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258 Southhall Lane, Suite 200 fiF;�91 D Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES 4LJ July 28, 2021 Building Department Ref: Adams Homes Lot: Lot 29 Blk. 3 Subdivision: Fort Pierce - Waterstone Address: 8323 Almalfi Cir. Model: 2508 CR RHG 3CF KA # 21-6771 Truss Company: Builders First Source Date of drawings: 7/21/21 Job No.: 2819382 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sin` G�e�<e X p j "• • ~ o ? T�T7� 1 : 7/28/2021 7/28/2021 aA'•P Scott Lewkowski, P.E. Luis Pablo Torres, P.E. 126.......••'• FL. #78750 FL. # 87864 N G,P► 0 �®S Engineering Associates, A TSG Company �l111)ll!l1110` "Your Building Code Experts" C under E7 E7 E7 E7 3/12 14-00-00 T 7-00-00 SIMPSON CONNECTOR SCHEDULE ROOF TRUSS QT ID MODEL ROOF UPLIFT SYMBOL 0 M11 LUS24 895 490 LLM 0 A HTU26 3600 1555 ALA 0 B HTU28 4680 12140 ALS 0 C HTU26-2 3600 12175 11 0 D HTU28-2 4680 13485 0 E HGUS26-2 5320 2155 !ME 0 F HGUS28-2 7460 3235 J IF 0 G HGUS26-3 5230 2155 1 LG 0 H HGUS28-3 7460 3235 w 0 J THJA 26 9100 4095 1 w 1 J 32 .3 X 8 NOP 11 11 CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (10. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges WIII Not Ba Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Tnus to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6/12 CEILING PITCH: 3112 TOP CHORD SIZE 2 X 4 BOTTOM CHORD SIZE 2X4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2D20 BEARING HEIGHT SCHEDULE Halch legend �710,Jff MEMM � l Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed withNotations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings dining dtis review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the Project and general compliance with the information given in the contract documents. The Contractor is responsible for confirming and correlating aD quantities and dimensions; selecting fabrication processes and techniques of constroctlon. moniiaating his work with that of all other wades and performing his work in a safe and satisfactory manna IDS ENGINEERING ASSOCIATES �� nS Date: 0728f1021 By. BH/— % Subffitml No.: Project No.: 21-6771 Project EDg.: Carl BroTw l3ajectName: Adams Homes -For Pierce - Naterstone Lot 29 Ph 3 VEFIFY ALL OIMENVONS ArD CEILING COFmITIOFS PMORTO APRIOVAL GOW CPIUNG FRAW40 REOMED IN FIELD BY BUILDER BUILDER: Adams Homes VC1 o 0 o N PROJECT: Single Family MODEL: 2508 CR 3CAR ADDRESS: 8323 AMALFI CIR 1 LOT I BLOCK, 29 PH 3 SUBDIVISION: WATERSTONE IO CITY: FORT PIERCE DRAWN BY: KSANCHEZ )9 JOB t- : 2819382 C DATE 10711512021 SCALE: I NTS PLAN DATE: 1 2021 'C REVISIONS: 1. C 2 3. )5 4. MAm INI FORCE RESISTBw SYSTEL HYBRID wnm ASM-19 IMPORTANT ENCLOSED EXPOSURE CATEGORY OCCUPANcr CATEGORY a This Drawing Must Be Approved And YANG WIND LOAD IPORA CE Returned Before Fabrication Will R TUSSESS HAVE BEEN DESIGNED FOR A 1a0 PSF GOTrOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURRENT VVDH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To APOf Plan. iW ROOF LOADING FLOOR LOADING BELOINDICATES SIGNATURE BELOATES ALL NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL• 07 PSF TCDL: 10 PSF BCDL• 10 PSF BCDL: 6 PSF By Date TOTAL, 37 PSF TOTAL: 66 PSF DURATION: 1.26 DURATION: 1.00 4408 Airport Road Plant City, FL 33663 Ph.(813) 305-130D Fax (813) 306-1301 MiTek® RE: 2819382 MiTek USA, Inc. 2508 CR 3CAR BLK NO HS 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes Port St Lucie Project Name: 2819382 Lot/Block: 29 PH3 Model: 2508 CR 3CAR Address: 8323 AMALFI CIR Subdivision: WATERSTONE City: Fort Pierce State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 46 individual, dated 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T24700271 A01 7/21/2021 21 T24700291 B04 7/21/2021 2 T24700272 AOlA 7/21/2021 22 T24700292 B05 7/21/2021 3 T24700273 AO1B 7/21/2021 23 T24700293 B06C 7/21/2021 4 T24700274 A02 7/21/2021 24 T24700294 B07C 7/21/2021 5 T24700275 A03 7/21/2021 25 T24700295 B08C 7/21/2021 6 T24700276 A04 7/21/2021 26 T24700296 B09 7/21/2021 7 T24700277 A05 7/21/2021 27 T24700297 B10 7/21/2021 8 T24700278 A06 7/21/2021 28 T24700298 B11 7/21/2021 9 T24700279 A07C 7/21/2021 29 T24700299 B12 7/21/2021 10 T24700280 A08C 7/21/2021 30 T24700300 Cl 7/21/2021 11 T24700281 A09C 7/21/2021 31 T24700301 C3 7/21/2021 12 T24700282 A10 7/21/2021 32 T24700302 C5 7/21/2021 13 T24700283 All 7/21/2021 33 T24700303 DO1 7/21/2021 14 T24700284 Al2 7/21/2021 34 T24700304 D01S 7/21/2021 15 T24700285 A13 7/21/2021 35 T24700305 D02 7/21/2021 16 T24700286 A14C 7/21/2021 36 T24700306 E7 7/21/2021 17 T24700287 A15 7/21/2021 37 T24700307 E7V 7/21/2021 18 T24700288 A16 7/21/2021 38 T24700308 E7VA 7/21/2021 19 T24700289 A17 7/21/2021 39 T24700309 E7VB 7/21/2021 20 T24700290 B03 7/21/2021 40 T24700310 E7VC 7/21/2021 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). PQUIN Truss Design Engineer's Name: Velez, Joaquin ,��� ���� �� ••� G E IV S •• �� ��i� My license renewal date for the state of Florida is February 28, 2023. F•'•.• '� Florida COA: 6634 No 6 182oo IMPORTANT NOTE: The seal on these truss component designs is a certification * ;• that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/fPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were '. ST O F given to MiTek. Any project specific information included is for MiTek ��� •• ,c ��'��'•. P •`�_,. customers file reference purpose only, and was not taken into account in the preparation of O Ft t p ' these designs. MiTek has not independently verified the applicability of the design ��� tss • • ...... parametersfor gn parametersrticular iand building.Before ver Uthese ��4/�11111111011N A rly incorporate a ehe fy applicability of desins designs into the overall building design per ANSI/TPI 1, Chapter 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL.33610 nafa• July 21, 2021 1 of 2 Velez, Joaquin RE: 2819382 - 2508 CR 3CAR BLK NO HS Site Information: Project Customer: Adams Homes Port St Lucie Lot/Block: 29 PH3 Address: 8323 AMALFI CIR City, County: Fort Pierce No. Seal# Truss Name Date 41 T24700311 F01 7/21/2021 42 T24700312 H7 7/21/2021 43 T24700313 H 17 7/21/2021 44 T24700314 PB1 7/21/2021 45 T24700315 PB2 7/21/2021 46 T24700316 PB3 7/21/2021 Project Name: 2819382 Subdivision: WATERSTONE ►X.iO State: FL Job Truss Truss Type ! '► Qty Ply 2508 CR 3CAR BLK NO HS T24700271 2819382 A01 SPECIAL 5 1 Job Reference (optional) Builders rlrstSource (Plant City, FL), Plant City, FL - 3356/, 8.430 s Jun 2 2021 wrr t eK Industries, Inu. 1 nU Jul 15 15;30'34 2021 rdye i ID:71YDfItmYJ1 NmupVDA3te2z4H2S-JEsgnKH6lQaMjlmNB?Q3N7b)dc9oQnj7iH7DpuyxnCJ t1-4-p 5-3-0 8-10-8 14-11-8 i 21-0-0 i 25-4-o i 29-8-0 l 35-8-8 — 41-10-15 46-7-4 48-0-0 -4- 5-3-6 3-7-8 6-14-4-0 6-0-8 6-2-7 Scale = 1:90.1 • 5x6 = 3x6 = 5x6 = 6.00 12 6 31 732 3334 g 3x6 i 30 35 3x6 5 9 5x6 5- 5x6 `9 0 4 10 ST1.5x8 STP= b 3x6 i 36 ST1.5x8 STP = 3 29 m 11 Iv 8-10- 19 12 0 0 O 1 2 3x4 = 18 38 39 17 16 40 41 15 14 42 43 13 9 ICU 20 3x6 = 3x8 = 3x8 = 3x8 = 4x8 = 3x6 = 4x6 = 22 21 4x6 = 2x4 II 6x8 = 5.3-0 8-8-0 8- -812-0-0 21-0-0 29-8-0 38-7-11 46-7-0 5�-0 3-5-0 0- -8 3-1-12 8-11-12 8-8-0- 8-11.11 7-11-9 Plate Offsets (X,Y)--[4:0-3-0,0-3-01,[6:0-3-0,0-2-01,[8:0-3-0,0-2-01,110:0-3-0,0-3-01,[21:0-3-8,0-3-01 LOADING (ps0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.28 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.50 13-15 >907 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight:271 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2 *Except* 2-0-0 oc pudins (4-3-0 max.): 6-8. 4-21: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 3-9-0 oc bracing: 19-21 WEBS 1 Row at midpt 7-16, 7-15, 9-15 REACTIONS. (size) 2=0-8-0, 11=0-7-4, 21=0-3-8 Max Horz 2=419(LC 11) Max Uplift 2= 492(LC 12), 11= 911(LC 12), 21=-1146(LC 12) Max Grav 2=367(LC 23), 11=1778(LC 18), 21=2134(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-366/761, 3-4=-310/417, 4-5=-1385/843, 5-6=-1837/1250, 6-7=-1583/1214, 7-8=-1878/1327, 8-9=-2133/1362, 9-10=-3023/1620, 10-11=-3266/1758 BOT CHORD 2-22=-644/251, 21-22=-644/251, 19-21=-1949/939, 4-19=-1946/916, 16.18=-696/1623, 15-16=-712/1787, 13-15=-1133/2318, 11-13=-1452/2869 WEBS 4-18=-596/1610, 5-16=-17/251, 6-16=-228/615, 7-16=-449/289, 8-15=-283/664, 9-15=-784/566, 9-13=-91/585, 10-13=-337/344, 5-18=-779/542, 3-22=-547/217, • 3-21=-402/888 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -14-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Extedor(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to-48-0-0 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=492, 11=911, 21=1146. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. /111111l1!! .`��� PQU I N •'LENS <'�'.� No 68182 + S OF <C/� i ON AL ��,��• tlnnll Joaquin Velez PE No;68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII 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 [ r Qty Ply 2508 CR 3CAR BLK NO HS T24700272 2819382 A01A SPECIAL 1 1 Job Reference (optional) s Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:30:36 2021 Page 1 ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-Gc_QC?JMgl g4ycwmGQSXTYgHzQuDujfQ9bcKunyxnCH 1-4- 6-1-8 7 2-1 9-7-11 14-11-8 21-0-0 25.4.0 29-8.0 35-8-8 %1'0-15 46-7-4 8-0- -4- 6-1-8 -1 2-4-15 5-3-12 6-0.8 4-4-0 4-4-0 6-0-8 6-2-7 4-8-5 -4-1 5x6 = 6.00 F12 3x6 = 5x6 = 933 3435 10 Scale = 1:90.1 3x6 31 36 3x6 7 11 5x8 i 6 5x6 m 5 3x4 11 12 ST1.5x8 STP = o 0 2x4 37 4 ST1.5xB STP = 3 13 930 to 1 14 0 m 1 2 4x6 = 20 39 40 19 18 41 42 17 16 43 44 15 IN C 38 22 3x6 = 4x8 = 3x8 = 3x8 = 4x8 = 3x6 = 4x6 = 23 4x6 = 6x6 = 7-2-12 i 6-1-8 6-a-8 12-1-7 21-0-0 i 29-8-0 38-7-11 46.7-4 r 6-1-8 0-9-0 4-10-11 8-10-9 8.8-0 8-11-11 7-11-9 0-11-4 Plate Offsets (X,Y)-- [8:0-3-0,0-2-01, [10:0-3-0,0-2-01, [12:0-3-0,0-3-01, [23:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.63 Vert(LL) -0.30 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.52 15-17 >931 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(CT) 0.12 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 270 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2 *Except* 2-0-0 oc pudins (4-0-4 max.): 8-10. 4-23: 2x4 SP No.3, 13-16,16-19: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 3-8-0 oc bracing: 21-23 WEBS 1 Row at midpt 7-18, 9-18, 9-17, 11-17, 6-21 REACTIONS. (size) 2=0-8-0, 13=0-7-4, 23=0-4-0 Max Horz 2=419(LC 11) Max Uplift 2=-379(LC 12), 13=-968(LC 12), 23=-1082(LC 12) Max Grav 2=275(LC 21), 13=1881(LC 18), 23=2170(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/402, 3-4=-301/458, 4-6=-215/344, 6-7=-2494/1501, 7-8=-2223/1472, 8-9=-1949/1420, 9-10=-2084/1462, 10-11=-2362/1515, 11-12=-3249/1770, 12-13=-3485/1901 BOT CHORD 2-23=-376/122, 21-23— 2052/907, 4-21=-266/201, 20-21 =-1 035/2162, 18-20=-1086/2397, 17-18=-881/2123, 15-17=-1266/2521, 13-15=-1578/3063 WEBS 7-18=-416/405, 8-18=-323/768, 9-18=-343/212, 10-17=-349/783, 11-17=-782/563, 11-15=-93/584,12-15=-329/340,3-23=-169/344,6-20=0/394,6-21=-2730/1189 NOTES- P.QV I N 1) Unbalanced roof live loads have been considered for this design. `,��� ,0 • • GE ........ .. N S •. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.� ,�� �`'•,•• II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Extedor(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C No 68182 •; 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. ='0 4) Provide adequate drainage to prevent water ponding. • :• ST OF : 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��/` O 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 • Q. will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 't—Ib i . 4 �,.• \ • 0 7) Provide mechanical connection b others) of truss to bearing plate capable ofwithstanding 100 lb uplift at'oint s except (Y 9 P 1 () P (1— ) •R 2=379, 13=968, 23=1082. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum �I/.� { {{t�� sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MTTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and 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 1 Qty Ply 2508 CR 3CAR BLK NO HS T24700273 2819382 A61B HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:30:38 2u21 rage 1 I D:YuAUBc6P W Cx6RhnN P_DwTzU6L_-CO6BdhKcLe4oCw49NrU7Yz]eQDXdM W 7jdv5RzfyxnCF i1-4-0 4-3.6 8.0-5 14-6-3 21.0-0 25-4-0 29-B-0 35-1-14 _ 40-7-11 46-7-4 46-0-Q 4- 4.3.6 3-8-15 6-5-13 6-5-13 4-4-0 4-4-0 5-5-14 5-5-14 5-11-9 1-4-12 5x6 = 6.00 F12 3x6 5 27 3x6 = 5x6 = 72931 8 3x6 9 Scale = 1:89.8 5x6 i 5x6 CO 10 0 ST1.5x8 STP= o 4 3x6 i 32 3 26 11 10 19 12 O co 1 2 4x12 = 18 17 16 33 34 15 14 35 36 13 0 IN 0 318 — 3x8 = 3x8 = 3x6 = 4x6 = 20 ST1.5x8 STP = 3x8 = 4x8 = 6x8 = 4x6 = 14-63 8-5 0 2-198.0 37-10-12 46-7-4 -5--7766-5 63 6 8-2-12 8-8.8 Plate Offsets (X Y)-- [4:0-3-0,0-3-0] [6:0-3-0,0-2-01, [8:0-3-0,0-2-01, [10:0-3-0,0-3-0], [18:0-3-8,0-1-8], [20:Edge,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0. Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.27 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.45 15-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -AS Weight: 281 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2 `Except' 2-0-0 oc purlins (4-3-0 max.): 6-8. 2-20: 2x6 SP No.2, 4-20: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 5-17, 7-17, 7-15 REACTIONS. (size) 2=0-8-0, 20=0-5-0, 11=0-7-4 Max Horz 2=419(LC 11) Max Uplift 2=-223(LC 12), 20=-103B(LC 12), 11=-915(LC 12) Max Grav 2=273(LC 21), 20=2314(LC 17), 11=1781(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-209/291, 3-4=-274/753, 4-5=-1799/1073, 5-6=-1860/1203, 6-7=-1612/1179, 7-8= 1884/1271, 8-9=-2132/1321, 9-10=-2974/1592, 10-11=-316B/1666 BOT CHORD 19-20=-2133/1135, 4-19=-2017/1170, 18-19=-471/285, 17-18=-664/1772, 15-17=-680/1834, 13-1 5=-1 045/2267, 11-13=-1347/2777 WEBS 3-19=-602/347, 4-18=-994/2066, 5-18=-395/377, 6-17=-219/607, 7-17=-453/266, 8-15=-299/681, 9-15=-758/537, 9-13=-165/640, 10-13=-347/343 AOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-CExterior(2E) -1-4-0 to 2-8-0, Interior(i) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 26-7-14, Interior(1) 26-7-14 to29-8-0, Exterior(2R) 29-8-0 to 35-1-14, Interior(1) 35-1-14 to 48-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rein loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=223, 20=1038, 11=915. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. ��.• PptUIN VF< •,,� • No 68182 �•' ST OF .�14/ 000 4/ /1.1,11.111 Joaquin Velez PE,No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 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 t ! Qty Ply 2508 CR 3CAR BLK NO HS T24700274 28193B2 A02 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:30:39 2021 Page 1 ID:?l YDfltmYJ 1 NmupVDA3te2z4H2S-gCgZgl LF6yDfp3eLxY?E4Blifduh53NtrZq_V6yxnCE 1-4- 5-7-6 8-11-0 12-1-5 21-0-0 23-10-11 29-8-0 38-6-11 45-7-8 4- 5-7-6 3-3-10 3-2-5 8-10.11 2-10-11 5-9-6 B-10-11 7.0-13 6.00 12 uc 19 0 ST1.5x8 STP = Bx10 = 4x6 = 8-8-0 5x8 = 2x4 II 7x10 = 7 2829 8 35-4-2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TIC 0.98 BC 0.89 WB 0.56 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/dell Ud -0.55 12-14 >801 240 -0.89 12-14 >499 180 0.09 11 n/a n/a PLATES MT20 Weight:261 lb LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 6-8,1-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP M 31 'Except` 4-2-0 oc bracing: 17-19 2-18: 2x6 SP No.2, 4-19: 2x4 SP No.2, 11-13: 2x4 SP No.1 WEBS 1 Row at midpt 5-17, 6-16, 7-14, 8-14 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 2=0-8-0, 11=0-3-0, 19=0-3-8 Max Horz 2=405(LC 11) Max Uplift 2=-487(LC 12), 11=-772(LC 12), 19= 1133(LC 12) Max Gram 2=394(LC 23), 11=1666(LC 18), 19=2079(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/534, 3-4=-210/420, 4-5=-180/426, 5-6=-1700/1243, 6-7=-1718/1281, 7-8=-1718/1281, 8-9=-2524/1502, 9-11=-2714/1570 BOT CHORD 2-19=-530/194, 17-19— 1861/765, 16-17=-816/1276, 14-16=-736/1629, 12-14=-797/1652, 11-12=-1260/2332 VEBS 5-17— 2175/1060, 5-16=0/547, 6-14=-142/698, 8-12=-274/839, 9-12=-383/497, 3-19=-293/451 NOTES- 1) Unbalanced roof live loads have been considered for this design. 'e) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except jjt=1b) 2=487, 11=772, 19=1133. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Scale=1:85.2 GRIP 244/190 FT = 20% �1111111//1j .0 PpU 1 N N g No 68182 r r •. 4U �0:• ST OF < O R N,.. I/111111 Joaquin Velez PE No.68182 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTP/r 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 l r City Ply 2508 CR 3CAR BLK NO HS T24700275 2819382 A03 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:30:41 2021 Page 1 ID:71 YDfltmYJ 1 NmupVDA3te2z4H2S-canJFjNVeZTN3Nok2z2iAcN5yRZ_ZzY9JtJ5Z_yxnCC 1-4- 5-2-5 8-11-0 13-2-15 19.0-0 24-7- 33 31-8-0 37-5-1 45-7-8 4- 5-2-5 3-8.11 4-3-15 5-9-1 5-7-13 7-0-3 5-9-1 8-2-7 Scale = 1:85.1 6.00 12 5x6 = 6 28 ST1.5x8 STP = 7x8 = 4x6 = 2x4 11 5x6 = 2930 7 31 8 8-8-0 8- -0 15.E-15 25-4-0 35-1-2 45-7-8 8-8.0 0- -0 6-7-15 9-9.1 9-9-1 10-6-7 Plate Offsets (X,Y)--[5:0-2-12,0-3-0l,[6:0-3-0,0-2-01,[8:0-4-0,0-2-81,[1 1:0-6-0,0-0-61,[19:0-3-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(ILL) 0.19 19-25 >558 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.66 12-14 >676 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 258 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 8-11: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.1 'Except' 2-18,4-19: 2x6 SP No.2 WEBS WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=364(LC 11) Max Uplift 11=-768(LC 12), 2=-460(LC 12), 19=-1159(LC 12) Max Grav 11=1648(LC 18), 2=356(LC 23), 19=2098(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-197/548, 3-4=-1 17/417,4-5=-41/436, 5-6— 1673/1216, 6-7— 1947/1382, 7-8=-1947/1382, 8-9=-2475/1518, 9-11=-2611/1501 BOT CHORD 2-19=-556/152, 17-19=-1910/823, 16-17=-783/1313, 14-16=-760/1591, 12-14=-876/1769, 11-12=-1175/2225 ts(EBS 5-17=-2189/972, 5-16=0/542, 6-14=-303/820, 7-14— 379/391, 8-14=-119/329, 8-12=-268/746,9-12=-322/429,3-19=-274/416 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 5-2-0 oc bracing: 17-19 1 Row at midpt 5-17, 6-16 NOTES- 1) Unbalanced roof live loads have been considered for this design. Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C=C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Extedor(2R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Extedor(2R) 31-8-0 to 35-8-0, Intedor(1) 35-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=768, 2=460, 19=1159. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,`��1�► a ulll���� PpUIN VFW �•. .� Is LENS. F�,� No 68182 �-10 �► i -�3 :. S c : ��/` /O N AX- E��`�• I/111111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 r City Ply 2508 CR 3CAR BLK NO HIS T24700276 2819382 A04 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:30:42 2021 Page 1 I D:71 YDfItmYJ1 NmupVDA3te2z4H2S-4nLhT3N7PtbEgXNwchZldpwHYrv41SOJXX3f6RyxnCB L-4-Q 6-1-8 8.11-0 , 12-6-5 17-0-0 22-2-12 28-5-4 33-8-0 38.3-8 45-7-8 -4- 6-1-13 2-9.8 3-7-5 4.5-11 5.2-12 6-2-8 5.2-12 4-7-7 7-4-0 g O ST1.5x8 STP = 4x6 = 21 <V 7x8 = 6.00 12 5x6 = _ 3x6 = 5x6 = 5x6 = 6 30 7 3132 8 33. 934 35 17-0-0 8-4.0 4x8 = 1 Scale = 1:84.9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020[TP12014 CSI. TC 0.75 BC 0.91 WB 0.44 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) 0.20 21-27 >511 240 Vert(CT) -0.42 14-16 >999 180 Horz(CT) 0.10 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 265 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 9-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 5-2-0 oc bracing: 19-21 2-20,4-21: 2x6 SP No.2, 12-15: 2x4 SP No.1 WEBS 1 Row at midpt 5-19, 7-18, 8-14 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 12=0-3-0, 2=0-8-0, 21=0-3-8 Max Horz 2=322(LC 11) Max Uplift 12=-769(LC 12), 2= 465(LC 12), 21=-1153(LC 12) Max Grav 12=1616(LC 18), 2=335(LC 21), 21=2081(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 116/498, 3-4=-21/405, 4-5=0/442, 5-6=-1687/1220, 6-7=-1484/1169, 7-8=-2165/1461, 8-9=-2019/1368, 9-10=-2264/1437, 10-12=-2565/1491 BOT CHORD 2-21=-482/69, 19-21=-1843/754, 18-19=-760/1150, 16-18=-1042/2014, 14-16= 1130/2126, 13-14=-1174/2186, 12-13=-1174/2186 WEBS 5-19— 2062/941, 5-18=-60/637, 6-18=-236/557, 7-18=-855/482, 7-16=-47/443, 8-14=-425/285, 9-14=-341/740, 10-14=-367/315, 3-21=-266/390 IN NOTES- Unbalanced roof live loads have been considered for this design. �%� •E N '�\C' S'F'.• 4) � 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. :� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2R) NO 68182 •� 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Exterior(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 45-7-8 zone; porch left exposed;C-C * y\ 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 = .d to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. �, ST O F 44/ 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ".0 JC` Q' . 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all 3-6-0 tall by 2-0-0 ��♦ �� ••. V,`•'• \ areas where a rectangle wide Q R \ ��� ' • will fit between the bottom chord and any other members, with BCDL = 10.Opsf. �j� l�s • * • • • • • \ �% 7) Provide 2465mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ..; , 1O N A� E �0" 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��" a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type r Cty Ply 2508 CR 3CAR BLK NO HS T24700277 2819382 A05 SPECIAL 1 1 Job Reference (optional) tduuaers rlrsibource trlani ia1y, t-Lf, rlant LIry, rL- ddotir, n.4du s uun z zuzl MI I eK mauslnes, Inc. I nu,Iul io 1o:,ju:44 zuzi rage t ID:?i YDfitmYJ1 NmupVDA3te2z4H2S-19TStkPNxUrxwrXlk6bPnE?e_eZImFOc?rYlAJyxnC9 t1.4-Q 5-8-2 8-11-8 , 15-0-0 21-10-7 29-4.4 35-8.0 40-11-3 45-7-8 4- 5-8.2 3-3.6 6-0-8 6.10.7 7-5-13 6-3-12 5.3-2 4-8-5 1 2 - do ST1.5x8 STP = 4x6 = 6.00 12 5x8 = 5x6 = 3x6 = 5x6 = 5 28 29 6 30 7 31 32 8 19 18 7x8 = 16 15 3x6 = 4x8 = 14 3x6 = 9-2-10 19-2-4 13 12 4x8 = 3x8 = 9-11-8 Scale = 1:84.9 r7 0 11 n n I! O O IN . LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPl2014 CSI. TIC 0.69 BC 0.99 WB 0.89 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud -0.27 12-14 >999 240 -0.46 12-14 >970 180 0.09 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 250 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 15-17: 2x4 SP No.2, 11-13,13-15: 2x4 SP No.1 5-3-0 oc bracing: 17-19 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 7-12 SLIDER Right 2x6 SP M 26 2-6-0 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=281(LC 11) Max Uplift 11=-767(LC 12), 2= 459(LC 12), 19=-1160(LC 12) Max Grav 11=1610(LC 18), 2=353(LC 23), 19=2050(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-172/505, 3-4=-13/373, 4-5=-46/504, 5-6=-1782/1240, 6-7=-2596/1613, 7-8=-2167/1386, 8-9=-2410/1437, 9-11= 2545/1542 BOT CHORD 2-19=-493/123, 17-19=-1841/807, 4-17=-351/371, 16-17=-772/1462, 14-16=-1249/2345, 12-14=-1350/2500, 11-12=-1240/2180 WEBS 5-17— 2027l776, 5-16=-354/1117, 6-16= 876/578, 6-14=-45/418, 7-12=-666/415, a 8-12=-249/742, 3-19=-260/382 NOTES- 1) Unbalanced roof live loads have been for this design. ,��auIN VF���♦jI •••• F� ♦♦ considered Wind: ASCE 7-16; Vult=160mph (3-second Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. E N � `SAC`'•,• ♦♦♦♦ 1^) gust) ,••�,� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -14-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2R) 35-8-0 to'39-8-0, Interior(1) 39-8-0 to 45-7-8 zone; porch left exposed;C-C NO 68182 •� for members and forces & MW5RS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 * �• jt 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. + .9 4) Provide adequate drainage to prevent water ponding. ., 0 �• $ O F : 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��� O 6) • This truss has been designed for a jive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ♦'., �`� Q. ,• \_,�� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ♦ 0 R � O ♦♦I♦ ss • • • • • C-> 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) • • • ` 11=7 This truss ���� ;� N A� ���� 8) design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type r " City Ply 2508 CR 3CAR BLK NO HS T24700278 2B19362 A06 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. I hu Jul 15 15:3U:45 2021 Nage 1 ID:? 1 YDfltmYJ1 NmupVDA3te2z4H2S-VM1 g540?iozoY_6VHp6eKSYg62yrVhxl EVHJilyxnCB 1-4- 13-0-0 21-0-0 29-0-0 37-0-0 37- -0 42-0-0 46-1-5 50-8.0 2-0- 4- 6-9-4 6-2-12 8-0-0 8-0-0 4-4-0 4-1-5 4-6-11 4- m 6 ST1.5x8 STP= 27 6.00 12 5x8 = 5x6 = 5x8 = 3x4 11 4 29 a 30 31 ° 32 r 8 20 19 -- 18 17 5x6 = 16 10 Scale: 1/8"=l' 1. ST1.5x8STP= 34 ° 6 11 12 iv c< 0 0 4x6 = 2x4 11 5x6 = 5x8 = 3x6 = 5x6 11 4x6 3.00112 6-9-4 13.0-0 21-0-0 29.0-0 36-11-12 37-p-0 42-0-0 50-8-0 6-9-4 6-2-12 8-0-0 B. 7-11-12 0- -4 5-0-0 8-8.0 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [4:0-5-8,0-2-4], [5:0-3-0,0-3-4], [6:0-4-0,0-3-0], [8:0-3-0,0-2-0], [9:0-3-0,0-3-0], [11:0-0-14,Edge], [14:0-2-8,0-2-12], [18:0-4-0,0-3-0], [19:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.22 18-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.38 18-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.08 16 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 296 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 7-16: 2x6 SP No.2 4-7-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-18, 6-18, 6-14 REACTIONS. (size) 2=0-8-0, 16=0-3-8, 11=0-8-0 Max Horz 2=-295(LC 10) Max Uplift 2=-815(LC 12), 16=-1275(LC 12), 11=-246(LC 12) Max Grav 2=1586(LC 17), 16=2618(LC 18), 11=379(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2779/1415, 3-4=-2153/1190, 4-5=-1828/1140, 5-6— 1828/1140, 6-7=-407/996, 7-8=-450/1024, 8-9=-508/1066, 9-10=-354/579, 10-11=-363/294 BOT CHORD 2-20=-1086/2644, 19-20=-1087/2638, 18-19=-659/2005, 17-18=-218/1039, 14-16=-2477/1437, 7-14=-366/385, 13-14=-480/601, 11-13=-256/349 WEBS 3-20=0/255, 3-19=-727/493, 4-19=-154/649, 5-18=-467/483, 6-18=-612/1171, 14-17=-269/1034, 6-14=-2211/1239, 8-14=-517/308, 9-14=-695/379, 9-13=0/352, 10-13=-658/527 ,,��� PQv I N NOTES- . 4) Unbalanced roof live loads have been considered for this design. `�� , •. Ci E IV S4�1..� 0 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Extedor(2R) • • NO 68182 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 37-8-0, Exterior(2R) 37-8-0 to 43-3-14, Interior(1) 43-3-14 to 52-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. $ F 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i� ,n'.•r<`� O Q. ,• \_,�� 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 Q4R 1 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 00i s Q� �� 7) capacity ngt jointnsng 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify S� ��I�Q N A 00 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Joaquin Velez PE No.68162 2=815, 16=1275, 11=246. MiTek USA, Inc. FL Cert 6634 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: July 16,2021 ® 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 ANSYTPI1 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 r ' Qty Ply 2508 CR 3CAR BLK NO HS T24700279 2819382 A07C SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:30:47 2021 Page 1 ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-Rk9aWmRGEPDWnIGtPE96PtdA2sfnza42homPneyxnC6 1-4- 6-4-4 11-0-0 15-10-13 19. 23-11-8 32-0-2 42-0.0 45-10-12 50-8-0 4- 6-4-4 4-7-12 4-10-13 3-5-12 4.6-15 8-0-10 9-11-14 3-10-12 6xe = 4x4 = 6.00 12 4 275 a 6 7x8 = 6 28 Scale = 1:93.9 4x4 = 7x8 — 2x4 11 4x4 = 3x4 11 7 8 29 9 10 30 31 11 0 0 N 21 20 19 32 33 18 34 17 16 35 36 15 12 4x6 = 2x4 II 3x8 = 3x6 = 4x8 = 3x6 = 6x8 = ST1.5x8 STP = 4x8 = 3.00 12 3x6 zZ 6-4-4 11-0-0 19-4-9 28.6-7 36-10-0 36-11-0 42-0-0 50-No 66 4-4 4-7-12 8-4-9 9-1-14 8-3-9 0- -0 5-1-0 8-8.0 Plate Offsets (X Y)-- [4:0-4-0,0-1-151, [6:0-4-0,0-4-81, [8:04-0,0-4-81, [15:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.23 18-20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.41 18-20 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.12 15 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 315lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 'Except' 5-3-0 oc bracing: 14-15 8-15: 2x4 SP No.3, 15-17,17-19: 2x4 SP No.1 WEBS 1 Row at midpt 7-15 WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 15=0-3-8, 2=0-8-0 Max Horz 2=400(LC 12) Max Uplift 12=-279(LC 9), 15=-1127(LC 12), 2=-844(LC 12) Max Grav 12=514(LC 18), 15=2179(LC 17), 2=1688(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3022/1525, 3-4=-2551/1365, 4-5=-2276/1306, 5-6=-2625/1366, 6-7=-1782/854, 8-9= 471/228, 9-1 0=-465/21 8 BOT CHORD 14-f5= 734/464, 8-14= 655/479, 12-13=-239/364, 2-21=-1641/2729, 20-21=-1641/2729, 18-20=-1484/2594, 16-18=-1303/2370, 15-16=-581/1100 WEBS 3-20=-578/417, 4-20=-351/933, 5-20= 590/309, 6-18=-99/397, 6-16=-917/699, r. 7-16=-509/1272, 7-15=-1740/997, 8-13=-350/645, 10-12=-455/355 NOTES- PQV I N 1) Unbalanced roof live loads have been considered for this design. ��, ,; •E N ' • �� 0) Wind: ASCE 7-16; Vult=i60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. �% •\,\Ci S�`'•,• oo II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-0-0, Interior(1) 15-0-0 to 50-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 NO 68182 plate grip DOL=1.60 yt 1k 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. �� • �: lem 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �O STTO OF 6) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ✓� �`� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. � 3 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify .#capacity of bearing surface. j ss/' • • • • • • 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ,��01 N A, ,, 12=279, 15=1127, 2=844. Joaquin Velez PE No.68182 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapserwith possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and thus systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ' Qty Ply 2508 CR 3CAR BLK NO HS T24700280 2819382 A08C SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. I hu Jul 15 15:3U:48 2021 rage 1 ID:?i YDfltmYJ1 NmupVDA3te2z4H2S-vxjyj6Su?j LN PSg4zxgLy4AKPFy7i4rBwSWzJ4yxnC5 18-8-1 -0-0 16-0-11 164-0 23-0-0 29-11-5 37-0-0 42-0-0 46-5-4 50-e-0 2-8-12 7-0-11 0- -5 4-3-15 6-11-5 7-0-11 5-0-0 4-5-4 4-2-12 2-4-1 Scale=1:93.9 6.00 12 6x8 = 4x4 7x8 = 4x4 7x8 = 2x4 11 4x4 = 3x4 11 = = 4 27 28 5 6 29 30 7 8 31 9 10 32 11 21 20 19 18 17 16 15 12 4x6 = 3x8 = 4x8 = 3x6 = 3x6 = 6x8 = 3.00 L12 ST1.5x8 STP = 4x8 = 3x6 zz 9-0.0 9-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.29 19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.46 19-21 >959 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(CT) 0.13 16 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -AS Weight: -298lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 4-8-0 oc bracing: 14-16 2-20: 2x4 SP No.1, 8-16: 2x4 SP No.3 WEBS 1 Row at midpt 5-21, 7-16 WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 2=0-8-0, 16=0-3-8 Max Horz 2=338(LC 12) Max Uplift 12= 266(LC 9), 2=-849(LC 12), 16=-1132(LC 12) Max Grav 12=460(LC 22), 2=1419(LC 1), 16=1941(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2518/1551, 3-4=-2323/1459, 4-5=-206B/1358, 5-6=-2727/1642, 6-7=-2038/1140, 8-9=-534/267, 9-10=-524/253 BOT CHORD 2-21— 1599/2211, 19-21=-1753/2724, 18-19=-1566/2566, 16-18=-947/1607, 14-16=-777/545, 8-14=-725/556, 12-13=-265/381 WEBS 3-21=-302/372, 4-21=-401/810, 5-21=-862/485, 6-19=-110/272, 6-18=-760/612, * 7-18= 385/855, 10-13= 9/292, 10-12=-492/383, 8-13=-408/679, 7-16=-1970/1262 NOTES- 1) Unbalanced roof live loads have been considered for this design. F) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 50-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=26612=849, 16=1132. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 0 0 N ,%�,,� Pp,U I N J� G•E N,9 No 68182 r • S OF III 8,0 N A- Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verity 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 MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, enaction 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 2508 CR 3CAR BLK NO HS T24700281 28193B2 A09C SPECIAL 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:30:50 2021 Page 1 ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-rJq[8oU8XKb5em_S4Mipl VFgb3fWA_4UNm?40zyxnC3 17-0-9 r1-0-0 7-0-0 12-1-2 16-0-0 16rq-0, 21-11-0 26-10.7 31-9-13 37-0-0 40.0-12 43-5 0 46-Us , 50.9-0 , 1.4-0 7-0-0 5-1-2 3-10.14 0- 0 4-1017 4-11-7 4-11-7 5-2-3 �8-0.12 3-0-4 3-3-5 3-11-11 0-6-9 Scale = 1:93.9 6.00 F12 6x8 = 44, = 7x8 = 48 = 4x4 = 7x8 = 4x6 = 7x8 = 2x4 11 44 —_ 3x4 11 3 284 5 6 29 30 7 8 9 31 10 11 12 32 13 Ir 25 24 23 22 21 20 19 18 17 14 ST1.5x8 STP = 4x4 = 4x4 = 6x8 = 2x4 II 7x8 = 4x4 = 7x8 = ST1.5x8 STP = 3.00 12 4x6 = 4x4 = 3x6 17-0-9 W7-0-0 12-1-2 16-0-0 16r4-021-11-0 26-10-7 31-913 , 36-10-0 37ip-0 C15.-0 50.e-0 . 5-1-2 3-10-14 0- 0 4-10-7 4-11-7 4-11-7 5-0-3 0- -0 6-5-0 7-1" Plate Offsets (X Y)-- [3:0-4-0 0-1-15] [5:0-4-0 0-4-8] [8:0-4-0 0-4-8] [10:0-4-0 0-4-8][18:0-4-0,0-4-121,[20:0-4-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.41 22 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.42 21-22 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.75 Horz(CT) 0.11 18 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 670lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 "Except' TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc puffins, 1-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 15-16,14-15: 2x4 SP No.2 6-0-0 oc bracing: 16-18 WEBS 2x4 SP No.3 REACTIONS. (size) 14=0-8-0, 2=0-8-0, 18=0-3-8 Max Horz 2=270(LC 8) Max Uplift 14=-538(LC 5), 2=-1892(LC 8), 18=-3097(LC 8) Max Grav 14=813(LC 14), 2=3198(LC 13), 18=5160(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6576/3730, 3-4= 5960/3468, 4-5=-7964/4719, 5-6=-8598/5121, 6-7=-6097/3650, 7-8=-2855/1695, 8-9=-898/1488, 9-10=-1713/2765, 10-1 1=-799/580,11-12=-766/546 BOT CHORD 2-25=-3410/5851, 24-25=4719/7964, 22-24=-5121/8598, 21-22=-4763f7965, 20-21= 4763/7965, 19-20=-3639/6070, 18-19=-1609/2681, 16-18=-2162/1425, 9- 1 6=-862f730, 15-16=-707/362, 14-15=-606f737 WEBS 3-25=-1230/2476, 4-25=-2529/1525, 4-24=-124/637, 5-24=-804/488, 6-21=0/303, i0-016= 2856/1573, 10-15 876/16931111-159 407/431/2355, 8, 12-14� 884f791 5 22= 22 37288/2571, 86' ��(:)N VF4�,�, 6-22=-442f769 , G E !V `� � 0 • �� = �� SF••'• 0 NOTES- 1) truss to be connected together with 10d (0.131 "x3") nails as follows: No 68182 •; Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. * ;• 1k Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. = Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to •• S F •' ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof jive loads have been considered for this design. �* XN •.t` P • ��� �e '•• �••'`• 4) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. Q R I III Sl7 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 • • • •' ` 5) Buildingengineer responsible for verifying applied roof live load shown covers rain loading requirements specific uto II�� �� N A' `��� he use of this truss component.t 111 6) Provide adequate drainage to prevent water ponding. Joaquin Velez PE No.68182 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA, Inc. FL Cert 6634 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 6904 Parke East Blvd. Tampa FL 33610 will fit between the bottom chord and any other members. Date: 9) Bearing at joint(s) 14 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify July 16,2021 capacity of bearing surface. A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to 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 ANSIVTP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type J0 Qty Ply 2508 CR 3CAR BLK NO HS T24700281 2819382 A09C SPECIAL 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:30:50 2021 Nage 2 ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-rJc jBoUBXKb5em_S4Mipl VFgb3fWA_4UNm?40zyxnC3 NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 14=538, 2=1892, 18=3097. 11) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-13=-112(F=-58), 2-25=-20, 18-25=-42(F=-22), 17-18=-42(F=-22), 15-16— 42(F= 22), 14-15=-42(F=-22) Concentrated Loads (lb) Vert: 25=-475(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS8TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ' Qty Ply 2508 CR 3CAR BLK NO HIS T24700282 2819382 A16 SPECIAL 2 1 Job Reference (optional) Builders Firstsource (Plant City, FL), Plant City, FL - 33567, U.43U s Jun z zuzl mi I eK Inousines, Inc. I nu Jul 15 15:3U:5z zuzl rage 1 ID:71 YDfItmYJ1 NmupVDA3te2z4H2S-oiyTZUVP2yrpt3BrCnkH6wLOjtNces6nr4UASsyxnC1 r1-4-Q 6-1-8 10-4-3 14-3-12 21-0-0 29-8-0 33-4-0 38-3-6 44-4-0 1-4.0 6-1-8 4-2.11 - 3-11-9 6-84 8-8-0 3•B-0 4-11-6 6-0-10 7x8 6x8 = Scale = 1:79.6 JAY — It* 3x6 — 5x6 11 2x4 11 48 = 4x6 11 6-3-11 6-1-8 6_2re 143-12 21-0-0 27-3-11 33-0-0 38-3-0 44-4-0 6-1-8 0- 8-0-4 6-8-4 6-3-114-11-6 6-0-10 0-1-0 Plate Offsets (X,Y)-- 14:0-2-0,0-3-01, [6:0-6-4,0-5-41,[9:0-3-0,0-3-01, 11 1:Edge,0-3-81,115:0-2-8,0-3-01, [22:0-3-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.17 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.28 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.12 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 294lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except" TOP CHORD Structural wood sheathing directly applied, except end verticals, and 6-7: 2x6 SP No.2 2-0-0 cc pudins (4-10-14 max.): 6-7. BOT CHORD 2x4 SP No.2 `Except* BOT CHORD Rigid ceiling directly applied. Except: 8-13: 2x4 SP No.3 4-1-0 cc bracing: 20-22 WEBS 2x4 SP No.3 *Except* 10-0-0 cc bracing: 13-15 6-16: 2x4 SP No.2 WEBS 1 Row at midpt 5-18, 6-16, 7-16, 4-20 REACTIONS. (size) 2=0-8-0, 22=0-3-8, 11=0-3-8 Max Horz 2=388(LC 11) Max Uplift 2=-303(LC 12), 22=-1113(LC 12), 11=-773(LC 12) Max Grav 2=266(LC 21), 22=2067(LC 17), 11=1717(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-298/417, 3-4=-305/243, 4-5=-2326/1369, 5-6= 2025/1320, 6-7= 1826/1268, 7-8=-2316/1479, 8-9=-2308/1354, 9-10= 1636/905, 10-11=-1615/944 BOT CHORD 20-22=-2030/1111, 3-20=-441/430, 19-20=-1036/2007, 18-19=-1085/2250, 16-18=-837/1901, 15-16=-797/1773, 8-15= 216/295 WEBS 5-18=-449/314, 6-18=-118/517, 7-16=-58/340, 7-15=-317/645, 12-15=-728/1537, i,11111l11,, 9-15=-298/846, 9-12= 1144/730, 10-12=-756/1532, 4-20=-2392/1221, 4-19=-63/314 NOTES- 9) Unbalanced roof live loads have been considered for this design. ,�avIN ,%��,�P'• Ci E N,9 •• C�� �� �`'•.• 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) No 68182 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-6-9, Intedor(1) 33-6-9 to 44-2-4 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 = 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 0 cc to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. i '• ST14.O F �/ 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r ,�•.� A` 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL IO.Opsf. �i (C� . 4 OR % \ �� ��i� ss+ • • • • • •�� � = � �I� 7) mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) N A� E 0% =e 2303 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE ND.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cert 6634 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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 MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general_ guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 2508 CR 3CAR BLK NO HS T24700283 2819382 All SPECIAL 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43U s Jun 2 2U21 Mt I eK inaustnes, Inc. i nu Jul 1 b 1b:3U:b4 euzi rage 1 I D:?1 YDf ItmYJ1 NmupVDA3te2z4H2S-k54E_9XfaZ5X7N I EJCnIBLQNYgOS6ne4lOzHXkyxnC? 1-4- 4-1 -1 5-8-4 9-7-13 14.2-1 19-0-0 26-3-5 31-8.0 3-4.0 38-3.12 44-4-0 4-0 4-1-14 1.6-6 3-11-9 4.6-4 4-9-15 7-3.5 5-4-11 1-8-0 4-11-12 6.0-4 THIS TRUSS IS DESIGNED TO SUPPORT ONLY V-0" OF UNIFORM LOAD AS SHOWN. 6.00 12 3x6 = 46 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-25: 2x6 SP No.2, 10-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 3-23: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=0-3-8 Max Horz 2=347(LC 11) Max Uplift 2=-1017(LC 12), 13=-907(LC 12) Max Grav 2=2074(LC 17), 13=1952(LC 18) 5x8 = 2x4 11 5x6 = 7 3132 8 33 9 3x4 = 19-0-0 26-3-5 Scale=1:81.7 2x4 11 2x4 II 3xB = 3x6 II CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.55 Vert(LL) 0.48 24 >999 240 MT20 244/190 BC 0.87 Vert(CT) -0.62 24 >859 180 WB 0.78 Horz(CT) 0.33 13 n/a n/a Matrix -AS Weight: 607 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 23-25, 15-17 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3997/2013, 3-4=-9096/4648, 4-5=-10228/5281, 5-6=-4290/2348, 6-7=-3254/1906, 7-8=-2794/1774, 8-9=-2794/1774, 9-10=-2738/1733, 10-11_ 2746/1618, 11-12=-1882/1061, 12-13=-1850/1092 BOT CHORD 2-25=-1939/3762, 23-25=-1465/2956, 4-23=-343/266, 22-23=-2847/5671, 21-22=-2848/5678, 20-21=-1953/3942, 18-20=-1397/3009, 17-18=-1103/2361, 10-17— 194/307 WEBS 3-25=-4008/2135, 3-23= 3776/7363, 5-22=-32/312, 5-21=-2040/1052, 6-21=-482/1188, 6-20— 1375/813, 7-20= 515/1254, 8-18=-391/417, 9-18=-443/915, 9-17=-285/583, 14-17=-871/1787, 11-17=-417/1142, 11-14=-1367/864, 12-14=-917/1786, 5-23= 2447/4786 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Exterior(2R) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 44-2-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide %04 PQUI N �� '� •\GENS• • � �i �� ••� 0 No 68182 O :• S O F 4L/ Illo.�`� Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R.33610 Date: July 16,2021 COAR Nerit tyWty 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 ANSI/TP11 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 2508 CR 3CAR BLK NO HS T24700283 2819382 All SPECIAL 1 2 Jab Reference (optional) Builders FlrstSource (Plant Gry, FL), Plant Glty, FL - 33557, 6.43U s Jun z zuzl mi I eK IODUsines, Inc. I nu UUI 15 15:3U:54 zUzl rage z ID?lYDfltmYJ1 NmupVDA3te2z4H2S-k54E_9XfaZ5X7NIEJCnIBLQNYgOS6ne4lOzHXkyxnC? NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1017, 13=907. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss PlateInstitute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ' Qty Ply 2508 CR 3CAR BLK NO HS T24700284 28193B2 Al2 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s Jun 2 2U21 mi I eK Inausmes, Inc. I nu Jul 1b 1b:3U:bb 2U21 rage 1 ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-CHecBVYHLtEOkXtQtvl_kZzX64MSrBzDX2ir3AyxnC_ t1-4-Q 6-7-12 11-11-0 17-0-0 22-3.0 28-5.0 33-B-0 3B-9-0 44-4-0 1-4.0 6-7-12 5-3-4 5-1-0 5.3-0 6-2-0 5-3-0 5-1-0 5-7-0 5x6 = 6.00 12 5x6 = 3x4 = 5x6 = 28 29 6 30 7 31 32 8 Scale = 1:79.6 12-XO 21 I- 4x4 = 14 13 12 11 3x6 4x8 = 3x4 I 2x4 II 5x8 = 4x6 11 = 1-11-0 17-0-0 25-4-1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TIC 0.63 BC 0.89 WB 0.97 Matrix -AS DEFL. in Vert(LL) 0.46 Vert(CT) -0.62 Horz(CT) 0.29 (loc) I/defl Ud 20 >999 240 20 >860 180 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 308 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-20,11-14: 2x4 SP No.2, 8-13: 2x4 SP No.3 10-0-0 oc bracing: 19-21, 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-18, 6-18, 7-15 19-22: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=306(LC 11) Max Uplift 2=-1011(LC 12), 11=-901(LC 12) Max Grav 2=2082(LC 17), 11=1953(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3872/1920, 3-4=-5104/2650, 4-5=-3706/2047, 5-6=-3313/1940, 6-7= 3310/1919, 7-8=-2442/1498, 8-9=-2788/1613, 9-10=-1823/1019, 10-11=-1859/1082 BOT CHORD 2-22=-1825/3613, 21-22=-137/264, 4-19=-501/1288, 18-19= 2365/4741, 16-18=-1663/3470, 15-16=-1524/3135, 8-15=-408/1026 WEBS 3-22=-1189/767, 19-22=-1846/3653, 3-19=-470/1047, 4-18=-1678/964, 5-18=-586/1375, ' 6-18=-393/182, 7-16=-122/599, 7-15=-1053/591, 9-12=-1410/877, 10-12=-918/1777, � 1/►1111►II/���� 9-15— 437/1216, 12-15=-833/1722 p,U NOTES- ,oPIN �� J ... ENS •• 1 ���� • 1) Unbalanced roof live loads have been considered for this design. �% �`••••• 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. ' • NO 68182 II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2R) . •; 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Exterior(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 44-2-4 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. •� O F 4) Provide adequate drainage to prevent water ponding. Q • 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * i ,(� • �` Q` • _ �� \ 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Q R S ••'`• ••. • � ��I Sl) • •. • .... ` 7) Provide mechanical chhanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. I'L Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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 Welk' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ' Qty Ply 2508 CR 3CAR BLK NO HS T24700285 2819382 A13 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:30:57 2021 Page 1 ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-8fIMcBZXtUU5_r0o_KKSp_2sPu1 OJ62W_MBx63yxnBy 1-4- 6-7-12 11-11-0 15-0-0 21-3-10 26-11-15 33.1-0 35-8-0 40-4-6 44-4-0 4-0 6-7-12 5-3-4 3-1-0 6-3-10 5-8-5 6-0-1 2-8-0 4-8.6 3-11-11 5x6 = 5x6 = 6.00 12 3x4 = 5 29 6 30 7 2x4 11 6x8 = 31 8 9 23 22 — 15 14 13 -- -- 12 3x6 = 4x8 = 3x4 11 6 7-1-7-12 66 2 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 2-21,12-15: 2x4 SP No.2, 8-14: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except' 20-23,9-16: 2x4 SP No.2, 11-12: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Horz 2=266(LC 12) Max Uplift 2=-1011(LC 12), 12— 905(LC 12) Max Grav 2=2064(LC 17), 12=1940(LC 18) 2x4 11 6x8 = Scale = 1:79.5 6x8 = 24-1-12 33-0-0 35-8.0 44-4-0_ 9-1-12 8-10-4 2-8-0 8-8-0 [9:0-6-0 0-2-8] [16:0-2-12 0-3-81,[18:0-1-12,0-5-01,[20:0-7-12,0-5-4],[23:0-3-8,0-2-01 CSI. DEFL. in (loc) Well L/d PLATES GRIP TC 0.64 Vert(LL) 0.50 21 >999 240 MT20 244/190 BC 0.88 Vert(CT) -0.6817-19 >779 180 WB 0.93 Horz(CT) 0.35 12 n/a n/a Matrix -AS Weight:'309 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 20-22, 14-16 WEBS 1 Row at micipt 6-19, 7-16, 9-13, 10-12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3832/1924, 3-4— 5006/2656, 4-5=-4070/2246, 5-6=-3674/2096, 6-7=-3919/2194, 7-8= 2917/1754, 8-9— 2890/1740, 9-10=-2042/1225 BOT CHORD 2-23=-1832/3546, 22-23=-125/282, 4-20=-509/1154, 19-20=-2322/4572, 17-19=-1992/4006, 16-17=-1882/3759, 8-16— 250/302, 12-13=-695/1234 WEBS 3-23=-1154/775, 20-23=-1866/3561, 3-20=-467/991, 4-19— 1298/792, 5-19=-709/1568, 6-19=-569/286, 7-17=-69/491, 7-16=-1064/563, 13-16=-1032/2326, 9-16=-1442/2860, 9-13=-1850/971, 10-13=-250/854, 10-12=-2003/1204 NOTES - A) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 44-1-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20:Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1011, 12=905. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 1111►111 �/U//I t piU IN .� �� 'DENS No 68182 r rrZ �:. ST OFZ. 4U i ss�0 N AL E�0 ////III11111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Will 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117PII Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ' City Ply 250E CR 3CAR BLK NO HS T24700286 2819382 A14C Half Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:30:59 2021 Page 1 ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-52t71 tboP5kpD8AB6IMwuP7C4hihn?ypSgh2ByyxnBw 1-4- 6-9-4 13-0-0 19-5.5 2%10-11 32-4.0 38-2-4 44-4.0 4.0 6-9-4 6-2-12 6-5-5 6-5-5 6-5-5 5-10-4 6-1-12 6.00 12 4x6 i • 5x6 i 328 ST1.5xB STP = 27 a� 1 2 O 22 5x6 = 3x8 = 5x6 = 5x6 = 4x8 = 2x4 II 5 296 30 7 318 9 32 10 t Bx10 — '111-9 119 1 7x10 17 16 15 4.4 = 20 6x8 = 21 4x8 = 2x4 II 3x6 = 5x8 = 2x4 II 2x4 11 2x4 11 6-9-4 13 12 33 11 2x4 II 4x4 = 6x8 = 44-4-0 Scale=1:81.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.67 20 >786 240 MT20 244/190 TCDL 7.0 Lumber DOL ' 1.25 BC 0.93 Vert(CT) -0.89 20 >596 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.41 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 302lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 "Except' BOT CHORD Rigid ceiling directly applied. Except: 4-21,8-13: 2x4 SP No.3, 16-19,14-16: 2x6 SP No.2 10-0-0 oc bracing: 19-21 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 7-14, 9-14, 9-11 19-22,18-23: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 19 REACTIONS. (size) 11=0-3-8, 2=0-8-0 Max Horz 2=467(LC 12) Max Uplift 11=-942(LC 12), 2=-987(LC 12) Max Grav 11=1862(LC 17), 2=2050(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or Jess except when shown. TOP CHORD 2-3=-3789/1783, 3-4=-5695/2944, 4-5=-4504/2383, 5-6=-4096/2212, 6-7=-4553/2412, 7-8=-3616/1923, 8-9=-3582/1902 BOT CHORD 2-22= 1914/3424, 4-19=-915/1854, 18-19= 2758/5055, 17-18=-2525/4676, 15-17=-2525/4676, 14-15=-2412/4542, 8-14=-321/320, 11-12=-785/1491 WEBS 3-22=-1715/1113, 19-22— 2142/3B55, 3-19=-864/1676, 7-14=-1120/596, 12-14=-809/1533, 9-14— 1429/2658, 9-12— 364/382, 9-11=-2206/1161, 7-15=0/338, 5-18— 799/1758, ���%J1111111il,-I 6-18=-862/405, 4-18=-1744/978 ,'*1 `%` N N VFW 4.. NOTES- -1) Unbalanced roof live loads have been considered for this design. `�� , �� G E N 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) • • No 68182 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 44-2-4 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. �� • cc: 4) Provide adequate drainage to prevent water ponding. i�0 ST OF ' ��� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.T'••.�`� \C1`,� 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 �� Q R will fit between the bottom chord and any other members, with BCDL = 10.Opsf. �i s •' • �� 7) Provide 11=942 2cech8anical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) �,7. S�O N A; �11��`� 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FIL 33610 Date: July 16,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS T24700287 2819382 A15 MONO HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:31:01 2021 Nage 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-1 R?tSZc2xi_XSSKaDAPOzgCaSVNcFyT6v_A9GgyxnBu r1-4-Q 6-4.4 11-0-0 16-7-12 24.0-11 31-3-5 38-8-3 44-4-0 1-4-0 6-4-4 4-7-12 5-7-12 7-4-15 7-2-10 7-4-15 5-7-13 Scale = 1:78.1 5x6 = 3x4 = 5x6 = 5x6 = 4x4 = 2x4 II 4 5 23 624 725 8 26 9 2x4 11 5x6 = 3x4 = 3x4 = 4x4 = 6x8 — 3x6 = 3xB = 4x6 = 44-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.44 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.68 14-16 >778 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 , Code FBC2020/TP12014 Matrix -AS Weight: 244lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 'Except* BOT CHORD Rigid ceiling directly applied. 2-15: 2x4 SP No.2 WEBS 1 Row at midpt 5-16, 7-11, 8-10 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=405(LC 12) Max Uplift 10'— 941(LC 12), 2=-1015(LC 12) Max Grav 10=1886(LC 17), 2=2024(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3757/1870, 3-4=-3294/1708, 4-5=-2944/1606, 5-6=-3768/1950, 6-7= 3557/1801, 7-8=-2333/1150 BOT CHORD 2-17=-1938/3385, 16-17= 1938/3385, 14-16— 1966/3591, 13-14=-2009/3772, 11-13=-1654/3139,10-11=-895/1655 WEBS 3-16=-570/416, 4-16=-492/1224, 5-16=-1002/524, 5-14=-73/459, 6-13=-395/382, 7-13=-270/768, 7-11=-1268/805, 8-11=-574/1494, 8-10=-2309/1265 NOTES- ,%%J111111111 1) Unbalanced roof live loads have been considered for this design. ���PQU N V F�,,�I� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. • F �i • II; E C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior 2E -1-4-0 to 2-8-0, Interior 1 2-8-0 to 11-0-0, Exterior(2R) �� ••'�� G E N S 11-0-0 to 16-7-12, Interior(1) 16-7-12 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60 NO 68182 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ST O F :• 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide , will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. ♦ T •..<` 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) ��� , •'•: O R `�� ��� 10=941,2=1015. Ili ss ••'• ` �� 8) This trussock be applieddirectlyito the bottom chord." structural wood sheathing be applied directly to the top chord and 1/2" gypsum i, design �j 1Q N A; Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. tampa FL 33610 Uafe: July 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t_ Qty Ply CR 3CAR BLK NO HIST24700288 :2568 2819382 A16 MONO HIP 1 1 Reference (optional) Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:31:02 2021 Page 1 I D:?1 YDfItmYJ1 NmupVDA3te2z4H2S-VdZFfudgiO6O4cvmnuwdW 1 IhZvnP_MZFBevioGyxlBt r1-4-q 6-4-1 9-0-0 , 15-4-15 22-5.11 30-10-5 37-11-2 44-4-0 1-4.0 6.4.1 2-7-15 6-4-15 7-0-13 8.4-9 7-0-13 6.4-14 5x6 = 3x4 = 5x6 = 5x6 = 6.00 12 4 22 235 24 6 25 7 26 Scale = 1:78.1 3x6 = 3x4 11 8 27 9 16 15 14 13 12 11 10 3x6 = 3x8 = 5x6 WB= 3x4 = 3x4 = 4x4 = 4x6 = 6x8 = 9-0-0 17-11-12 26-8-0 35-4-4 _ 44-4-0 0 9-0-8-11-12 8-B-4 8-8-4 8-11-12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-01,[6:0-3-0,0-3-41,[7:0-3-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.58 13-14 >912 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.74 13-14 >715 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.20 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 2291b FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=343(LC 12) Max Uplift 10=-934(LC 12), 2— 1023(LC 12) Max Grav 10=1634(LC 1), 2=1708(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-16, 8-10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3146/1886, 3-4=-2955/1804, 4-5=-2639/1665, 5-6=-3823/2296, 6-7=-3768/2191, 7-8=-2542/1453 BOT CHORD 2-16— 1883/2770, 14-16=-2274/3626, 13-14=-2440/3997, 11-13=-2033/3380, 10-1 1=-1 190/1959 WEBS 3-16=-302/352, 4-16=-583/1093, 5-16=-1284/753, 5-14=-136/443, 6-14=-299/318, 6-13=-339/369, 7-13=-233/573, 7-1 1=-1 194/837,8-11=-550/1186, 8-10=-2379/1455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=4511; L=40ft; eave=7ft; Cat. • II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7). Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=934, 2=1023. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 111111111!/II iry No 68182 • �-10 irZ �� �'•. < p R I O• �\,w .... I,ss,O N Al Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary, and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. -Salety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 250E CR 3CAR BLK NO HS T24700289 28193B2 A17 Half Hip Girder 1 2 Job Reference (optional) Builders FirstSource (Plant L;ity, i-L), Flan Gny, FL - 33b6t, ti.43U s dun z zuzi ml I eK Inausmes, Inc. I nu Jut I b 1 bmi:ut zuzi rage 1 ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-sbMBichpWYkhANnjaRVoD5SaBwbFfilLHwdTTUyxnBo t1-4-q 7-0-0 9- 1-0 15-2-0 20-5-0 , 25-8.0 30-11-0 36-2-0 41-5-0 , 44-4-0 , 1-4 7-0-0 2-11-0 5-3-0 5-3-0 5-3-0 5-3.0 5-3-0 5-3-0 2-11-0 Scale=1:78.1 6x8 = 7x8 = 7x8 = 2x4 II 6.00 12 3 22 4 23 24 5 25 26 6 27 28 29 730 31 32 8 33 34 35 9 36 37 10 38 1139 19 40 41 18 42 43 4417 45 46 16 47 48 1549 50 14 51 52 53 13 54 55 12 ST1.5x8 STP = 7x8 = 7x8 = 6x8 = 4x6 = 7.0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.63 Vert(LL) 0.57 16-17 >931 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.65 16-17 >817 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.60 Horz(CT) 0.12 12 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix -MS Weight: 591 lb FT = 20 LUMBER- EIRACING- TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, 1-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 8-8-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-3-8, 2=0-8-0 Max Horz 2=276(LC 8) Max Uplift 12— 2052(LC 5), 2— 1875(LC 8) Max Gram 12=3307(LC 1), 2=3031(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6213/3681, 3-4=-5600/3430, 4-5=-8276/5042, 5-6=-9762/5973, 6-7=-10094/6180, 7-8=-9288/5686, 8-9=-7365/4499, 9-10=-4313/2612 BOT CHORD 2-19=-3369/5491, 18-19=-4445/7165, 17-18=-5737/9234, 16-17=-6291/10127, 15-16=-6154/9899, 14-15=-5316/8538, 13-14=-3719/5950, 12-13=-1534/2392 WEBS 3-19— 1344/2504, 4-19= 2552/1659, 4-18=-992/1853, 5-18=-1585/1136, 5-17=-453/887, 6-17=-625/588, 7-16=-81/387, 7-15=-987/758, 8-15=-610/1239, 8-14=-1916/1335, 9-14=-1232/2227, 9-13=-2788/1889, 10-13=-1766/3139, 10-12=-3744/2408 NOTES- PQv N VFW III 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: `�� ,O "E N ' • �� �i� Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0.9-0 oc. `� •�\ G SF•.•.• i� Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. i Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. NO 68182 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. -10 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ��0 :• ST O � F : 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific,�'.•.�`� O Q. ; \�,�� to the use of this truss component. �� , • O R \ �. 6) Provide adequate drainage to prevent water ponding. �i� SS+ • • • • • • \J� otherwise 8) Thislates truss has been des gnled ess fora 10.0 psf blottom chord live load nonconcurrent with any other live loads. ,�� N Ai ,� �%�� 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 Joaquin Velez PE No.68182 will fit between the bottom chord and any other members. MiTek USA, Inc. FL Cert 6634 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6904 Parke East Blvd. Tampa R-33610 12=205212=1875. Date: July 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ` Qty Ply 2508 CR 3CAR BLK NO HS T24700289 2819382 A17 Half Hip Girder 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, tl.43U s Jun v zu2i mi I eK Inousines, Inc. I nu JUI 15 la:ji:ut zuzi rage e ID:? 1 YDfltmYJ1 NmupVDA3te2z4H2S-sbM8ichpW YkhANnjaRVoD5SaBwbFfik_HwdTTUyxnBo NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 168 lb up at 7-0-0, 91 lb down and 168 lb up at 9-0-12, 91 lb down and 168 lb up at 11-0-12, 91 lb down and 168 lb up at 13-0-12, 91 lb down and 168 lb up at 15-0-12, 91 lb down and 168 lb up at 17-0-12, 91 lb down and 168 lb up at 19-0-12, 91 lb down and 168 lb up at 21-0-12, 91 lb down and 168 lb up at 23-0-12, 91 lb down and 168 lb up at 25-0-12, 91 lb down and 168 lb up at 27-0-12, 91 lb down and 168 lb up at 29-0-12, 91 lb down and 168 lb up at 31-0-12, 91 lb down and 168 lb up at 33-0-12, 91 lb down and 168 lb up at 35-0-12, 91 lb down and 168 lb up at 37-0-12, 91 lb down and 168 lb up at 39-0-12, 91 lb down and 168 lb up at 41-0-12, and 91 lb down and 168 lb up at 43-0-12, and 145 lb down and 152 lb up at 44-2-4 on top chord, and 323 lb down and 136 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11-0-12, 66 lb down at 13-0-12, 66 lb down at 15-0-12, 66 lb down at 17-0-12, 66 lb down at 19-0-12, 66 lb down at 21-0-12, 66 lb down at 23-0-12, 66 lb down at 25-0-12, 66 lb down at 27-0-12, 66 lb down at 29-0-12, 66 lb down at 31-0-12, 66 lb down at 33-0-12, 66 lb down at 35-0-12, 66 lb down at 37-0-12, 66 lb down at 39-0-12, 66 lb down at 41-0-12, and 66 lb down at 43-0-12, and 106 lb down at 44-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-11=-54, 2-12= 20 Concentrated Loads (lb) Vert: 3=-91(B) 11=-145(B) 12=-61(B) 19=-323(B) 5=-91(B) 16=-41(B) 8=-91(B) 13=41(B) 22=-91(B) 23=-91(B) 24=-91(B) 25- 91(B) 26=-91(B) 27=-91(B) 28=-91(B) 30=-91(B) 31=-91(B) 32=-91(B) 34=-91(B) 35=-91(B) 36=-9 1 (B) 37=-91 (B) 38=-91(B) 39=-91(B) 40=-41(B) 41=-41(B) 42=41(B) 43=41(B) 44=-41(B) 45=41(B) 46=-41(B) 47=-41(B) 48=-41(B) 49=-41(B) 50=-41(B) 51= 41(B) 52=-41(B) 53=41(B) 54=-41(B) 55= 41(B) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIl Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type " Oily Ply 2508 CR 3CAR ELK NO HS T24700290 28193B2 B03 COMMON SUPPORTED GAB 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 Mi I ek Industries, Inc. I nu Jul 15 15:31:08 2021 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-KnwWwyiRHssXoXMw8Bl lml?m?J_BOHBBWaM1?wyxnBn 1-4-0 9-4.0 18.8-0 20-0-0 1.4-0 9-4-0 9-4-0 11-4 00 Scale=1:37.5 4x4 = Io 3x4 = 5x6 = 18-8-0 18-8-0 Plate Offsets (X,Y)-- [2:0-3-8,Edge],[2:0-2-8,_Edge],_[12:0-3-8,Edge], [12:0-2-8,Edge],L7:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.02 13 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.02 13 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix-S Weight: 97 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 18-8-0. (lb) - Max Horz 2=220(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 20,14 except 2= 303(LC 12), 12=-303(LC 12), 18=-112(LC 12), 19=-132(LC 12), 16=-112(LC 12), 15=-132(LC 12) Max Grav All reactions 250 lb or less at joint(s) 17, 18, 19, 20, 16, 15, 14 except 2=255(LC 1), 12=255(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-98/342, 7-8=-97/342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) -2-0-0 to 2-0-0, Extedor(2N) 2-0-0 to 9-4-0, Comer(3R) 9-4-0 ' to 13-4-0, Exterior(2N) 13-4-0 to 20-8-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate ,411 I I I fill', grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry End Details designer ANSVTPI 1. ,���ICI ♦♦�-,%" N Gable as applicable, or consult qualified building as per *4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ♦♦ , G E N • S'�.�••. 0� to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. �,� : i No 68182 •; 6) Gable requires continuous bottom chord bearing. * �• 9k 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' •�/ 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 will fit between the bottom chord and any other members. �•:• ST O F : � 0 . �i� 10) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where T'•.'c� O P : \_♦♦� used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other �j . � O R �• �i S suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion • •' ♦♦ protectioni galvanizedplateswith this sign. Incising factors have not been considered for this i Ili;/0 N A� %% Idirlrequired, f this product for'Idse.'� designer nedr to verify ts intended design11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 14 except Joaquin Velez PE No.68182 Qt=lb) 2=303, 12=303, 18=112, 19=132, 16=112, 15=132. MiTek USA, Inc. FL Cert 6634 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 6964 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 ,rA WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'M11-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, 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 MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS T24700291 2BI9382 B04 COMMON STRUCTURAL GA 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43u s dun z zuzi ml I eK Inausmes, Inc. i nu dui i n i o:a i: i u zuz i rage i ID:ZzuNOAd EBoQdU2OW uKTi6czl Ulk-GA2HLdjhpT7F1 q W I FZ3Vg45J7Vgs6MR_ur74pyxnBl 1-4.0 7-5-4 14-4-0 21-2-12 28-8-0 30-0-0 1.4.0 7-5-4 6-10-12 6-10.12 7-5-4 1-4-0 3x4 = 6.00 12 Sx8 = 4x6 = 13 5x8 = 3x4 I Scale = 1:55.8 10-3-5 18-3-8 18-q-11 28-8-0 10-3-5 8-0-3 0- -3 10-3-5 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-8,Edge], [4:0-3-0,0-3-4], [5:0-2-0,0-0-8], [6:0-3-0,0-3-0], [8:0-4-0,0-2-1], [13:0-2-0,0-1-8], [13:0-4-0,0-3-0], [14:0-2-0,0-0-2], [14:0-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.63 Vert(LL) -0.16 14-39 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.34 14-39 >650 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.01 13 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -AS Weight: 201 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-8-0 except Gt=length) 2=0-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13 (lb) - Max Horz 2=322(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 12, 10 except 2=-513(LC 12), 13=-740(LC 12), 8=-298(LC 12) Max Grav All reactions 250 lb or less at joint(s) 11, 10, 8 except 2=830(LC 17), 13=1444(LC 19), 13=1274(LC 1), 8=276(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. All forces 250 (lb) or less except when shown. TOP CHORD 2-4— 888/536, 4-5=-665/438, 5-6=-162/571, 6-8= 68/395 BOT CHORD 2-14=-283/1006, 12-13= 257/267, 11-12=-257/267, 10-11=-257/267, 8-10=-257/267 WEBS 5-13=-1141/675, 6-13=-446/514, 5-14=-335/871, 4-14= 509/513 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-4-0, Exterior(2R) ' 14-4-0 to 18-4-0, Interior(1) 18-4-0 to 30-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/fPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this,product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10 except Gt=lb) 2=513, 13=740, 8=298, 8=298. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum GENg No 68182 CCZ �•� S OF ��C :•�/ •SOT. 'O P `:� O N A1. E�C� �. 41111 l W Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPIr Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS T24700292 2819382 Boy COMMON 3 1 Job Reference (optional) Builders FirstSOurce (Plant City, FL), Plant City, FL - 33567, 6.43U s Jun 2 zUzl MI I eK InauslneS, Inc. I nu Jul lb lb:3l n l zuzl Page l I D:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-kMcfYzkJanF6f_5VpHakNxdGzXrcbW TaCXbhcFyxnBk 1-4.0 7-5-4 14-4-0 21-2-12 28.8-0 , 30-0-0 , 1.4-0 7-5-4 6-10-12 6-10-12 7-5-4 1-4-0 4x6 = 6.00 12 Scale=1:51.1 Ip 0 3x4 = 4x4 = 3x4 = 44 = 4x4 = 9-5-6 9-9-3 9-5-6 Plate Offsets (X,Y)-- [3:0-3-0,0-3-4),[5:0-3-0,0-3-4) LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.30 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.46 8-10 >744 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 132lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-322(LC 10) Max Uplift 2=-711(LC 12), 6=-711(LC 12) Max Grav 2=1314(LC 17), 6=1314(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2115/1210, 3-4=-1973/1215, 4-5=-1973/1215, 5-6=-2115/1210 BOT CHORD 2-10=-907/207318-10=-438/1294, 6-8=-924/1832 WEBS 4-8— 417/981, 5-8=-470/517, 4-10=-417/980, 3-10=-470/517 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. ' 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 14-4-0, Exterior(2R) '111 III dill, 14-4-0 to 18-4-0, Interior(1) 18-4-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 0 If OWN N VET ��ij 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific %- 1' �� "ice �..�''CENS'• ,c '•.•• • to the use of this truss component. r� �,� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • i No 68182 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •; will fit between the bottom chord and any other members, with BCDL = I O.Opsf. * �' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) _= 2=711,6=711. -0 C'C 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ;• S F • r sheetrock be applied directly to the bottom chard. .0r i 0 ' o N A1- E���• Joaquin Velez PE No.68182 MITek U,SA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: July 16,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS T24700293 2819382 B06C Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:31:12 2021 Page 1 I D:?l YDfltmYJ 1 NmupVDA3te2z4H2S-CY91 mJlxL5NzH8ghN_5zw8ASpxD9"RBKE8hyxnBj -1-4-0 7-3-11 13.6 15-1-8 , 21-4-5 __ 2B-8-0 30-0-0 1-4-0 7-3-11 6-2-13 1-7-0 6-2-13 7-3-11 1-4-0 4x6 = 46 = 6.00 12 Scale=1:53.1 rn rr ST1.5x8 STP = ST1.Sx8 STP = 2 ?) 1 0 7 8 ]q 0 13 12 11 10 9 3x4 = 2x4 11 3x4 = 3x4 = 2x4 II 3x4 = 3x4 = 7-3-11 13-6-8 15-1-8 21-4-5 28-8.0 7-3.11 6-2-13 1-7-0 6-2-13 7-3-11 Plate Offsets (X,Y)-- [3:0-3-0,0-3-4],[6:0-3-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.57 Vert(LL) 0.14 9-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.19 9-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 145 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=307(LC 11) Max Uplift 2= 711(LC 12), 7=-711(LC 12) Max Grav 2=1133(LC 1), 7=1133(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1886/1170, 3-4= 1331/950, 4-5=-1120/927, 5-6=-1331/950, 6-7=-1886/1170 BOT CHORD 2-13=-859/1703, 11-13=-860/1699, 10-11= 437/1120, 9-10=-891/1635, 7-9= 890/1639 WEBS 3-13=0/295, 3-11=-713/533, 4-11=-231/378, 5-10=-231/378, 6-10=-714/532, 6-9=0/295 Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. �) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-6-8, Exterior(2E) 13-6-8 to 15-1-8, Exterior(2R) 15-1-8 to 20-9-6, Interior(1) 20-9-6 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=711,7=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �{{IIIIIII�I I N ��� �O .•:G E N No 68182 00 ' v 'off ON A111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to 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 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 2508 CR 3CAR BLK NO HS T24700294 2B193B2 B07C Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:31:13 2021 Page 1 I D:?1 YDfItmYJ 1 NmupVDA3te2z4H2S-gkjPzfla6OVgv1 FtwhcCTMicvKV43R2tgr4ohByxnBi 1-4-0 6-0-8 11-6-8 12-10.7 15-0-0 21-6-12 28-8-0 30-0-0 1-4.0 6-0-8 5.6-0 1-3-15 2-1-8 6-6-12 7-1-4 1-4-0 4x6 = 4X6 = Sx8 Scale = 1:53.1 3x4 = 2x4 II 3x4 = 5x6 = 3x4 = 4x4 = 6-0-8 11-6-8 12-10-7 19-6-14 28.8-0 6-0-8 5-6-0 1-3-15 6-8-7 9-1-2 Plate Offsets (X,Y)-- [7:0-3-0,0-3-41, [11:0-1-12,0-3-41 LOADING (psf) SPACING- . 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.18 10-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.36 10-19 >952 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.54 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix -AS Weight: 153 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=308(LC 11) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1302(LC 17), 8=1305(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2216/1310, 3-4=-1650/1083, 4-5= 1436/1072, 5-6=-162211231, 6-7=-1963/1264, 7-8=-2105/1267 BOT CHORD 2-13=-1042/2157, 12-13=-1042/2157, 11-12=-631/1573, 10-11=-484/1323, 8-10=-960/1827 WEBS 3-12=-676/47214-12=-160/404, 5-11=-614/470, 6-11=-512/844, 6-10=-411/883, 7-10=-448/496 ROTES- 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-6-8, Exterior(2E) 11-6-8 to 12-10-7, Intedor(1) 12-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=711,8=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. i �0 No 68182 r �"0 OF.1io `�� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify theapplicability 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 ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate :lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS T24700295 2819382 B08C Roof Special 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33557, 8.43U s Jun 'L 2U21 MI I eK Industries, Inc. I nu Jul 15 15:31:1 b -Lu?i rage 1 ID.?l YDfltmYJ1 NmupVDA3te2z4H2S-d7rAOLngeOIY8cPG26fgYnoyR88nXHXA79ZulOyxnBg 1-4-0 5.2-15 9-6-8 10-10-7 15-0-0 21-6-12 - 28-8-0 30.0-0 1-4-0 5-2-15 4-3-9 1-3-15 4.1.8 6.6-12 7-1-4 1-4-0 46 = 4x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 0-7. 19.6-1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITPI2014 CSI. TC 0.61 BC 0.97 WB 0.80 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) l/defl Ud -0.31 10-12 >999 240 -0.50 10-12 >687 180 0.07 8 n/a n/a PLATES MT20 Weight: 145lb LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. 2-11: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1307(LC 17), 8=1310(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2187/1428, 3-4=-1899/1222, 4-5=-1689/1190, 5-6=-1948/1440, 6-7=-1989/1299, 7-8=-2131/1301 BOT CHORD 2-13=-1177/2150, 12-13=-836/1843, 10-12=-517/1326, 8-10=-958/1848 WEBS 3-13=-371/398, 4-13=-219/536, 5-12= 837/691, 6-12=-644/1028, 6-10=-410/931, 7-10=-442/495 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-6-8, Exterior(2E) 9-6-8 to 10-10-7, Interior(1) 10-10-7 to 15-0-0, Extedor(2R) 15-0-0 to 19-0-0, Interior(1) 19.0-0 to 30-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711, 8=711. 8) This truss design requires that a minimum of 7/16" structural.wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Scale = 1:53.1 GRIP 244/190 FT = 20% `,{{{IIII►IIIII ,`%��� PQQ IN VE�����i J� No 68182 S O F : 40 ss,10 N AL��. 1111111 Joaquin Velez PE N0.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Ouality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508 CR 3CAR BILK NO HS T24700296 2819382 B09 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s Jun 2 2U21 MI I eK Inaustnes, Inc. I nu Jul lb 1b:31:1b 2U21 rage 1 I D:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-5JPYbhoSPJtPmlzScgAv4_K6oYU7GIkJMpISHSyxIBf 1-4-0 7-6.8 8-10-7 15-0.0 22-0-5 28-8-0 30.0-0 1-4-0 7-6.8 1-3.15 6-1.8 7-0-6 6-7-11 1-4-0 Scale=1:53.1 5x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 7-6-8 7 3 10-5-2 19-6-14 28-8-0 7-6-8 0. -11 2-7-15 9-1-12 9-1-2 Plate Offsets (X Y)-- [2:0-0-12 0-0-0][3:0-3-0,0-2-7],[8:0-2-10,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.29 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.49 10-12 >701 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(CT). 0.07 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight:141 Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2= 308(LC 10) Max Uplift 2= 711(LC 12), 8=-711(1-13 12) Max Grav 2=1308(LC 17), 8=1310(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2086/1289, 3-4=-1874/1296, 4-5= 2027/1372, 5-7=-1969/1242, 7-8=-2162/1302 BOT CHORD 2-13= 997/2022, 12-13=-1055/2159, 10-12=-510/1335, 8-10=-990/1885 WEBS 3-13=-218/618, 5-12=-560/1037, 5-10=-348/893, 7-10=-455/500, 4-12=-663/623, 4-13=-492/230 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. to 8- 0 7, nterion() 8-110-7 ( to 59 -0-0, Exterior(2R) 15-0-0 to -0-0,directional) and C-C 21 Interior(l) oto 19-0-0 30-0-0 zone;C-C for members E rs and forces & IN MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,%��, PQv � ,• �2 �i� 13) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,� C E N ; •�,� 4C`•••• S to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. :� i NO 68182 •; 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * �• 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0 sf. cc •;• 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb):13 2=711,8=711. i S OF J• 4U 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum �i� T .. Al �� sheetrock be applied directly to the bottom chord. O �'o N ���� R .,�ss,� N AL ��,��• Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Duality Criteria, DSB-B9 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 2508 CR 3CAR BLK NO HS T24700297 2819382 B10 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 Mi I ek Industries, Inc. 1 nu Jul 15 15:31:11 2U21 vage 1 I D:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-ZW zwpi p4Ad?GNvYe9Xh8dCtHJygC?ApTbT2?gvyxnBe 1-4-0' 5-6.8 6-10-7 10-3-5 1Q-11r3 15-0-0 22-0.6 28-8-0 ,30-0-0, 1-4-0 5.6-8 1-3-15 3-4-14 0-7-14 4-0-12 7-0-6 6-7-10 1-4-0 4x6 = 3x4 = 3x4 = 3x10 = 3x4 = 3x4 = 3x4 6-10-7 , 10-3-5 19.6-14 Scale = 1:53.1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.65 BC 0.98 WB 0.88 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud -0.31 11-13 >999 240 -0.52 11-13 >656 180 0.07 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 145lb FT=20% LUMBER- - BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 9= 711(LC 12) Max Grav 2=1307(LC 17), 9=1308(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2213/1343, 3-4= 2004/1314, 4-5= 2041/1267, 5-6=-2114/1449, 6-8=-1967/1225, 8-9=-2161/1287 BOT CHORD 2-14=-1073/2153, 13-14=-1199/2419, 11-13=-487/1331, 9-11=-990/1884 WEBS 3-14=-3181734, 4-14=-659/380, 4-13=-558/435, 5-13=-299/370, 6-13=-665/1163, 6-11=-353/898, 8-11=-457/507 VOTES- 1) Unbalanced roof live loads have been considered for this design. %% J11111 � 1111, 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=26ft; B=45ft; L=40ft; eave=7ft; Cat. %%% I I�, 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-6-8, Exterior(2E) 5-6-8 ♦♦♦ PQv VFW �i� to 6-10-7, Interior(1) 6-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & ♦� a •. _ �i GENS'- 1 .1 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 +♦ •••�� �C`'•.• 0 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific i to the use of this truss component. NO 68182 4) Provide adequate drainage to prevent water ponding. * 7k 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '0 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. -53 $ j OF + 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 0 , 2=711, 9=711. �i ,(�'• �` Q` _ �� 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Q R Q.•'� ♦♦ sheetrock be applied directly to the bottom chord. I, ss ♦♦ Joaquin Velez PE ND.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.10II-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 - Job Truss Truss Type City Ply 250E CR 3CAR BLK NO HS T24700298 2619382 1311 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s Jun 2 ZUL1 MI I eK Inaustnes, Inc. I nu Jul lb 15:31:16 zuzl rage 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-tiXIONpixx77737dFCNAPPROLBkkhwcp7nYMLyxnBd 1-4-0 3-6-8 4-10-7 7-11-8 15-0-0 22-0.5 28-8-0 30-0-0 1-4-0 3-6-8 1-3-15 3-1-1 7-0-8 7-0-6 6-7-11 1-4-0 5x6 = 3x4 = 4x8 = 3x4 = 3x4 = 3x4 = 3x4 10-5-1 19-6-14 Scale=1:53.1 I. IN m11 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.30 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.50 11-13 >687 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2020(rP12014 Matrix -AS Weight: 142 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=308(LC 11) Max Uplift 2= 711(LC 12), 9=-711(LC 12) Max Grav 2=1305(LC 17), 9=1307(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2307/1352, 3-4=-2573/1498, 4-5=-2971/1732, 5-6=-2056/1280, 6-8=-1961/1205, 8-9=-2155/1264 BOT CHORD 2-14=-1103/2255, 13-14=-1126/2342, 11-13=-490/1343, 9-11=-984/1878 WEBS 3-14=-475/958, 4-14=-12351736, 5-14=-380/768, 5-13=-688/621, 6-13=-478/1042, 6-11=-345/890, 8-11=-456/498 140TES- 1) Unbalanced roof live loads have been considered for this design. 11111/ 11 ,I�� 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. MWFRS C-C Extedor(2E) 2-8-0, Interior(1) 2-8-0 to 3-6-8, Exterior(2E) 3-6-8 ,,���/1 I N II; Exp C; Encl., GCpi=0.18; (directional) and -1-4-0 to to 4-10-7, Interior(1) 4'-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & ,��. ON � •, �� �i� E N MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 ,�,� G S; �`�•.• �� plate grip 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� ,•��,� i to the use of this truss component. No 68182 •; 4) Provide adequate drainage to prevent water ponding. ;• 7k 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 0 S F �• /y 2=711,9=711. i T•••AI QK,••= �� 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Q 13 %'o ��,��� sheetrock be applied directly to the bottom chord. .'; 9 O N AL ��%%,, 11.111111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa R- 33610 Date: July 16,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall - building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 250E CR 3CAR BLK NO HS T24700299 2819382 1312 Roof Special Girder 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43U s Jun 2 ZU21 MI I eK Inaustnes, Inc. I nu Jul 15 15nil n u ZUZ1 Page 1 ID:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-Vu4hEigKhEF_dDi 1 HAcidyemlYcT6g12nX6unyxnBc 1-4-0 1-6-B , 2-10-7 6-2-13 10-3-5 15-0-0 , 21-5-2 25-7-8_ 1-4-0 1-6-8 1-3-15 3-4-6 4-0-8 4.8-10 6-5-2 4-2-6 Scale: 1/4°=l' 4x4 = n �1 3x4 = 3x10 = 3x10 = 4x4 = 3x4 = 6xB = 2-10-7 10-3-5 19-6-14 25-7-8 2.10-7 7-4-14 9.3-6 6-0-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.29 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.48 11-13 >641 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.73 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix -MS Weight: 144lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc puffins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 2-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-1-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-3-8 Max Horz 2=270(LC 7) Max Uplift 2=-653(LC 8), 10= 531(LC 8) Max Grav 2=1013(LC 13), 10=1061(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1799/910, 3-4= 2784/1346, 4-5=-3421/1710, 5-6=-1753/886, 6-7=-1799/1041, 7-8=-1277/745 BOT CHORD 2-14=-871/1754, 13-14=-1046/2157, 11-13=-378/1011, 10-11=-521/1018 WEBS 3-14— 641/1469, 4-14= 1551/838, 5-14=-611/1317, 5-13=-572/434, 6-13=-286/307, 7-13= 520/1154, 7-11=-85/377, 8-1 0=-1 343/697 NOTES- 1) Unbalanced roof live loads have been considered for this design. 111111111/� 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. t14111.1 � II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 `�� PQV VF, �A� 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `%� ,0 C E N S ., to the use of this truss component. :� •••�,� 4 `1 �� 4) Provide adequate drainage to prevent water ponding. %0 0. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. NO 68,182 6) • This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * •; ik Will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=653, 10=531. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 114 lb up at S OF : ��� 1-6-8 on top chord, and 67 lb up at 1-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of ice; � •^`� O R � 1 O P`; _,others.�� 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). i�Q LOAD CASE(S) Standard I11711111 , 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.68182 Uniform Loads (plf) MiTek USA, Inc. FL Cert 6634 Vert: 1-3= 54, 3-4=-54, 4-7=-54, 7-9=-54, 10-15=-20 6904 Parke East Blvd. Tampa FL 33610 Concentrated Loads (lb) Date: Vert: 3=73(F) 18=45(F) July 16,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS11TPll Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 2508 CR 3CAR BLK NO HS T24700300 2819382 C1 Jack -Open 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, hL - 33b6/, n.4ju s dun z zuz i rv0 i eK inauslnes, mu. i nu dw io W:J I:Zu eue I raye i I D:YARgCUhM7owkVEMpPNjefGzAwvz-z5e3R2rzSYNgENHDr[ErFgVue95OCkHvHRGf REyxnBb -1.4-0 0-11-4 1-4.0 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 TCDL 7.0 Lumber DOL 1.25 BC 0.05 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020lrP12014 Matrix -MP LUMBER -- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-226(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. V d) 6 N N O 0-1 Scale = 1:7.6 DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) 0.00 5 >999 240 MT20 244/190 Vert(CT) 0.00 5 >999 180 Horz(CT) 0.00 4 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. .9) 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=226. PQU I N 'S C E N & No 68182 :?� •• S OF '•� .441 N AX- �1.111111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6964 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to buckling of Individual truss web chord members only: Additional temporary and permanent bracing MiTek prevent and/or is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-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 2508 CR 3CAR BLK NO HS T24700301 2819382 C3 Jack -Open 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 6.4J1.) s Jun z zuzl mi I eK mausines, Inc. I nu jut l n l n:ji :zu zuzl rage 1 ID:zmbLkv5ELIDtgyehSMnND7z4_W x-z5e3R2rzSYNgENHDrfErFgVue92bCkHvH RGfREyxnBb 2-11-4 Scale=1:12.7 Plate Offsets (X Y)-- [2:0-0-4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone;. porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. a3) 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 fit between bottom ,'`11111111#// will the chord and any other members. 5) Refer to for truss to truss connections. o% I N girder(s) 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) ,�% PQU `�� ,� G EN S�•• 2=245. �� ••�\ �00 No 68182 S F : 4&/ � Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSUfPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS T24700302 2819382 C5 Jack -Open 4 1 Job Reference (optional) Builders FirstSource (I'lant Glty, FL), Flan uty, rL - J3bb/, 0.4JU 5 dun Z ZUL r IVII !UK rnUUbrlUb, InU. 11 m dUl 10 10.0 L.G r cu41 Faye I I D:zmbLkv5 ELI DtgyehS MnND7z4_W x-RH C R eOsbDsVhsXsQONm4n21 ?fZKAxAX2V 5ODzgyxnBa -1-4.0 4-11-4 1.4.0 4-11-4 J Scale = 1:17.6 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 TCDL 7.0 Lumber DOL 1.25 BC 0.46 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 4-11-4 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.07 4-7 >897 240 MT20 244/190 Vert(CT) -0.06 4-7 >913 180 Horz(CT) -0.00 3 n/a n/a Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirementsspecific 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=128, 2=196. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. PptU IN VFW �ii .` ON s'1�'.� No 68182 c STA OF '441� N A1- 11111it00 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII.7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiYek° prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/l Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS T24700303 9819382 D01 SPECIAL 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:31:22 2021 Page 1 I D:zmbLkv5EL1 DtgyehSMnND7z4_W x-wTmpsksD_9dYUgRcy4HJKFaBKzdHgW BCldlmV6yxnBZ -1-4-0 6-0-10 8-B-0 9 0 15-3-0 22-0-0 23-4-0 1-4-0 6-0-10 2-7-6 -4- 6.3-0 - 6.9-0 1-4-0 co .41 5x6 11 3x10 = 2x4 II 9-0-0 ¢4-p 0-0-0 0-0-0 15-3-0 i 21-0-0 2$•0,0 4 - 7-0-0. 0-0-0 6.3-0 6-5-0 0-4-0 Scale = 1:44.3 co 0 I6 -o o N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.14 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.12 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 126 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 8-12: 2x4 SP No.2 WEBS 2x4SPNo.3 SLIDER Left 2x4 SP No.3 2-7-10, Right 2x4 SP No.3 3-2-5 REACTIONS. (size) 8=0-3-8, 2=0-4-0, 14=0-4-0 Max Holz 2=434(LC 11) Max Uplift 8=-81 O(LC 12), 2=-617(LC 12), 14= 655(LC 12) Max Grav 8=616(LC 1), 2=423(LC 21), 14=752(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 6-9-0 oc bracing: 11-13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4= 314/885, 4-5=-233/588, 5-6=-260/596, 6-8=-556/1673 BOT CHORD 2-14=-411/208, 13-14=-411/208, 11-13=-1039/333, 10-11=-1308/549, 8-10=-1319/551 WEBS 4-13=-232/440, 6-10=-708/255, 6-11=-516/1370 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 23-4-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 8=810, 2=617, 14=655. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11111111111/��� ptU I N VF' �f4�, ON . • C E N S . No 68182 r :�•' ST OF :•4U i 111111111/11 Joaquin Velez PE No.68182 MiTek USA, Inc. R. Cert.6634 6964 Parke East Blvd. Tampa FL M3610 Date: July 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS T24700304 2819382 D01 S MONO TRUSS 3 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:31:23 2021 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-OgKB34trITIP5gOoWcoYtT7JPMuDP1 cLzPVJi ZyxnBY 1-4-0 6-0-10 _i 6-10-0 1-4-0 6-0-10 2-9-6 2x4 11 Scale = 1:29.0 4x4 = one 4- 7-11-8 8-10-0 -4- 7-7-8 0-10-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.36 6-10 >264 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 0.31 6-10 >301 1.80. BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4SPNo.3 REACTIONS. (size) 2=04-0, 6=0-3-8 Max Horz 2=332(LC 12) Max Uplift 2= 404(LC 12), 6=-408(LC 12) Max Grav 2=388(LC 1), 6=326(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 250/169 BOT CHORD 2-6=-495/202, 5-6=-495/202 WEBS 3-5=-300/736 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-8-4 zone; cantilever left exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=404, 6=408. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 00 IN .' GEN. No 68182 1001. O :. O F 4U :'� 1 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to 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 ANS11TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS T24700305 2819382 D02 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant Glty, I-L - 33b6/, t1.43u s dun z zun Mi I eK inausines, Inc. I nu dui i rO:J r:Z4 ZVL r raye i ID:zmbLkv5ELl DtgyehSMnND7z4_W x-ssuaHQuTW ntGj_b?4VJnPgfQymHeBRNUC3Eta?yxnBX 1-4-0 6-0-10 8-8-0 9 24 0 14-4-13 22.0-0 23-4.0 1-4.0 6-0-10 2-7-6 0.4- 5-4-13 7-7-3 1.4.0 011 46 = 3x6 = Scale = 1:43.2 m o °Io -a N LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.88 BC 0.73 WB 0.44 Matrix -AS DEFL. in Vert(LL) 0.27 Vert(CT) 0.23 Horz(CT) 0.03 (loc) Udefl Ud 9-11 >599 240 9-11 >703 180 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 144 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied. 7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x6 SP No.2 *Except* 6-10-0 oc bracing: 12-14 9-13: 2x4 SP No.2 P WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 9=0-3-8, 2=0-4-0, 15=0-4-0 Max Horz 2=423(LC 11) Max Uplift 9=-779(LC 12), 2=-559(LC 12), 15=-745(LC 12) Max Grav 9=586(LC 1), 2=392(LC 21), 15=808(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-263/469, 4-5=-191/409, 5-6=-221/435, 6-9=-638/1499 SOT CHORD 12-14=-1091/357, 11-12=-1225/513, 9-11=-1217/514 WEBS 6-11=-742/266,6-12=-555/1488,4-14=258/513 `,'litilillit,,', NOTES- ��� Pp%)IN ,1) Unbalanced roof live loads have been considered for this design. ♦♦♦ ,O G N 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. ♦♦ ,•'�,� `S4C`••,� �j II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 23-4-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and No 68182 forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 * ; •; 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. cc Z 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ST OF J� to the use of this truss component. 4 O • 5) All plates are 2x4 MT20 unless otherwise indicated. i� T •, �` P , � 6) Gable studs spaced at 2-0-0 cc. �j, (� O R 1 O • * N 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) fbetween the bottom This it designed herd r a live other ofm 0.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide /,� �O N A; E "%%% will 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where Joaquin Velez PE No.68182 used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other MiTek USA, Inc. FL Cert 6634 suitable treatment may be used if it does not corrode the plates. If ACC, CBA, or CA-B treated lumber is used, improved corrosion 6904 Parke East Blvd. Tampa FL 33610 protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this Date: design. Building designer to verify suitability of this product for its intended use. July 16,2021 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) on Inue on page WARNING - Verity 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 MOWis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2508 CR 3CAR BLK NO HS T24700305 2819382 D02 GABLE 1 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL - 33567, ts.vau s dun 2 zuct MI I eK mausmes, inc. I nu dw i o ro:a r:za 20e r rdye c ID:zmbLkv5ELl DtgyehSMnND7z4_W x-K2SyUmv5H4?7L89BdDgOyuCbiAdttudeOj_Ci6RyxnB W NOTES- 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE:, Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MBTek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 25011 CR 3CAR BLK NO HS T24700306 2819382 E7 JACK -OPEN 37 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 ti.43U s dun 2 zuzi mi I eK inausmes, Inc. I nu dui i b 1b::Sl:zb zuei rage 1 ID:YARgCUhM7owWEMpPNjefGzAwvz-K2SyUmv5H477L89BdDgOyuCawAbwt_XeQj_Q6Ry1nBW 7-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.93 Vert(LL) 0.22 4-7 >376 240 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.21 4-7 >390 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-195(LC 12), 2=-217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:23.1 m 19 m PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. A Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=195, 2=217. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 00%%11111111/.��'I �.� pa�IN • No 68182 • :?44/ Z ST OF � � n Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS T24700307 2819382 E7V Jack -Open 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ts.43u s .lun z zurt MI I eK Inousines, Inc. i nu uw io Ia;o i;eo 4u4 r rage r I D:YARgCUhM7owkV EMpPNjefGzAwvz-oFOKi6wj2O8_ylkNBwLFU5lkvawUcRmnfNj_etyxnBV -1-4.0 7-0-0 _ 1.4.0 7-0-0 4X4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.23 4-7 >356 240 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.22 4-7 >378 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-200(LC 12), 2=-210(LC 12) Max Grav 3=200(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:22.9 PLATES GRIP MT20 244/190 Weight:25 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 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. 0) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. ,6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=200, 2=210. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. {{III1111//j P.�IJIN �� �O .•DENS . �'�•, No 68182 S TE OF •u/Z ♦♦��ss fO N AL{E� �. /1.11111/ Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: July 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not A truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-e9 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 2508 CR 3CAR BLK NO HS T24700308 2819382 E7VA Jack -Open 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MI I ek Industries, Inc. I nu JUI 15 15:31:2/ 2u21 rage 1 I D:YARgCUhM7owkVEMpPNjefGzAwvz-GRZivRwMpiGraSJZJesU1 JH2R_N6Lu0xu1 TXAKyxnBU -1-4-0 7-0.11 1.4.0 7-0-0 3x4 6-1-8 Scale = 1:22.9, LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.00 6-12 >923 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.10 6-9 >864 180 f3CLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -AS Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-120(LC 12), 2— 195(LC 12), 5=-46(LC 12) Max Grav 4=126(LC 17), 2=361(LC 1), 5=226(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-737/709 BOT CHORD 2-6=-996/840, 3-6=-807/957 Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-3, Interior(1) 2-8-3 to 6-11-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should Verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=120, 2=195. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,�� PQU t N yE< 4e.. ��. .:I Is . GENS .0 �, • �'\ �i No 68182 0 �-10 (3O F �/ S1O N AL E �.��`• ►►nufal Joaquin Velez PE No.68182 MTek USA, Inc. R. Celt 6634 6904 Parke East Blvd. Tampa R. 33610 Date: July 16,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type •J City Ply 2508 CR 3CAR BLK NO HS T24700309 2819382 E7VB Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2u21 MI I eK Industries, inc. I nu Jul i b 10:s1:zt zun rage 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-GRZivRwMpiGraSJZleSU1 JHzB_ICLu0xu1TXAKyxnBU 11 0 4-1-8 7-0-0 1-4-0 4-1-8 2-10-8 0 6 3x4 Scale = 1:22.8. 4-1-8 7-0-0 4-1-8 2-10-8 Plate Offsets (X Y)-- [2.0-0-15 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.24 6-12 >344 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.22 6 >387 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.07 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 28lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4— 156(LC 12), 2=-193(LC 12), 5= 25(LC 12) Max Grav 4=172(LC 17), 2=364(LC 1), 5=154(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-807/767 BOT CHORD 2-6=-1063/895, 3-6=-862/1025 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 •2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ,,1111111/,f#, 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 ,s%%00 ... N VE�� t- � will fit between the bottom chord and any other members. ♦� , • E N • •• �� 5) Refer to girder(s) for truss to truss connections. �� .•� SF''.• �i 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. NO 68182 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) * •; >ft 4=156, 2=193. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum -O sheetrock be applied directly to the bottom chord. •• CuT O F (V O R k O N A%����� Joaquin Velez PE No.68182 MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 - Job Truss Truss Type Oty Ply 2508 CR 3CAR BLK NO HS T24700310 2819382 E7VC Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.4ju s dun z zuz7 ivii i eK muusmes, mu. i nu dui is 10:o I:Zo GVL 1 raye 1 ID:YARgCUhM7owkV EMpPNjefGzAwvz-kd747nx_a?OiCbumlLOjaW g7eNj44lo46hC4jmyxnBT 1-4-0 2-1-8 4-8-2 _ 7-0-0 1-4-0 2-1-8 2-6-10 2-3-14 4x4 ; 3.00 12 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.83 Vert(LL) 0.16 3 >528 240 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.16 3-7 >506 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(CT) -0.12 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 12) Max Uplift 5=-32(LC 12), 2=-224(LC 12), 6=-162(LC 12) Max Grav 5=24(LC 17), 2=313(LC 1), 6=257(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-9=-269/67 BOT CHORD 3-7=-558/328 WEBS 4-7=-438/749 Scale = 1:22.6 m v 0 PLATES GRIP MT20 244/190 Weight: 31 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40111; eave=7ft; Cat. • 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. .3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers.parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 5 except (jt=lb) 2=22416=162. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,ttilIIIII1111,, PGO IN VFW 0 No 68182 S OF N A� EC���� 11 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS T24700311 2819382 F01 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:31:31 2021 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_W x-9CpDlpzstwmH33dL_TxRB9ShVbnOHhnW pfRIJ5yxnBQ -1-4-0 4-4-0 B-8-0 _ 10-0-0 1-4.0 4-4-0 4.4-0 1 1-4-0 Scale = 1:21.5 4x4 = 4x8 = 48 = 4- 4.4.0 B-4-0 -8- 4- 4-0.0 4.0-0 1- Plate Offsets (X Y)-- [2:0-4-0 0-2-1] [6:0-4-0 0-2-11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.03 8-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.03 8-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 45 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-4-0 Max Horz 2=-103(LC 10) Max Uplift 2=-481(LC 12), 6=-481(LC 12) Max Grav 2=393(LC 1), 6=393(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-310/1107, 4-6=-310/1107 BOT CHORD 2-8=-777/250, 6-8=-777/250 WEBS 4-8=-519/140 NOTES- •1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDLm4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-4-0, Exterior(2R) 4-4-0 to 8-2-0, Interior(1) 8-2-0 to 10-0-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=481,6=481. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,1�IIIIIII//IIII Ppk3lN I� .� �� •'DENS' . c� •� i No 68182 OF TR ONA& �1111/.11111111', Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not wi, a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plates Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS T2470D312 2819382 H7 DIAGONAL HIP GIRDER 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33557, Id.43U s Jun Z ZUZI MI I eK Inausmes, Inc. I nu JUI in lb:Jl:3J zuzl rage l I D:YARgCUhM7owkVEMpPNiefGzAwvz-5bxzAV760YO_I Nnj5uzvHaX4SOQz1XypGzwrOzyxnBO -1-10-10 5-2-5 9-10-13 1-10-10 i 5-2-5 4-8-8 Scale = 1:22.7 V� 3x4 = 5.2-5 4-7-12 0-0112 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.44 Vert(LL) 0.04 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code, FBC2020/TPI2014 Matdx-MS Weight: 43 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=278(LC 8) Max Uplift 4= 147(LC 8), 2=-349(LC 8), 5=-178(LC 9) Max Grav 4=124(LC 1), 2=517(LC 1), 5=330(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-765/459 BOT CHORD 2-7=-524/693, 6-7=-524/693 WEBS 3-7=-26/286, 3-6=-751/568 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 •2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `11►11111111j� `,%� 11 N VF�� 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 fit between bottom ,,� OPQ + will the chord and any other members. 5) Refer to for truss to truss ,% , G F N '��� SF•.• girder(s) connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) �� •••\,� i 4=147, 2=349, 5=178. No 68182 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 18 lb up at 1-5-12, 64 lb down and 18 lb up at 1-5-12, 5 lb down and 100 lb up at 4-3-11, 5 lb down and 100 lb up at 4-3-11, and 37 lb down == and 155 lb up at 7-1-10, and 37 lb down and 155 lb up at 7-1-10 on top chord, and 41 lb up at 1-5-12, 41 lb up at 1-5-12, 5 lb = -O down and 54 lb up at 4-3-11, 5 lb down and 54 lb up at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 on bottom S F •� chord. The design/selection of such connection device(s) is the responsibility of others. face front back - . Al ; 8) In the LOAD CASE(S) section, loads applied to the of the truss are noted as (F) or (B). ✓T� , P _,�� 4 A+ )L 0 R 1 O NLOAD �ndard�S�O 1) Dead Roof ve (balanced): Lumber Increase=1.25, Plate Increase=1.25 N AL E��` 1/11111111 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Joaquin Velez PE No.68182 Concentrated Loads (lb) MiTek USA, Inc. FL Cert 6634 Vert: 13=-75(F=-37, B=-37) 15=-10(F— 5, B=-5) 16=-57(F=-28, B=-28) 6904 Parke East Blvd. Tampa FL MM61.0 Date: July 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only,with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPI1 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 City Ply 2508 CR 3CAR BLK NO HS T24700313 28193B2 H17 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Builders FlrstSource (Flan city, FL), Flarlt city, FL - 33bbr, 0.46u J Jul] L eve ] rM 1 um Illuubt-0, n— lu uui l o ,a.o,..,a — I , U. , ID:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-dONby9_UeEuBgDCXXBSgkM?xf?AE09Fgl JAIsXyxnBP -1-10-10 2-2-3 1-10-10 2-2-3 Scale =1:9.1 2-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=109(LC 8) Max Uplift 3=-61(LC 1), 2=-249(LC 8), 4=-46(LC 1) Max Grav 3=51(LC 8), 2=165(LC 1), 4=40(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=249. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 75 lb up at 1-5-12, and 60 lb down and 75 lb up at 1-5-12 on top chord, and 48 lb up at 1-5-12, and 48 lb up at 1-5-12 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=150(F=75, B=75) 9=51(F=26, B=26) `III111111/1��� �,•� 001N VLc No 68182 -J3 ST OF :•44/ i 4 O R 1 O \�,�� ,��/�III111 tit 0% Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69M Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Wit Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 Duality Criteria, DSB-09 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 366110 Job Truss Truss Type Oty Ply 2508 CR 3CAR ELK NO HIS T24700315 2819382 PB2 VALLEY 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant Clty, FL - 33567, C.43u s dun z zuzi ml I eK inousmes, inc. i nu dui i o r o:o i:on euz i rage i ID:?1 YDfltmYJ1 NmupVDA3te2z4H2S-1 z2kbBONw9GiXgw6DJONM?dRHCBfDVo6jGPySsyxnBM 4-0.0 4.4-0 4-8-0 8-8-0 4-0-0 0-4-0 0-4-0 4-0-0 4x4 = 2x4 11 4x6 = 4x4 = Scale = 1:16.5 N I7 0 4-4-0 8-8-0 4-4-0 4-4-0 Plate Offsets (X Y)-- [2:0-1-12 0-0-0j [4:0-1-12 0-0-0j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.36 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0. Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stresslncr YES WB 0.08 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-P Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (lb) - Max Horz 1=82(LC 11) Max Uplift All uplift 100 lb or less at joints) 5, 6 except 1= 128(LC 17), 2= 264(LC 12), 4=-264(LC 12) .Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=319(LC 17), 4=302(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-133/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. •5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except Qt=lb) 1=128, 2=264, 4=264. 8). Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 6. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 1111111/111" E N S F� No 68182 �ccZ ; S OF 44/ � Al oil Joaquin Velez PE No.68182 M[Tek USA, Inc. FLCert 6634 6964 Parke East Blvd. Tampa fL.33610 bate: July 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2108 CR 3CAR BLK NO HS T24700316 2810382 PB3 VALLEY 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43U s Jun 2 2U21 mi I eK Inoustnes, Inc. I nu Jul 1 b 1 b:31:3b zuzi rage i I D:?l YDfltmYJ 1 NmupVDA3te2z4H2S-VA66oW 1 ?hTOZ9gVlm1 XcuC9dRcW oyx4Gyw8V?IyxnBL 2-0-0 4-4-0 6-8-0 _ B-8-0 2-6-0 2-4-0 2-4-0 2-0-0 6.00 12 2x4 = 3x4 = 3x8 11 3x4 = 2x4 = Scale = 1:16.5 O 4-4-0 8-8-0 4-4-0 4-4.0 Plate Offsets (X Y)-- 13:0-2-0,0-2-81, [5:0-2-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (lb) - Max Horz 1=35(LC 11) Max Uplift All uplift 100 lb or less at joints) 1, 7, 2 except 8=-142(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2 except 8=283(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-199/367, 3-4=-192/367, 4-5=-192/367, 5-6=-192/370 BOT CHORD 2-8=-258/148, 6-8=-258/148 WEBS 4-8=-218/469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-15 to 2-0-0, Exterior(2R) 2-0-0 to 6-0-0, Interior(1) 6-0-0 IIII�� to 6-8-0, Exterior(2E) 6-8-0 to 8-4-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 `�!!!II ,%% iN •3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific,� to the this truss component. `�� N N • �i� \ C' S�:•.•• �i use of `� 4) Provide adequate drainage to prevent water ponding. i NO 68182 5) Gable requires continuous bottom chord bearing. •�; 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * �• # 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. = -10 I 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2 except •• $ F : 44/ (jt=lb) 8=142. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 8. O•• i� ,(� •.,.<` P ; •� �� 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 0 R I GN,�� ON AC'��%% `. 1J.1111!! Joaquin Velez PE No'68182 MiTek USA, Inc. FL Cert 6634 6964 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing r� /� NhTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904;Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols Numbering System 0 General Safety Notes PLATE LOCATION AND ORIENTATION y 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-yid. 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[TPli: 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. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1.311, ESR-1352, F-SR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. 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 ANSIIrPI 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. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, g or less, if no ceiling is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber values established by others. 1 15. Connections not shown are the responsibility of others. © 2012 MiTek@ All Rights Reserved MM W1 0 MiTek® MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.