 2=497. 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: November 18,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE r011-7473 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 verily the applicability of design parameters and property Incorporate this design Into the overall 1lA�e building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing itll 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/TP/t 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 Qty Ply HINKLE SHOP T26021190 77951 KJ7 DIAGONAL HIP GIRDER 4 1 Job Reference (optional) unamoers I russ, tort vierce, FL - 34Ud2, - 8.430 s Aug 16 2021 MTek Industries, Inc. Wed Nov 17 14:46:03 2021 Page 1 I D: N Cq OL Ifvf 1 ?v_Mtm P3rYoOyl Kn_-4 EoOTF LVz3N VpsRlktY2oTJ5N45BTzki9J3goHyl F90 -2-9-15 4-10-14 9-10-1 ' 2-9-15 ' 4-10-14 4-11-3 Scale: 1/2"=1' Id d N 3x4 = 4-10-14 9-10-1 4-10-14 4-11-3 Plate Offsets (X,Y)— [2:0-1-2,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.09 6-7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.07 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 55 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-5-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=253(LC 24) Max Uplift 4=-176(LC 8), 2=556(LC 8), 5=-309(LC 5) Max Grav 4=190(LC 17), 2=631(LC 28), 5=260(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-648/643 BOT CHORD 2-7=-694/577, 6-7=694/577 WEBS 3-6=-610/733 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=45ft; L=24ft; eave=4ff; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) This item has been 4=176, 2=556, 5=309. electronically signed and 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 193 lb down and 165 lb up at sealed b Velez, Joaquin, PE y oa q 1-6-1, 193 lb down and 165 lb up at 1-6-1. 39 lb down and 57 lb up at 4-4-0, 39 lb down and 57 lb up at 4-4-0, and 96 lb down and 138 lb up at 7-1-15, and 96 Ib down and 138 lb up at 7-1-15 on top chord, and 125 lb down and 73 lb up at 1-6-1, 125 lb down and using a Digital Signature. 73 lb up at 1-6-1, 5 lb down and 3 lb up at 4-4-0, 5 lb down and 3 lb up at 4-4-0, and 25 lb down and 13 lb up at 7-1-15, and 25 lb Printed copies of this down and 13 lb up at 7-1-15 on bottom chord. The design/selection of such connection devices) is the responsibility of others. document are not Considered 8) 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 LOAD CASE(S) Standard signature must be verified 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: 1-4=70, 5-8=20 MiTek USA, Inc. FL Cart 6634 Concentrated Loads (lb) 8904 Parke East Blvd. Tampa FL 33610 Vert: 11=136(F=68, B=68) 13=-55(F=-28, B=-28) 14=89(F=44, B=44) 15=4(F=2, B=2) 16=15(F=7, 13=7) Data: November 18,2021 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 Mrrek0 connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �pp�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing eye 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 ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke'East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 . Job Truss Truss Type city Ply HINKLE SHOP T26021191 77951 PBA Piggyback 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982. 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 14:46:04 2021 Page 1 ID:NCgOLlfvfl?y_MtmP3rYoOylKn_ YRMOhbM7kNVM000Ula3HLhrJdUSWCUerOzpDLkyIF9n 2-0-0 4-M 6-M 2-0-0 2-0-0 2-0-0 5.00 12 3x4 = 3x6 = 3x6 = 3x4 = Scale: V=1' Plate Offsets (X,Y)- [3:0-3-0,0-2-41,[4:0-3-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.00 5 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.00 6 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-R Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=3-10-10, 5=3-10-10 Max Horz 2=-19(LC 10) Max Uplift 2=-146(LC 12), 5=146(1_13 12) Max Grav 2=222(LC 1), 5=222(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-333/391, 34=313/370, 4-5=-334/391 BOT CHORD 2-5=-279/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. This Item has been 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) electronically signed and 2=146, s=14s. sealed by Velez, Joaquin, PE 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 8904 Parke East Blvd. Tampa FL 33610 Data,. November 18,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANS11rPl1 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 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. 0-1 16 r 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. O S U EL O I— 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS 8 7 6 5 0 of O 2 U IL O H JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. . Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved all[ 0 MiTek a 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 purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.