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HomeMy WebLinkAboutTruss258 'Southhall Lane, Suite 200 GF;�81 D Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ABBOCIATEB April 21, 2021 Building Department Ref: Adams Homes Lot: Lot 28 Blk. 3 Subdivision: Fort Pierce - Waterstone Address: 8319 Amalfi Cir. Model: 2265 3CF CR RHG KA # 21-3951 Truss Company: Builders First Source Date of drawings: 4/21/21 Job No.: 2718364 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 technioues. and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 4/21/2021 4/21/2021 Carl A. Brown, P.E. Scott Lewkowski, P.E. FL. # 56126 FL. #78750 FDS Engineering Associates, A TSG Company "Your Building Code Experts" petallaeleg� PABLo -,.,o . No 87 8 `� •'PN��f 4 Q S 1'qOF TF yes, t'A L/$'02°l QI'll lilt Luis Pablo Torres, P.E. FL. # 87864 CONNECTORS SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYM 0 1 PI-11 LUS24 / JUS24 895 / 835 4901510 ILA' 7 A HTU26/ THD26 3600 / 3470 1555 / 2330 ILA 0 B HTU28 / THD28 4680 / 6040 2140 / 2330 I1.6 0 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 I Lc 0 D HTU28-2 / THD28-2 4680 / 5005 3485 / 2595 lip 0 JE I HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 1 I U-2 0 IF I HGUS28-2 / THDH28-2 7460 / 8026 3235 / 3330 1 I IF 0 G HGUS263 / THDH26-3 5230 / 5245 2155 / 2340r1M0 HHGUS28-3 / THDH283 7460/7835 3235/43700 JTHJA26 / HJC26 9100/8990 4095/4370 28 3X8NOP ED Reviewed and Approved ❑ Reviewed with Notations ❑ Revise and Resubmit ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner IDS ENGINEERING ASSOCIATES Date: 04/2112021 By: ES Submittal No.: Project No.: 21-3951 Project Eng.: Luis Project Name: Adams Homes -Fort Pierce -Waterston -Lot 28 B13 VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL SOME CEILING FRAMING REQUIRED IN FIELD W BUILDER MAW WIND FORCE RESTS SYSTEwC4HWWW1NDASCE7.10 IMPORTANT ENCLOSED ExPOSURE CATEGORY C OCCUPANCY CATEGORr B This Drawing Must Be Approved And MPH WIND IMPORTANCE Returned Before Fabrication Will TWbSESHAW BEEN DESIGNED FOR A 1&0 PSF GOTrOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURRENr WITH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL• 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL• 07 PSF TCDL• 10 PSF BCDL: 10 PSF BCDL: 5 PSF By Date TOTAL: 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 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. (le. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING BAckcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend =8'-0" bearing 10'-0" bearing BUILDER: Adams Homes PROJECT: Inge Family BLOCK 160 MoDEL: 2265 C OR CR 3CAR ADDRESS: 1 0319 AMALFI CIR LOT I BLOCK: 28 PH3 SUBDIVISION: WATERSTONE CITY: FT PIERCE DRAWN BY. KSANCHEZ JOB ffi : 2718364 DATE; 04/05/2021 1 SCALE: F NTS PLAN DATE: 1 2021 REVISIONS: 1. 2- 3. 4. 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 305-1301 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: 2718364 - LOT 28 PH3 / WATERSTONE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2718364 Model: 2265 �ngFL 33610-4115 Lot/Block: 28 PH3 Subdivision: WATERSTONE - 8319 AMALFI CIRCLE Address: 8319 AMALFI CIRCLE, . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed; 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 48 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 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 T23641638 A01 4/21/21 23 T23641660 2 T23641639 A02 4/21/21 24 T23641661 E7 E7G 4/21/21 3 T23641640 A04 4/21/21 25 T23641662 4 T23641641 B7C E7S 4/21/21 4/21/21 4/21/21 26 T23641663 5 T23641642 B9C 4/21/21 27 T23641664 E7V E7V1 4/21/21 4/21/21 6 T23641643 B11C 4/21/21 28 T23641665 7 T23641644 B13C E7V2 4/21/21 4/21/21 29 T23641666 8 T23641645 B15 4/21/21 30 T23641667 E7V3 E22 4/21/21 4/21/21 9 T23641646 B 17 4/21/21 31 T23641668 10 T23641647 B19 G 1 4/21/21 4/21/21 32 T23641669 11 T23641648 B21 4/21/21 33 T23641670 G7 G9 4/21/21 4/21/21 12 T23641649 C1 4/21/21 34 T23641671 13 T23641650 C3 G11 4/21/21 4/21/21 35 T23641672 14 T23641651 C5 4/21/21 36 T23641673 G13 G15 4/21/21 4/21/21 15 T23641652 D7 4/21/21 37 T23641674 16 T23641653 D9 4/21/21 38 T23641675 G17 G19 4/21/21 17 T23641654 D11 4/21/21 39 T23641676 18 T23641655 D13 GX 4/21/21 4/21/21 4/21/21 40 T23641677 19 T23641656 D15 4/21/21 41 T23641678 M M01 4/21/21 4/21/21 20 T23641657 D17 4/21/21 42 T23641679 21 T23641658 D19 4/21/21 43 T23641680 MG MX 4/21/21 22 T23641659 D21 4/21/21 44 T23641681 MX1 4/21/21 4/21/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters %J11111111111111i vF�''•,�� provided by Builders FirstSource (Plant City, FL). `♦♦♦�POWN 'S-`G�EN W*-. Truss Design Engineer's Name: Velez, Joaquin ems♦` •� My license renewal date for the state of Florida is February 28, 2023. 68182 # ;� ,� 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 •, STATE OF designs comply with ANSI/TPI 1. These designs are based upon parameters �:��/ i��A% e P,. shown (e.g., loads, supports, dimensions, shapes and design codes), which were �,♦e ♦ O 1 N R O given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference , s........ ` ���*4f.ItN purpose only, and was not taken into account in the Al- ♦ preparation of these designs. MiTek or TRENCO has not independently verified the it applicability of the design parameters or the designs for any particular building. Before use, Joaquin Velez PE No.68182 the building designer should verify applicability of design parameters and properly Mrrek USA, Inc. FL Cert 6634 incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 6904 Parke East Blvd. Tampa FL W610 Date: April 21,2021 Velez, Joaquin 1 of 2 MI! MiTek". RE: 2718364 - LOT 28 PH3 / WATERSTONE MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2718364 Model: 2265 CR 3CAR Lot/Block: 28 PH3 Subdivision: WATERSTONE - 8319 AMALFI CIRCLE Address: 8319 AMALFI CIRCLE, . City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T23641682 PB 4/21/21 46 T23641683 PB1 4/21/21 47 T23641684 R2 4/21/21 48 T23641685 R7 4/21/21 2 of Job ' Truss Truss Type Oly Ply LOT 28 PH3 / WATERSTONE T23641638 2718364 A01 PIGGYBACK BASE TRUSS 5 1 Job Reference o tional Builders FirslSource (Plant City. FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:02 2021 Pace 1 m 0 Plate S tumqulutyzuvegl NK7 sxoNemzyuULB-6gisg9LAHB5vi4kl bWOsSjkMhV7zstNelerHUYzOrt? r1-4.q 5-4-0 8-11-0 15-1-6 21-0-0 25-8-0 31-1-13 36 2 11 42 7 8 44 0 p '1 4 0 5 4 0 3 7 0 6 2-6 5-10-10 4-8-0 5-5.13 ,6 213 6-4-13 1-4-81 Scale = 1:82.3 5x6 = 5x6 = 6.00 12 6 7 19 18 --- — y"y — sx4 = sxli = 3x6 = 2x4 II 6x8 = 46 = 8-M 17-4-8 25-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Lid PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.19 14-16 >999 240 MT20 244/190 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.35 12-25 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.07 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 241 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 4-18: 2x4 SP WEBS 2x4 SP No.3 No.3 WEBS 1 Row at midpt 5-17, 6-16 REACTIONS. (size) 2=0-8-0, 18=0-3-0, 10=0-7-8 Max Harz 2=-421(LC 8) Max Uplift 2=-438(LC 10), 18=-856(LC 10). 10=-677(LC 10) Max Grav 2=377(LC 19), 18=1982(LC 15), 10=1623(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-410/729, 34=320/393, 4-5=-276/320, 5-6=-1639/1038, 6-7=-1539/1002, 7-8=-1748/1033,B-9=-2600/1261,9-10=-2789/1311 BOT CHORD 2-19=-601/263, 18-19=-601/263, 17-18=1776/692, 4-17=-338/275, 16-17=-500/1469, 14-16=-369/1407, 12-14=-727/1936, 10-12=-974/2432 WEBS 3-18=397/786, 5-17=-1944/706,5-16=0/297, 6-16=-108/284, 6-14=-83/444, 7-14=178/507, 8-14=-794/466, 8-12=-143/675, 9-12=-367/298, 3-19=-492/214 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.1B; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-4-2, Exterior(2R) 15-4-2 to 31-1-13, Interior(1) 31-1-13 to 40-0-0, Exterior(2E) 40-0-0 to 44-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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=438, 18=856, 10=677. ,%N%oPpU I N 1 VF�'�i,�. I No 68182 �:• ST OF :��/Z 11111 Joaquin Velez PE No.68182 Mfrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-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 buss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety !.formation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 2718364 Truss PIGGYBACK BASE TRUSS Ply I LOT 28 PH3 / WA T23641639 c� 0 FirstSource (Plant City, FL), Plant City. FL - 33567, ��� �eierenoe o uonal 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:04 2021 Page 1 ID:6gD l0H2OVeg1 Nkl sxoNemzyuU LB-2Cpd5gMRpoMdxOuPjxOKY8ggSJr4KoLwlyKNYOzOrsz 1-4- 4.10-2 8-11-0 15-1.6 21-0-0 25-8-0 31-1-13 36-2-11 42-7-8 4-0- 1-40 4-10-2 4-0-14 6.2-6 5-10-10 4-B•D 5.5-13 5.0-13 6-4-13 1-4.8 5x6 = 5x6 = 01 19 3x4 = 3x6 = 3x6 i 6x8 = 46 = 3x8 II Scale = 1:82.0 8-11-0 6.11.0 7 0 174-8 25-8.0 33-7-0 6-11-0 0- -0 8-5-8 BJ-8 42-3.8 42 7-8 1-y,e 7-11-0 8-8-8 0-4 0 Plate Offsets (X Y)-- [2:0-2-9 0-1-8] [4:0-2-8 0-3-41[7:0-3-0 0-2-0] [8.0-3-0 0-2-0] [10 0-3-0 0-3-0] [11:0 0 8 Ed e] LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DO 1.25 CSI. TC 0.66 DEFL. in (loc) I/defl Lid PLATES GRIP TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(LL) 0.25 19-22 >342 240 Vert(CT) -0.59 17-18 >718 180 MT20 244/190 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES Code FBC2020/TP12014 WB 0.96 Matrix-MSH Horz(CT) 0.10 11 n/a n/a Weight: 237lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing BOT CHORD 2x4 SP No.2 'Except` directly applied or 3-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied 5-19: 2x4 SP NoA 16-18: 2x4 SP No.t or 4-1-6 oc bracing. WEBS 1 Row at midpt WEBS 2x4 SP No.3 6-18, 7-15 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 19=0-3-0, 11=0-3-8 Max Horz 2=-421(LC 8) Max Uplift 2=-373(LC 10), 19=820(LC 10), 11=-711(LC 10) Max Grav 2=329(LC 21), 19=1984(LC 15), 11=171O(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-359/380, 3-5=-309/408, 5-6=-444/548, 6-7=-1973/1191, 7-8=-1644/1061, 8-9=-1867/1100, 9-10=-2620/1273, 10-11=-2789/1311 BOT CHORD 2-19=326/146, 18-19=-1813/621, 5-18=483/362, 17-18=-690/1915, 15-17=-450/1618, 13-15=-767/2005, 11-13=-956/2405 WEBS 3-19=192/310, 6-18=-1996/605,6-17=-179/372,7-17=-240/606, 7-15=-106/336, 8-15=-208/584, 9-15=-744/440, 9-13=-88/564, 10-13=-284/247 /111111/ NOTES- Unbalanced `,��� PQU IN I /10j roof live loads have been considered for this design. 2) � ,� •��`� i� •E•N Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 8=45ft; L=40ft; eave=5ft; Cat. II; Exp • \ S ,• G 4$'••, 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 15.4-2, Exterior(21R) : 15-4-2 to 31-1-13, Interior(1) 31-1-13 to 40-0-0, Exterior(2E) 40-0-0 to 44-0-0 zone; porch left exposed;C-C for members and forces No 68182 •� & 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. -10 : I 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 9 •• S F O • all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL = 10.0psf. .n , P �i� Q fi 1 Q •`• \ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=373, 19=820, 11=711. • `� JI�I lsS • •' • • • • • • \ �>`% ,�,, �ONA� 11✓ `,,� Joaquin Velez PE No.68182�/ Mfiek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ® 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, MiTek' storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-99 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 Oty Ply LOT 28 PH3 / WATERSTONE 2718364 A04 PIGGYBACK BASE TRUSS 1 1 T23641640 Job Reference (optional) Builders FirstScurce (Plant Cily, FL), Plant City, FL - 33567. 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:05 2021 Page 1 +y�iunc Vvey IINK I SXONemzyuULt-vt•NJAN3Z6UUZYcHexZ4LMg3 18BjBZ3la4 c4x4tzOrsy 11-44•0 -3-0 8--25-8-0 2-10.0 34.11-0 -3-8 7-4-8 42 4-8-0 3.2-0 6-1-0 7-4-8 5x6 = 6.00 12 5x6 = 13 12 11 10 3x6 = 4x6 II 2x4 II 4x8 = 4x6 II Scale = 1:81.6 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 0.73 BC 0.85 WB 0.77 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d 0.17 19-22 >420 240 -0.43 14-15 >999 180 0.09 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 265lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except* Structural wood sheathing directly applied or 2-2-0 oc purlins, 3-19,7-12: 2x4 SP No.3 BOT CHORD except end verticals. Rigid ceiling directly applied or 3-11-6 oc bracing. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 12-14 REACTIONS. (size) 2=0-8-0, 19=0-3-0, 10=0-3-8 WEBS 1 Row at midpt 4-15. 6-15 Max Horz 2=400(LC 9) Max Uplift 2=-282(LC 10), 19=862(LC 10), 10=-593(LC 10) Max Grav 2=274(LC 21), 19=1971(LC 15), 10=1623(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-361/423, 3-4=-2211/1124, 4-5=-1858/1075, 5-6=-1593/1061, 6-7=-2280/1349, 7-8=-2262/1200,8-9=-1902/914, 9-10=-1506/792 BOT CHORD 18-19=-1931/912, 3-18=-1818/949, 17-18=-130/267, 15-17=-825/2121, 14-15=-566/1635, 7-14=-286/313 WEBS 3-17=700/1874, 4-15=-502/335, 5-15=-129/589, 6-14=-470/1018, 11-14=-721/1719, 8-14=-45/493, 8-11=-779/528, 9-11=-668/1593 NOTES- 1) Unbalanced roof live loads have been considered for this design. `j%J111111111", 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Bpsf; h=15ft; B=45ft; L=40ft; save=5ft; Cat. II; %%��� POUI N 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 15-4-2. Exterior(2R) 15-4-2 �� ,�c•E•NS� to 31-3-14, Interior(1) 31-3-14 to 38-1-12, Exterior(2E) 38-1-12 to 42-1-12 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. No 68182 ► * �• •� 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 = —_ -p ; 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 = 10.0psf. ;� SF �• 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ql=lb) 2=282, O �� .� • , A, 19=862, 10=593. i� •, (Q R O•. \ �% ,O N Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904'Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ® 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 buss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Truss Type 2718364 I87C I HALF HIP TRUSS Qty I Ply I LOT 28 T23641641 Job Reference (optional) Builders FirstSource (Plant City. FL). Plant City. FL - 33567. 8,430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:18 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-evfv 1 dXD W56edYz6Xlgc65P 1 vydjcBb_z7k71 czOrsl 1-4- 3-9-4 7.0-0 13-5-6 19-10-12 2fi-4-2 33.9-4 39-3-8 46.8-0 3-9-4 3-2-12 6-5-6 6-5-6 6-5-6 7-5-2 5-6-4 7-4-8 Scale = 1:86.4 5x6 = 6.00 712 3x8 = 5x6 = 3x10 = 5x6 — 4x6 — — — 4x6 = 2x4 4 5 24 6 7 25 26 8 9 10 3 ST1.5xB STP = 1 2 3 jm 0 4x6 = 12 I� SvR = l `.. 19 '. 1/ 18 15 14 4x6 = 3x8 = 3x8 MT20HS = 3x10 = 2x4 11 6x8 = 11 2x4 II 3x8 —_ 3.50 12 ST1.5x8 STP = 3x4 11 7-0-0 339d 13-5-6 19-10-12 26.4.2 32-9- 7-0"0 6-56 6-5-6 6-5-6 6-Sfi 3. 81. 6 596-4 47 4-6 0.0-5 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 NO BCDL 10.0 Code FBC2020ITP12014 CSI. DEFL. in (loc) I/defl Lid TC 0.79 Vert(LL) 0.3717-18 >999 240 BC 0.84 Vert(CT) -0.48 17-18 >843 180 WB 0.72 Horz(CT) 0.13 14 n/a n/a Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 11=0-8-0, 2=0-8-0, 14=0-3-0 WEBS Max Harz 2=243(LC 8) Max Uplift 11=-474(LC 5), 2=-1401(LC 8), 14=-2120(LC 8) Max Grav 11=953(LC 14), 2=2B72(LC 13), 14=4189(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5753/2689, 3-4=-5622/2644, 4-5=-5121/2454, 5-6=-6666/3269, 6-7=-6666/3269, 7-8=-175/271, 8-9=535/798, 9-10=-1856/948, 10-11=-823/565 BOT CHORD 2-20=-2512/5135, 18-20=-3392/6914, 17-18=-3392/6914, 15-17=-2192/4520, 14-15=-2192/4520,13-14=-1718/1044,8-13=-833/686,12-13=-986/1874 WEBS 4-20=-760/1998,5-20=-2118/1078,5-18=0/400,5-17=-283/198,6-17=-795/676, 7-17=1230/2451, 7-15=0/466, 7-14=-5333/2635, 9-13=-2755/1508, 9-12=-161/394, 10-1 2=-925/1 800 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 482 lb FT = 20% Structural wood sheathing directly applied or 4-5-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 7-14 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 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. 10) Bearing atjoint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except (jt=lb) 11=474, 2=1401, 14=2120. 12) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. ®WARNING - Vedly 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Duality Criteria, DSB-89 and SCSI Building Component Satety Information available from Truss Plate Institute, 2670 Crain Highway. Suite 203 Waldorf. MD 20601 %%Pp1LU I N �F� 1�,�� F No 68182 �•' S F :.tU: . O ,• i ".11O N AO�Ec\���• 1 Joaquin Velez PE No.68182 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21, 2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Ply I LOT 28 PH3 / T23641641 Job Truss Truss Type 2718364 67C HALF HIP TRUSS (Plant City. FL), Plant City. FL - 33567, K 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:18 2021 Page ID:6gDI0H2OV1NklsxoN NOTES- eg emzyuULB-evfvldXDW56edVz6Xtgc65P1vydjcBb z7k7lczOrsl 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 733 lb down and 304 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: 1-4=-54, 4-10=-112(F=-58), 20-21=-20, 14-20=42(F=22), 12-13=42(1`=22), 11-12=42(1`=-22) Concentrated Loads (lb) Vert: 20=-475(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE Of Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/TP/f Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Jab Truss Truss Type Qty Ply LOT 28 PH3 / WATERSTONE 2718364 B9C Half Hip Truss 1 1 T23641642 Builders FirstSource (Plant Citv_ FL1 elar,r cnv FI _ 7ASF7 .. ...-. .. Job Reference (optional) __ ___. --.- -- - - ----• 8.wu s mar 22 2un MI I ek Industries, Inc. Tue Apr 20 10:29:20 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-aHngSlZTIjNMsr6Ufli4BWUMwmJo42JHRRDE6VzOrsj �1-4-q 4-94 9-0-0 17-3-1 25-6-2 32-9-B 39 1 11 46 8 0 1 4 0 4 9-4 4 2 12 8-3-1 6.Do FT 56 = 5xB = 24 25 265 Scale = 1:86.4 5x6 = 3x4 II 5x6 = 4x6 = 6 27 28 7 8 00 9 IC? N 10 17 16 15 14 13 4x6 = 3xB = 3x8 MT20HS = 2x4 II 3x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 3x6 = 6x8 = 10 3.50112 ST1.5x8 STP = 3x4 II I.9A 39-1-11 46-R.n CS]. DEFL. in (loc) Well L/d PLATES GRIP TC 0.89 Vert(LL) 0.22 16 >999 240 MT20 244/190 BC 0.87 Vert(CT) -0.34 18-21 >999 180 MT20HS 187/143 WB 0.89 Horz(CT) 0.11 13 n/a n/a Matrix-MSH Weight: 245 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-11 oc bracing. WEBS 1 Row at midpt 5-18, 5-14, 6-13 REACTIONS. (size) 10=0-8-0, 2=0-8-0, 13=0-3-0 Max Harz 2=297(LC 10) Max Uplift 10=-195(LC 7). 2=-636(LC 10), 13=-845(LC 10) Max Grav 10=428(LC 20), 2=1298(LC 1). 13=1790(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2316/1309,3-4=-2065/1141, 4-5=-1820/1097, 5-6=-1653/850, 8-9=-534/252, 9-110=363/273 BOTCHORD 2-18=1371/2046, 16-18=-1296/2311, 14-16=-1296/2311, 13-14=-846/1636, 12-13=-743/461, 7-12=-340/286, 11-12=-270/538 WEBS 3-18=-347/315, 4-18=-155/604, 5-18=-667/247, 5-16=0/311, 5-14=-752/508, 6-14=-145/610, 6-13=-1974/1055, 8-12=-787/454, 9-1 1=-252/530 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=6ft; 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 3-4-2, Exterior(2R) 3-4-2 to 14-7-14, Interior(1) 14-7-14 to 42-6-4, Exterior(2E) 42-6-4 to 46-6-4 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 lost 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 chard and any other members. 8) Bearing atjoint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=195, 2=636, 13=845. o PClU I N III,," .,. �.` J .•'\GENS No 68182 i �.. ST OF :�OJ .*.."0 N A� ,*N``�� Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown• and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. M6904 Parke East Blvd. Tampa, Parke 36610 East D 20601 Job Truss Truss Type Qty Ply LOT 28 PH3 / WATERSTONE 2718364 811C Half Hip Truss 1 1 T23641643 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Job Reference o Industries, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:07 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-SnVIjsPJ5jkCard_03_19mSBEWtZXBINRwZ28lzOrsw 1-4- 5-9-0 11-0-0 18-3-3 25-6.5 33-9� 39-1-11 46-8-0 -4- 5-9-4 5-2-12 7-3-3 7.3-3 8-2-15 5.4-7 7-6-5 Scale = 1:86.4 5x8 = 3x6 = 5x6 = 3x4 II 5x6 = 4x6 = 6.00 f12 4 25 26 5 6 77 W 7 6 __ o 2x4 II 3x6 = 3x8 = US = US = 3x6 = 3x6 = 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.19 16-18 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.34 16-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.11 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except* 7-13: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 10=0-8-0, 2=0-8-0, 13=0-3-0 Max Horz 2=35.1(LC 10) Max Uplift 10=-193(LC 7), 2=-627(LC 10), 13=-855(LC 10) Max Grav 10=475(LC 16), 2=1581(LC 15), 13=2023(LC 15) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2835/1228, 3-4=-2289/1067, 4-5=-2231/1077, 5-6=-1616/717, 8-9=-437/180, 9-10=-365/270 BOTCHORD 2-19=-1347/2565, 18-19=-1347/2565, 16-18=-1031/2029, 14-16=-1077/2231, 13-14=-712/1596, 12-13=-745/464, 7-12=-342/290, 11-12=-193/433 WEBS 3-18=-627/363, 4-18=-101/556, 4-16=-89/405, 5-14=-774/453, 6-14=-181/807, 6-13=-2010/944,8-12=-641/355, 9-11=-188/454 3.50112 10 ST1.5x8 STP = 3x4 II PLATES GRIP MT20 244/190 Weight: 261 lb FT = 20% Structural wood sheathing directly applied or 3-2-6 oc purlins, except end verticals. Rigid ceiling directly applied or 5-0-15 oc bracing. 1 Row at midpt 5-14, 6-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=6ft; 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 5-4-2, Exterior(2R) 5-4-2 to 16-7-14, Interior(1) 16-7-14 to 42-6-4, Exterior(2E) 42-6-4 to 46-6-4 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, with BCDL = 10.0psf. 7) Bearing atjoint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 10=193, 2=627, 13=855. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev 5/1912020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criferia, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway. Suite 203 Waldorf, MD 20601 I0 N i No 68182 1Z ST OF :�141 0'A, 4. O N A� SEC • Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 ' Job Truss Truss Type Qty Ply LOT 28 PH3 / WATERSTONE 2718364 B13C Hip 1 1 T23641644 Job Reference o tional Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:08 2021 Page 1 ID:6gDIDH2OVegl Nkl sxoNemzyuULB-xz38xCPxsl s3Q?CBymVGi_M9wEFGeeWgalbhBzOrsv 1.4- 6-6-15 13-0.0 19-11-3 26-8-13 33-8.0 39-1-11 46-8-0 -4- 6.6-15 6-5-2 6-11-3 6-9-11 6-11-3 5-5-11 7-g.5 Scale = 1:88.1 6.00 12 5x8 = Sx6 = 5 28 29 30 6 3x8 = 7 31 37 33 8 5x6 - „ 10 14 13 46 = 2x4 II 3x8 MT20HS =3x6 = 3x8 = 3x8 = 3x6 = 3x8 MT20HS II 46 o_ ui STP = 0 9 10 tv N 6 3.50112 6-6-15 13-0-0 6-6-15 6-5-2 19-11-3 6-11-3 26-8-13 33-10-0 39-1-11 46-8-0 Plate Offsets (X Y)-- fi-9-11 7-1-3 [4:0-3-0,0-3-0),[5:0-6-0 0-2-8][6:0-3-0 0-3-0) 18.0-3-15 0-2-13j [10 0 1 0 Edge], [12.0 2 4 0 2 Oj 5-3-11 7-6-5 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCDL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 TC 0.62 Vert(LL) -0.15 15-17 >999 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES BC 0.72 WB 0.81 Vert(CT) -0.17 11-22 >925 180 MT20HS 1871143 BCDL 10.0 Code FBC20201TPI2014 Matrix-MSH Horz(CT) 0.07 13 n/a n/a Weight: 258 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except' BOT CHORD B-13: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 2=0-8-0, 13=0-4-0 Max Horz 2=286(LC 9) Max Uplift 10=-163(LC 10), 2=-646(LC 10), 13=-859(LC 10) Max Grav 10=412(LC 16), 2=1519(LC 15). 13=2252(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2651/1260, 3-5=-1960/1053, 5-6=-1622/1013, 6-7=-1622/1013, 7-8=-54/604, 8-9=-167/708, 9-10=-502/254 BOT CHORD 2-19=1006/2514, 17-19=-1006/2514, 15-17=-615/1818. 14-15=-28511019. 12-13=-2146/1127, 8-12=-542/379, 11-12=-132/352, 10-11=-141/439 WEBS 3-19=0/269,3-17=-796/441,5-17=-122/628, 6-15=-395/358, 7-15=-431/965, 12-14=-306/1046, 7-12=-1831/904, 9-12=-1065/613, 9-11=0/375 Structural wood sheathing directly applied or 3-3-2 oc purlins. Rigid ceiling directly applied or 3-6-11 oc bracing. 1 Row at midpt 5-15. 7-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=6h; 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 7-4-2, Exterior(2R) 7-4-2 to 18-7-14, Inlerior(1) 18-7-14 to 28-0-2, Exterior(2R) 28-0-2 to 39-3-14, Interior(1) 39-3-14 to 42-8-0, Exterior(2E) 42-8-0 to 46-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.Opsf. 8) Bearing atjcint(s) 10 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=163, 2=646, 13=859. ® 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 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/TPIt Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ��,.oPQuiN 1VE< F i No 68182 Off. S OF :��/ � s�� N A� ��%%`40 �/1111111111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Truss Truss Type City I Ply L0T 28 2718364 1 B15 IHIP TRUSS 1 1 I T23641645 Builders FlrstSource (Plant City FL) Plant City FL 33567, Job Reference Indust 8.430 s Mar 22 2021 MITek Industries, Inc. Tue Apr 20 10:29:10 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-tMBuMuRCOe6mfJMZ38XknP4elkvOk Wzpaunil4zOrsl 11 5-3-15 8-11-0 15-0-0 23-4-0 31-8-0 35-2-9 41-5-0 1-4-0 5-3-15 3-7-1 6-1-0 8-4-0 8-4-0 3-6-9 6-2-8 3x6 = 6.00 12 5x8 = 5x8 = 5x8 = 5 28 6 29 30 31 7 Scale = 1:77.3 10 �o N ` 18 17 nV 5z12 II 2x4 II 6x8 = 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 2x4 SP No.2 *Except* 4-17: 2x4 SP No.3, 14-16,10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 A 2-6-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.87 Vert(LL) -0.20 11-13 >999 240 MT20 244/190 BC 0.81 Vert(CT) -0.34 11-13 >999 180 WB 0.95 Horz(CT) 0.06 10 n/a n/a Matrix-MSH Weight: 221 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-1-10 oc bracing. REACTIONS. (size) 10=Mechanical, 2=0-8-0, 17=0-3-0 Max Horz 2=269(LC 9) Max Uplift 10=-546(LC 10), 2=391(LC 10), 17=-892(LC 10) Max Grav 10=1448(LC 16), 2=372(LC 21). 17=1831(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-315/603, 3-4=-174/254, 4-5=-1488/846, 5-6=-2088/1263, 6-7=2088/1263, 7-8=-2030/1130,8-10=-2166/1193 BOT CHORD 2-18=-590/255, 17-18=-590/255, 16-17=-1633/790, 4-16=-1540/816, 13-15=-508/1309, 11-13=-748/1748,10-11=-914/1837 WEBS 4-15=-529/1396,5-15=-282/290,5-13=-514/1008, 6-13=-520/499, 7-13=-226/470, 7-11=-48/424, 3-18=-494/215, 3-17=-397/776 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE `"t,111IIIl11o1,' PQU IN �/ -*j 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; B=45ft; L=40(2E) ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior-1-4-0 t0 2-8-0, Interior(1) 2-8-0 to 9-4-2, Exterior(2R) 9-4-2 ,��� ``�% ,0 ,•\ G•E•N 5; .<F���i�' ••, to 20-7-14, Interior(1) 20-7-14 to 26-0-2, Exterior(2R) 26-0-2 to 37-5-0, Exterior(2E) 37-5-0 to 41-5-0 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 No 68182 • •� * requirements specific to the use of this truss component. _� ; 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been _= designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, BCDL i O••• S T OF ' �441- • with = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection �� T • A, ��'� O R Q• • (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 10=546, 2=391, 17=892. `��;,� �I ss �' • • • •'' \ �� .,11, 111NA1 E`,.. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 .6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ,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, is for individual �� ' and an building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP/1 quality Criteria, DSB-89 and BCSI Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 MiTek 6904 Parke East Blvd. Tampa, FL 36610 Truss 8364 I B17 I HIP TRUSS Ply I LOT 28 PH3 / WA T23641646 uu rtererence 0 nonal Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:11 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-LYkGZDSg9yEdHTwldv2zKccnx8FgT1kyMYXFHWzOrss 1-4- 5-3-15 8-11-0 17-0-0 23-4-0 29-8-0 35-4-12 41-5-0 1-4-0 5-3-15 3-7-1 8-1-0 6-4-0 6-4-0 5-8-12 B-O-q 3x6 = 5x8 = 6.00 12 2x4 11 5x8 = 296 30 31 32 7 14 19 18 V�� — 4X6 = -" ' " 5x12 II 2x4 II 6x8 = Scale = 1:79.3 4.U-4-U,CO a 0:U-b-U,U-Z-B y:U-6-0,0-2-8 10:0-7-12,Ed e 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 0.97 Vert(LL) -0.15 11-13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.28 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight: 233 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 or 4-1-9 cc bracing. 4-18: 2x4 SP N0.3, 10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 -t 2-6-0 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 18=0-3-0 Max Horz 2=310(LC 9) Max Uplift 10=-546(LC 10), 2=-392(LC 10), 18=-891(LC 10) Max Grav 10=1458(LC 16), 2=368(LC 21). 18=1865(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-320/599, 3-4=-213/290, 4-5=-1567/906, 5-6=-1748/1142, 6-7=1748/1142, 7-8=-1907/1103, 8-10=-2230/1176 BOT CHORD 2-19=584/242, 18-19=-584/242, 17-18=-1686/813, 4-17=-1551/858, 14-16=-530/1375, 13-14=-689/1604,11-13=-917/1898,10-11=-917/1898 WEBS 3-18=-373/734, 4-16=-457/1337,5-14=-329/653,6-14=-386/376, 7-14=-100/268. 7-13=-85/471, 8-13=-358/271, 3-19=-495/216 NOTES• 1) Unbalanced roof live loads have been considered for this design. ♦♦♦♦OPQU I N V 2) Wind: ASCE 7-16; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. ♦♦ , G•E•N •••, �� �� 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 11-4-2, Exterior(2R) ♦♦ ,• �� S� 11-4-2 to 22-7-14, Interior(1) 22-7-14 to 24-0-2, Exterior(2R) 24-0-2 to 35-4-12, Interior(1) 35-4-12 to 37-5-0, Exterior(2E) 37-5-0 to 41-5-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip NO 68182 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. CC 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i9 •• .S O F 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide AN • , A,4 Q;,• � ♦� will fit between the bottom chord and any other members, with BCDL = 10.0psf. i� •.Q R ` Q • ♦�� 7) Refer to girder(s) for truss to truss connections. S �? 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) / N Al- 10=546,2=392,18=891. l�1/111111111t, Joaquin Velez PE No.68182 Mrrek USA, Inc. FL Cert 034 .6904 Parke East Blvd. Tampa FL W610 Date: April 21,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev 5/19/2020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qly Ply LOT 28 PH3 / WATERSTONE 2718364 B19 HIP TRUSS 1 1 T23641647 Builders FirstSource (Plant Citv. FL1 plant C9„ FI -735R7 Jab Reference o lional 0 - • - --- 6.430 s Mar 22 2021 MI I ek Industries, Inc. Tue Apr 20 10:29:14 2021 Page 1 I0:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-17Q P B FUiStcCBwfKl l cgyFEKbLHJgPpP3 VlvurzOrsp T1-4-q 5-3-15 8-11-0 14-0-11 19-0-0 27-8-0 34412 41 5 0 1 4 0 5 3 15 3 7 1 5 1-8 4-11-8 8-8-0 6-8-12 7-0-4 3x6 = 5x6 = 6.00 12 28 5x8 = 18 17 3XI2 11 '� � 2x4 II 6x8 = Scale = 1:79.6 LOADING (psi) TCLL 20.0 SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Lid PLATES GRIP TCDL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 TC 0.88 Vert(LL) -0.33 15-16 >999 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES BC 0.81 WB 0.64 Vert(CT) Horz(CT) -0.59 15-16 >661 180 0.10 10 nla n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 229lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 6-7,7-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 3-9-12 oc bracing. 4-17: 2x4 SP No.3, 14-16.10-12: 2x4 SP No.1 WEBS 1 Row at midpt 5-16. 7-15 WEBS 2x4 SP No.3 'Except' 7-15: 2x4 SP No.2 SLIDER Right 2x6 SP No.2 A 2-6.0 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 17=0-3-0 Max Horz 2=351(LC 9) Max Uplift 10=-549(LC 10), 2=-401(LC 10), 17=-879(LC 10) Max Grav 10=1465(LC 16), 2=370(LC 19), 17=1901(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-339/633, 3-4=-245/333, 5-6=-1531/962, 6-7=-1322/938, 7-8=-1790/1050, 8-10=2242/1160 BOT CHORD 2-18=618/242, 17-18=-618/242, 16-17=-1692/744, 4-16=-311/247, 15-16=561/1229, 13-15=-603/1473,11-13=-892/1906,10-11=-892/1906 WEBS 3-17=405/791, 5-16=-1728/802, 5-15=0/367, 6-15=-28/388, 7-15=-351/138, 7-13=103/590, 8-13=-524/340,3-18=-490/217 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 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 13-4-2, Exterior(2R) 13-4-2 to 33-3-14, Interior(1) 33-3-14 to 37-5-0, Exterior(2E) 37-5-0 to 41-5-0 zone; cantilever right exposed ; 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 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 = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=549, 2=401, 17=879. ,%oPQU IN No 68182 �.' ST OF N`%�� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ADM 21.2021 ® WARNING - Veriy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/192020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is far 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 chordmembers only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 quality Criteria, DSB-89 and BCSI Building Component Sarety'...ation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 26 PH3 / WATERSTONE 2718364 B21 HIP TRUSS 1 1 T23641648 Job Reference o tional Builders FirstSource (Plant City, FL). Plant City. FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:16 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-iWY9cxWz_UswNEpjQSeBlgKkT9vz8DkhWpEOzkzOrsn 1-4- 5-3-15 8-11-0 15-1-6 21-0-0 25-8-0 31-1.13 36-2-11 42-7-8 -3-15 3-7-1 6-2-6 5-10-10 4-8-0 5-5-13 5-tl21 6-4-13 S 6.00 FIT 5x6 = 5x6 = 6 7 ITP = 10 to 18 17 sxo — 3x6 = 3x4 = 3x6 = 3x6 = 2x4 II 6xB = 5-3-15 1 8.8-0 8-11-0 -8 Scale = 1:83.4 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.60 BC 0.99 Vert(LL) -0.19 13-15 >999 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 1.00 Vert(CT) -0.37 11-24 >999 ISO Horz(CT) 0.07 10 BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH n/a n/a Weight: 238 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except' BOT CHORD 4-17: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 17=0-3-0, 10=0-7-8 Max Horz 2=405(LC 9) Max Uplift 2=-411(LC 10), 17=-889(LC 10). 10=-569(LC 10) Max Grav 2=377(LC 19), 17=1975(LC 15), 10=1548(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-403/656, 3-4=312/372, 4-5=-268/274, 5-6=-1640/1027, 6-7=-1541/1003, 7-8=-1750/1034, 8-9=-2612/1295, 9-10=2802/1351 BOT CHORD 2-18=-606/263, 17-18=-606/263, 16-17=1769/735, 4-16=-338/276, 15-16=-554/1459, 13-15=-436/1395,11-13=-810/1947,10-11=-I090/2453 WEBS 3-17=397/787, 5-16=-1933/768, 5-15=-2/298, 6-15=-92/287, 6-13=-88/446, 7-13=- 176/508, 8-13=-799/482, 8-11 =- 180/685, 9-11 =-374/327, 3-18=-491/214 Structural wood sheathing directly applied or 2-8-14 oc purlins. Rigid ceiling directly applied or 2-2-0 cc bracing. 1 Row at midpt 5-16, 6-15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(l) 2-8-0 to 15-4-2, Exterior(2R) 15-4-2 to 31-1-13, Interior(1) 31-1-13 to 38-7-8, Exterior(2E) 38-7-8 to 42-7-8 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 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=411, 17=889. 10=569. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 511912020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a buss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Thus Plate Institute. 2670 Crain Highway, Suite 203 Waldorf, MD 20601 i No 68182 •cc S A OF %% Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 .6904 Parise East Blvd. Tampa FL 33610 Date: April 21, 2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 r Job Truss Truss Type City Ply LOT 28 PH3 / WATE 2718364 ICI JACK -OPEN TRUSS T23641649 Builders FirslSource (Plant Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:21 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-2UL2feZ5oOVDU?hgD?EJkj1gxArvpiXRg5ynexzOrsi .1-4-0 0-11-4 1-4-0 0-114 Scale = 1:7.6 0-11-4 Plate Offsets (X Y)-- [2:0-1-4 0-0-21 0-11� LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 PLATES GRIP Vert(LL) 0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing BOT CHORD 2x4 SP No.2 directly applied or 0-11-4 oc purlins. 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=79(LC 10) Max Uplift 3=-3(LC 1), 2=-195(LC 10), 4=-15(LC 1) Max Grav 3=21(LC 10). 2=159(LC 15). 4=45(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 8=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 4) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=195. ���OPQUI N No 68182 ' S OF : 441 `�� Joaquin Velez PE Nd.68182 Miiek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/192020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for individual - an building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to ' prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required far stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, MiTek' storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway. Suite 203 Waldorf, MD 20601 Tamp Parke East Blvd. Tampa, FL 36610 cuss Truss Type Qty Ply LOT 28 PH3 / WATERSTONE 2718364 C3 JACK -OPEN TRUSS 6 1 T23641650 Job Reference o tional Builders FirstSource (Plant City. FL). Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:21 2021 Page 1 ID:ZYc6AOGNbVAfFO43ovpJT9ypvsQ-2UL2feZ5oOVDU?hgD?EJkjlgxAgnpiXRg5ynexzOrsi -1-4-0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 2-11-4 Plate Offsets (X Y)-- (2:0-4-4 0-0-41 2-11-4 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CS]. TC 0.23 DEFL. in (loc) I/defl Lid PLATES GRIP TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(LL) -0.01 4-7 >999 240 Vert(CT) -0.01 4-7 >999 180 MT20 244/190 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a Code FBC2020/TPI2014 Matrix -MP Weight: 12lb FT=20°/ LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing BOT CHORD 2x4 SP No.2 directly applied or 2-11-4 oc purlins. 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=132(LC 10) Max Uplift 3=-52(LC 10), 2=-155(LC 10) Max Grav 3=72(LC 15), 2=197(LC 15), 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=5.Bpsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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 except (jt=lb) 2=155: ,,`��1 N% PQU IN VFW , ie ,� No 68182 =-o: :cam • �.. ST OF :4uZ' P .: \�`�� R 1 AL,E�C� �. Joaquin Velez PE No.68182 M(Tek USA, Inc. FL Cent 6634 .6904 Parke East Blvd. Tampa FL 33610 Date: April 21, 2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design for valid 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, MiTek storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 quality Criteria, OSB-99 and SCSI 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 2718364 C5 Builders FirslSource (Plant City, FL Type JACK -OPEN TRUSS Oty I Ply I LOT 28 PH3 / 6 T23641651 Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:23 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ_sTo4KbMKelwjJr3KQGnp86xvzRuHcOj7PRujgzOrsg -1-4-0 4-11-4 1-4-0 4-114 3x4 = Scale = 1:17.6 Plate Offsets (X Y)-- [2'0-1-4 0-0-2] 4-114 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.52 DEFL. in (loc) I/defl Lid PLATES GRIP TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(LL) 0.06 4-7 >999 240 Vert(CT) -0.06 4-7 >908 180 MT20 2441190 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES Code FBC2020ITP12014 WB 0.00 Matrix -MP Horz(CT) -0.00 3 n/a n/a Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-107(LC 10). 2=-163(LC 10) Max Grav 3=134(LC 15), 2=267(LC 15), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.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. 11t �' ��� fill 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 3=107, 2=163. N �`,`QPQu No 68182 • ST OF <C/: Joaquin Velez PE No.68182 Mf rek USA, Inc. FL Cert 6634 .6904 Parke East Blvd. Tampa FL 33610 Date; April 21,2021 ® 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPll 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 Ply I LOT 28 PH3 / T23641652 F27 b Truss Truss Type 18364 D7 Half Hip Truss 21 Job Reference (optional) s FirstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:33 2021 Page 1 1'4- ID:6gD IOH2OVeg 1 Nk 1 sxoNemzyuU LB-in3aB Ijdzi? WwrC_W WR7DFXaZ?k?dyzCQzsQ3FzOrs W 7-0-0 14-1-12 21-1-12 28-1-12 35-1-12 42-3-8 1-4-0 7-0-0 7-1-12 7-0-0 7-0-0 7-0-0 7-1-12 5x8 = = 6.00 F12 3x4 3 18 419 0 3x6 — 2x4 II 6x12 MT20HS = 5x6 = 2x4 If 5x6 = 5 )n 6 of 7 I1 10 3x4 = 6x12 MT20HS = 4x8 = 28-1-12 Scale = 1:75.7 48 = 2x4 = 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 NO Code FBC2020/TPI2014 CSL TC 0.89 BC 0.92 WB 0.80 Matrix-MSH DEFL. Vert(ILL) Vert(CT) Horz(CT) in (loc) I/defl L/d 0.76 12 >662 240 -0.93 12-13 >544 180 0.19 9 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 428 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 •Except• TOP CHORD 1-3: 2x4 SP No.2, 3-5: 2x4 SP M 31 Structural wood sheathing directly applied, except end verticals. BOT CHORD BOT CHORD 2x4 SP No.1 Rigid ceiling directly applied or 5-7-4 do bracing. WEBS 2x4 SP No.3 *Except* 3-13,4-12,5-11,7-11,8-10: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=243(LC 8) Max Uplift 2=-1838(LC 8), 9=-1904(LC 8) Max Grav 2=3838(LC 13), 9=3792(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7653/3698, 3-4=-10467/5253, 4-5=11565/5793, 5-6=-10241/5130, 6-7=-10278/5162, 7-8=-6438/3223, 8-9=-3646/1969 BOT CHORD 2-14=-3378/6814, 13-14=-3371/6827, 12-13=-5300/10531, 11-12=-5811/11574, 10-11=-3298/6557 WEBS 3-14=0/460, 3-13=-2111/4165, 4-13=-1582/1135, 4-12=-554/1199, 5-12=-238/430, 5-11=-1509/770, 6-11=-888/758, 7-11=-2090/4172, 7-10=-2902/1819, 8-10=-3558/7112 M 0 A NOTES- 111111/1 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: ���QU I N V,,. Top chords connected as follows: 2x4 - 1 row at 0-7-0 cc. %% 0 Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. :- \ Ci•E•N & Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 14%�\' �•'• 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 No 68182 ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. -p Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 NJ- CC 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific i 3 S T OF : ��Cl; to the use of this truss component. , 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. F; 1 • • •w`G % ` 8) This truss has been designed fora 10.0 psf bottom chord live Iliad nonconcurrent with any other live loads. �I���O N AL ; % 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 ,I1111111 will fit between the bottom chord and any other members. Joaquin Velez PE Nd.68182 10) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify MITek USA, Inc. FL Cent 6634 capacity of bearing surface. 6904 Parise East Blvd. Tampa FL 33610 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) Date: 2=1838, 9=1904. 1 tknirddrnpa 'g*I:9P end with 0-0-0 right side setback 7-0-0 left side setback, and 7-0-0 end setback. April 21,2021 ® 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPll Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Truss 2718364 JD7 Ply I LOT 28 PH3 / WA Half Hip Truss I 1 I — I T23641652 Builders FirstSource (Plant City. FL). Filant City, FL - 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:33 2021 Page 2 NOTES- ID:6gDI0H2OVeg11 k1sxoNemzyuULB-in3aBljdzi?Wwrc wWR7DFXaZ?k?dyzCQzsQ3FzOrsW 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 605 lb down and 376 lb up at 7-0-0 on top 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=-54,3-8=-11B(F=-64), 9-15=-44(F=-24) Concentrated Loads (lb) Vert: 3=-347(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev 5/1W020 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSr/TPI! Quality Criteria, DSB-89 and SCSI 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 Qty Ply LOT 28 PH3 / WATERSTONE 2718364 D9 Half Hip Truss 1 1 T23641653 Jab Reference o tional Builders FirstSource (Plant City, FL), Plant City. FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:35 2021 Pane 1 ru. oqu iUnt u veg 1 NKI sxotvemzyuUL8-eAB LbRktVKGD99m N 1 x UblgcvapOe5gVUUHL W87zOrsU 1-4.0 4-6-10 9-0-0 17-6-0 25-7-12 33-9-8 42-3-8 1-4-0 4-6-10 4-5-7 8-6-0 8-1-12 8-1-12 8-6-0 5x8 = 5x8 = 2x4 II 6.00 12 4 21 22 23 5 6 24 25 Scale = 1:75.7 5x8 = 5x6 = 7 R rn O 4 ... 14 1J 12 11 10 9 3x8 = 3x4 = 4x6 = 4x4 = 3x10 = 5x6 = US 3x4 = 9-0-0 1 17-6-0 25-7_-12 33-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.46 12-13 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.68 12-13 >742 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD 4-5,7-8: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 *Except* 4-13,8-10:2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=297(LC 10) Max Uplift 2=-795(LC 10), 9=-720(LC 10) Max Grav 2=1633(LC 1), 9=1558(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3060/1713, 3-4=-2808/1535, 4-5=-3587/1972, 5-6=-3505/1847, 6-7=-3505/1847, 7-8=-2385/1242, 8-9=-1482/874 BOT CHORD 2-15=1734/2711. 13-15=-1449/2474, 12-13=-1984/3601, 10-12=-1267/2421 WEBS 3-15=346/316, 4-15=-30/414, 4-13=-593/1348, 5-13=474/374, 6-12=-404/345, 7-12=-668/1248, 7-10=-1105/774, 8-10=-1390/2673 PLATES GRIP MT20 244/190 Weight: 223 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 8-9, 5-12, 7-12, 8-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exter)or(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-4-2, Exterior(2R) 3-4-2 to 14-7-14, Interior(1) 14-7-14 to 38-1-12, Exterior(2E) 38-1-12 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=795, 9=720. %%%�� PQU I N 1 VFW F No 68182 * ir Z 0 ... S T OF ` %� 11111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21.2021 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. SM92020 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 buss system. Before use, the buildingdesigner must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf MO 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Oily Ply LOT 28 PH3! WATERSTONE 2718364 D11 HALF HIP TRUSS 1 1 T23641654 Builders FirstSOurce (Plant City- FL). Plant me 1=1 _ a2 _ .__ .. Job Reference o tional __ ___. - _._ - - - ---- o.430 s Mar 22 2u21 Mi t ek Industries, Inc. Tue Apr 20 10:29:24 2021 Page 1 4-0 ID:6gDIOH2OVegl NklsxoNemzyuULB-T21 Blgc_5xtnLTOFu7nOLMf?DNkgOgbtM38RFGzOrsf 1-5-8-8 11-0-0 18.10-12 26-7-12 34-4-12 42-3-8 1-4-0 5-8-8 7-10-12 7-9-0 7-9.0 7-10-12 3x8 = 5x6 = 3x4 = 5x6 = 3x6 3x4 II = _ ,,,, 4 19 20 21 5 6 22 2s ,, a 3x8 = 4x6 = Scale = 1:75.9 0 N 3x4 = 3xB MT20HS = 4x4 = 9 5xII LOADING (psf) TCLL 27.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L!d PLATES GRIP TCDL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 TC 0.99 Vert(LL) -0.37 12-14 >999 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES BC 0.60 WB 1.00 Vert(CT) Horz(CT) -0.64 12-14 >793 180 0.14 9 MT20HS 187/143 BCDL 10.0 Code FBC202OfTP12014 Matrix-MSH n/a n/a Weight: 222 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 TOP CHORD Structural woad sheathing directly applied, except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-10-9 oc bracing. WEBS 1 Row at micipt 5-14 REACTIONS. (size) 2=0-8-0, 9=0-3-8 2 Rows at 1/3 pts 7-9 Max Horz 2=351(LC 10) Max Uplift 2=-789(LC 10), 9=-726(LC 10) Max Grav 2=1953(LC 15), 9=1800(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3543/1674, 3-0-3168/1451, 4-5=-2827/1387, 5-6=-3514/1610, 6-7=-2615/1136 BOT CHORD 2-14=1742/3226, 12-14=-1703/3474, 10-12=-1531/3220, 9-10=-1001/2103 WEBS 3-14=478/406, 4-14=-280/1089,5-14=-915/389,6-12=-116/431. 6-10=-8891580, 7-10=-320/1215, 7-9=-2542/1216 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 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 5-4-2, Exterior(2R) 5-4-2 to 16-7-14, Interior(1) 16-7-14 to 38-1-12, Exterior(2E) 38-1-12 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.Opsf. 8) Bearing atjoint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=789, 9=726. os aU I N vE� i No 68182 ST OF :FLU: non Joaquin Velez PE No.68182 Mfrek USA, Inc. FL Geri 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21 2n91 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. � Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 lob Truss Truss Type Qty Ply LOT 28 PH3 / WATERSTONE !718364 T23641655 D13 Hip Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:25 2021 Paoe 1 u:tdquluH2Uveg1NklsxoNemzyuULB-xFbZVOccsF?eyc?SSrIFuZBGsn?UIJvOajw nizOrse r1-4-(� 6-1-0 11-2-0 13-0-0 20-11-0 2B-10-0 33 8 0 38 1 13 42 3 B 1 4 0 6 1 0 5 1 I) 1 10 0 7-11.0 7-11-0 4-10-0 4-5-13 4-1-11 Scale = 1:77.3 Sx6 = 6.00 12 2x4 11 6x12 MT20HS = 5x8 — 2x4 II 5 26 27 6 28 29 7 8 `V ie 14 13 12 11 3x6 = 5x6 = 2x4 II 2x4 II 5x8 = 6x8 = 11-2-0 1 20-11 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.62 DEFL. in (loc) I/defl Lid Vert(LL) 0.45 16-17 >999 240 PLATES GRIP TCDL 7.0 BCLL 0.0 Lumber DOL 1.25 Rep Stress Incr YES BC 0.90 WB 0.87 Vert(CT) -0.85 16-17 >596 180 MT20 244/190 MT20HS 187/143 BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Horz(CT) 0.31 11 nla n/a Weight: 256 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins, 5-7: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 4-9-3 oc bracing. Except: 4-19,7-13: 2x4 SP No.3, 16-17,15-16: 2x4 SP No.1 10-0-0 oc bracing: 17-19, WEBS 2x4 SP No.3 'Except' 13-15 WEBS 1 Row at midpt 17-20,10-11: 2x4 SP No.2 9-11 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Harz 2=236(LC 9) Max Uplift 2=-792(LC 10). 11=-697(LC 10) Max Grav 2=1655(LC 1), 11=1581(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3104/1676, 3-4=-4137/2325, 4-5=-4098/2411, 5-6=-3778/2211, 6-7=-3769/2203, 7-8=-3219/1924,8-9=-1927/1178 BOT CHORD 2-20=-1511/2751, 16-17=-1641/3138, 15-16=-1667/3267, 7-15=-685/487, 11-12=-775/1331 WEBS 3-20=-991/670, 17-20=-1606/2961, 3-17=-410/914, 5-17=-685/1381, 5-16=-329/896, 6-16=468/438, 7-16=-292/650, 12-15=-854/1778, B-15=-1139/2178, 8-12=-890/503, 9-12=82/531, 9-11=-1884/1132 `,`,'�l III,, 'IIN NOTES- `'' ,,` 1) Unbalanced roof live loads have been considered forShis design. . J �' . EN k S'�•.� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. ,� •.•�\ 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-4-2, Exterior(2R) 7-4-2 to 18-7-14, Interior(1) 18-7-14 to 28-0-2, Exterior(2R) 28-0-2 to 38-1-13, Ekterior(2E) 38-1-13 to 42-1-12 zone;C-C for members and : No 68182 Z * ;• •� forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 — 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. -p ; 4) Provide adequate drainage to prevent water ponding. O ;� ST O F : 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for 10.0 �41 • •• < P'�• a psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for live load �j Q R � Q N���` ��j ss a of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit "• • •' \�\� �� will between the bottom chord and any other members. ',�0N AI ,, 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=1b) 2-792, 11-697. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21.2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE, Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 tempora ry and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Qualify Criteria, DSB-89 and BCSI Building Component Safety In available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 28 PH3 / WATERSTONE 2718364 T23641656 D15 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City. FL), Plant City. FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:27 2021 Paoe 1 ru.oqulunZweg-INK 1 sxoNemzyuULtt-IdlJwiesOSFMCw9gZGLjz-HZ3ahTDBkJ21 P5sbzOrsc 1-4- 6-1-0 11-2-0 15-0-0 20-10-0 28-10-0 31-8-0 36-9-14 42-3-8 1-4-0 6-1-0 5-1-0 3-10-0 5-10-0 8-0-0 2-10-D 5-1-14 5-5-11 Scale = 1:79.8 5x6 = 6.00 F12 2x4 II 6x12 MT20HS = 5x8 — — 5 6 27 28 7 8 cu 3x8 = 14 13 12 11 3x6 = 5x8 = 2x4 II 2x4 11 4x8 = 6x12 MT20HS = Plate Offsets (X Y)-- [3:0-3-0,0-3-0] [5:0-3-0 0-2-0] [8:0-6-0 0-1-12] [12:0-3-0 0-1-8] [15:0-6 8 0 5 0] [18.0 3 0 Edge], [21 OV3 8 0 2 6] W-/-b LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.83 BC 0.93 Vert(LL) Vert(CT) -0.59 16-18 >863 240 -1.03 16-18 >489 180 MT20 244/190 MT20HS BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.35 11 n/a n/a 187/143 BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 265lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, 2-19: 2x4 SP No.2, 17-18,11-14: 2x4 SP No.1, 15-17: 'Except' 2x4 SP M 31 BOT CHORD except end verticals. Rigid ceiling directly applied or 2-2-0 cc bracing. Except: WEBS 2x4 SP No.3 6-0-0 cc bracing: 13-15 18-21,B-15: 2x4 SP No.2 10-0-0 cc bracing: 18-20 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 8-12, 9-11 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=277(LC 9) Max Uplift 2=-792(LC 10), 11=697(1_C 10) Max Grav 2=2003(LC 15). 11 =1 893(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3742/1680, 3-4=-5065/2348, 4-5=-5139/2504, 5-6=-3661/1908, 6-7=-3661/1908, 7-8=-3179/1735,8-9=-2302/1230 BOT CHORD 2-21=-1506/3478, 4-18=-300/321, 16-18=-1421/3396, 15-16=-1421/3305, 7-15=-613/433, 11-12=-869/1710 WEBS 3-21 =1 197/661, 18-21 =-1 586/3732, 3-18=-448/1141, 5-18=-905/2143, 5-16=-193/705, 6-16=412/399, 7-16=-174/531. 12-15=-101212634, 8-15=-1287/2856, 8-12=-1668/773, 9-12=16/496, 9-11=-2196/1181 `,,P�„� ,I', QU VF�1.,� NOTES- 1) Unbalanced roof live loads have been considered for this design. ,,.o•.. % .•�\ GE.N S�.•� e 10 2) Wind: ASCE 7-16: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf: h=15ft; 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 9-4-2, Exterior(2R) 9-4-2 to 20-10.0, Interior(1) 20-10-0 to 26-0-2, Exteriar(2R) 26-0-2 to 37-3-14, Interior(1) 37-3-14 to 38-1-12, Exterior(2E) 38-1-12 to 42-1-12 zone;C-C for : No 68182 * ;• members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component.$ -p ; 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss O F : �ZU �� �• •A. Q' •; 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 `� �j �,• \ �� • (� Q i • •""' • where a rectangle 3-6-0 tall by 2-0-0 wide fit e bottom d d any other Bate �\� �, A' '�11111111110 8) Prll ovideetween me mechanical connection bnothers of truss bearingigh capable ofwithstanding 100 lb uplift at hints except t-Ib (Y )P P 9 P 1 O P (j— ) 111N `� 2=792, 11=697. Joaquin Velez PE No.68182 Welk USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: April 21.2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, OSB-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 Truss 2718364 1017 Truss Hip Truss Ply I LOT 28 PH3 / WA T23641657 cieicnue o [tonal IrstSource (Plant City, FL). Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:29 2021 Page 1 ID:6gD10H2OVeg1NklsxoNemzyuULB-pOg4LNg6wUV4REIDhhNB2PMtDONPh6rcVLuCwUzOrsa 1-4 5-3-8 7-7-8 11-4-9 17-0-0 23-4-0 29-8-0 35-6-4 42-3-8 1-4-0 5-3-8 2-4-0 3-9-0 5-7-7 6-4-0 6-4-0 5-10-4 6-9-4 5x8 = 2x4 II 6x8 1 6,00 12 6 277 28 29 30 8 3x6 = 6x8 = 2x4 II -0-0 3x8 = 14 13 12 2x4 II 4x12 = Scale = 1:79.9 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.91 BC 0.83 Vert(LL) -0.57 18-19 >884 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.94 Vert(CT) Horz(CT) -1.07 18-19 >473 180 0.40 11 MT20HS 187/143 BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH n1a n1a Weight: 267lb FT=20b/o LUMBER- TOP CHORD 2x4 SP No.2 BRACING- BOT CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 1-6-7 cc purlins, 4-21,8-13: 2x4 SP No.3, 17-19: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* BOT CHORD except end verticals. Rigid ceiling directly applied or 4-9-9 cc bracing. Except: 5-19,3-19,19-22: 2x4 SP No.2 10-0-0 cc bracing: 19-21, 13-15 WEBS 1 Row at midpt 5-18 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=318(LC 9) Max Uplift 2=-788(LC 10). 11=693(LC 10) Max Grav 2=2014(LC 15). 11=1889(LC 16) FORCES, (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3796/1677, 3-4=-7590/3329, 4-5=-7680/3381, 5-6=-3419/1722, 6-7=-3024/1696, 7-8=-3024/1695,8-9=-2878/1531,9-10=-221811114,10-11=-1780/950 BOT CHORD 2-22=151113561. 18-19=-1971/4526, 16-18=-1223/3135. 15-16=-1045/2582. 8-15=-I 15/646 WEBS 5-19=-1276/3484, 5-18=-1675/893, 6-18=-378/1248, 6-16=-165/307, 7-16=-388/393, 8-16=-355/763, 9-12=-1037/671, 10-12=-891/1934, 12-15=-912/2002, 9-15=-1771854, 3-22=-3144/1415,3-19=-1392/3428,19-22=-199514814 J1uur� NOTES- 1) Unbalanced live ♦♦% QUIN ���"ij roof loads have been considered for this design. ♦♦ QP •• 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; 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) ��, , •��� C'EN `SAC ••� �� 2-8-0 to 11-3-6, Exteriar(2R) 11-3-6 to 22-7-14, Interior(1) 22-7-14 to 24-0-2, Exterior(2R) 24-0-2 to 35-6-4, Interior(1) 35-6-4 to 38-1-12, Exterior(2E) 38-1%to : NO 68182 •� 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying * applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. ' 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has '. $ OF been designed fora 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 ��,�• •it` P •• 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. ••., 0 R I ��'&/0NA� 8) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100lb uplift atjoint(s) except Qt=lb) 2=788, 11=693. `��`♦ >, Joaquin Velez PE No.68182 Mfrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL =10 Date: April 21,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev 5/192020 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 MiTek` ANSI/rPll Qualify Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 lob Truss Truss Type Qty Ply LOT 28 PH3 / WATERSTONE 2718364 D19 Hip Truss 1 1 T23641658 Job Reference o tional Builders FirslSource (Plant City. FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:31 2021 Page 1 E M O u.oyuruncuveg I PIK l sxoNemzyuULtd-IHygm3hNS51ohXSbo6Pf8gRFVC1 N9?_vzfNJ?MZOrsY 1-4 40-0 5-7-8 12-3-12 19-0-0 23-4-0 27-8-0 2 -10- 35-5-0 42-3-8 44-0-0 40-0 1-7-8 6-8-4 6-8-4 44-0 44-0 •2-0 6-7-0 6-10-8 1-8-8 Scale = 1:79.9 Sx6 = 6.00 F12 5x6 = 3x4 = 4x6 6 7 830 9 3x8 = 15 14 13 12 3x6 = 2x4 II 5x8 = 2x4 II 5x8 = 4x6 II 7-8 6- 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 0.80 BC 0.99 WB 0.96 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) 1/defl L/d 0.77 22 >658 240 -1.17 22 >433 1B0 0.54 12 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 290 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* 1-5: 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. Except: 4-23: 2x4 SP M 31, 19-21,16-19: 2x4 SP No.1, 9-14: 2x4 SP No.3 6-10-0 cc bracing: 21-23 10-0-0 cc bracing: 14-16 WEBS 2x4 SP No.3 *Except* 5-21,7-17: 2x4 SP No.2, 3-21: 2x4 SP M 31 WEBS 1 Row at midpt 5-21, 5-18, 7-17, 7-18 JOINTS 1 Brace at Jt(s): 16 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Horz 2=359(LC 9) Max Uplift 2=-789(LC 10), 12=-698(LC 10) Max Grav 2=1994(LC 15), 12=1847(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3750/1640, 3-4=-8854/3831, 4-5=-9161/4044, 5-6=-2989/1569, 6-7=-2645/1498, 7-8=-2321/1390, 8-9=-2605/1558, 9-10=-2788/1536, 10-11=-2174/1098, 11-12=-1739/936 BOT CHORD 2-24=-1496/3570, 23-24=-1496/3671, 21-23=-1223/3074, 20-21=-1800/4299, 18-20=-1799/4303, 17-18=-1057/2628, 16-17=-1043/2468, 9-16=-285/550 WEBS 5-21=-2072/5038, 5-20=0/288, 5-18=-1841/896, 6-18=-394/1029, 7-17=-456/258, 8-17=608/1074, 9-17=-766/580, 13-16=-912/1882, 10-16=-186/788, 10-13=-974/670, 11-13=-869/1886, 3-21=-3207/7742, 3-23=-4324/1793, 7-18=-171/265 1111111i11111 NOTES- ,,��� PQu INV 1) Unbalanced roof live loads have been considered for this design. Q •F�� J G•EN S'�••• �� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 8=45ft; L=40ft; eave=5ft; Cat. ,� •.•�\ � II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-4-2, Exterior(2R) 13-4-2 to 33-3-14, Interior(1) 33-3-14 to 38-1-12, Exterior(2E) 38-1-12 to 42-1-12 zone;C-C for members and forces & MWFRS for : No 68182 * ;• •� 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 — -p ; component. 4) Provide adequate drainage to prevent water ponding. O :• ST OF : 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed fora 10.0 bottom ��Z • • A, •• \�,`� � psf 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 her ,� ID Q �j ss ........ • • •�� % '��� ovbetween 8) Pride mechani al connection (by othe t ;� N A� E ���` s)lof ssrto bear nbers,lg plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=789, 12=698. Joaquin Velez PE N6.68182 Mfek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21 2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE Design valid far use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSB-89 and SCSI 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 Oty Ply LOT 28 PH3 / WATERSTONE 2718364 p21 T23641659 Hip Truss 1 1 Jab Reference (optional) Builders FirstSource (Plant City. FL), Plant City, FL - 33567. 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:32 2021 Page 1 5 -...y..,.,,­­­1'1n11.enicyUv D-CDvvl.zrl!UrtriniDMpwug2_HMbPsuWn2BJ7sXozOrsX r1-4-9 6-3-0 13-7-8 21-0-0 25-8-0 8-10 0 34 11 0 42 3 8 1 4 0 6 3 0 7 4 8 7-4-8 4-8-0 3-23 0 6-1-0 7-4-8 5x6 = 6.00 F12 5x6 = 5 6 ... 13 12 11 10 3x6 = 46 II 2x4 II 4x8 = 4xfi II 34-1 Scale = 1:81.6 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 0.73 BC 0.85 WB 0.73 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d 0.17 19-22 >421 240 -0.43 14-15 >999 180 0.09 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 265 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 3-19,7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD except end verticals. Rigid ceiling directly applied or 3-11-2 oc bracing. Except: 10-0-0 oc bracing: 12-14 REACTIONS. (size) 2=0-8-0, 19=0-3-0, 10=0-3-8 WEBS 1 Row at micipt 4-15, 6-15 Max Horz 2=512(LC 9) Max Uplift 2=-332(LC 10), 19=-806(LC 10), 10=-597(LC 10) Max Grav 2=286(LC 16), 19=1986(LC 15), 10=1631(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-481/458, 3-4=-2212/1140, 4-5=-1865/1077, 5-6=-1596/1063, 6-7=-2286/1343, 7-8=-2269/1194,8-9=-1931/949,9-10=-1514/798 BOT CHORD 18-19=-1947/843, 3-18=-1833/880, 17-18=-112/271, 15-17=-712/2145, 14-15=-436/1664, 7-14=-286/313 WEBS 3-17=-604/1895,4-15=-499/351,5-15=-130/592,6-14=-459/1019,11-14=-620/1669, 8-14=-39/505, 8-11=-755/484, 9-11=-635/1576 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,`Jr,J%J 1 111/11� 2) Wind: ASCE 7-16: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. ��� P,Qv I N VFW I� 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-4-2, Exterjor(2R) `�� ,� CC 15-4-2 to 31-3-14, Interior(1) 31-3-14 to 38-1-12, Exterior(2E) 38-1-12 to 42-1-12 zone; cantilever left and right exposed ; end vertical �� .••\,�C'•E•NS`�.•� �00 left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip . DOL=1.60 _ No 68182 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Z * ; to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. -10 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide O S T F 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 ofwithstanding 100 lb Uplift at'oint s except t-Ib ,���• ��.� '�• 2=332, 19=806, 10=597. g P 1 O P (1 -) I .......... Fi iSION A� 1EN0`>°� Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 .6904 Parke East Blvd. Tampa FL 33610 Date: ADN 212n21 ® 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 A T is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mi Iek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TF11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 6904 Parke East Blvd. Tampa, FL 36510 Job Truss Truss Type Qty Ply LOT 28 PH3 / WATERSTONE 2718364 E7 JACK -OPEN TRUSS 34 1 T23641660 Job Reference c lional Builders FirstSource (Plant City, FL), Plant City. FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:36 2021 Page 1 1-40 7-0.0 - --ouvpdroypvsuivigpnlvuou4nJLtbr/gru947Dn8gVEe6x54gazOrsT 1-4-0 7-0-0 Scale = 1:22.6 4 44 = Plate Offsets (X,Y)-- [2:0-1-4.Edgel 7.0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.93 BC 0.83 WB 0.00 Matrix -MP DEFL. in (loc) I/deft L/d Vert(LL) 0.22 4-7 >381 240 Vert(CT) -0.23 4-7 >368 180 Hcrz(CT) -0.01 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 24lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 10) Max Uplift 3=-161(LC 10). 2=-179(LC 10) Max Grav 3=199(LC 15), 2=343(LC 15), 4=124(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 8=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.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. fill" 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 3=161, 2=179. `,,,,,,," ,' I N VFW �� j,, ,`��OP,QU • No 68182 �.. S OF :�41J P R 1 o �\,,, % Joaquin Velez PE No.68182 MfTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21, 2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev 51192020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for individual ` an building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see MiTek" ANSI7TPI1 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 If Truss Truss Type Qty Ply LOT 28 PH3I WATERSTONE 2718364 E7G Manopitch Truss 1 1 T23641661 RidlHorc Fir.t'Z, ­.1PI-1 ra„ n \ oi", r F Job Reference o ticnal 3 y, L - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:37 2021 Pagel ID:6gDIOH2OVeglNklsxoNemzyuULB-aZJ506m8lxWxPSwl9MW3N5hNac5EZghnLagdCOzOrsS 4-0-13 _ 7-0-0 4-0-13 2-11-3 5x6 = 3xlo II 6x8 = ST1.5xe STP = Scale = 1:23.3 4-U-13 7-0-0 Plate Offsets (X,Y)-- [1:0-2-4 0-0-1] [4:Edge 0-4-0) 4-0-13 2-11-3 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.38 DEFL. in (loc) I/defl L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(LL) 0.05 5-7 >999 240 Vert(CT) -0.07 5-7 >999 180 MT20 2441190 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-8-13 oc bracing. REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Harz 1=184(LC 8) Max Uplift 1=-581(LC 8), 4=-663(LC 8) Max Grav 1=1268(LC 1), 4=1249(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1600/705 BOT CHORD 1-5=-757/1429, 4-5=-757/1429 WEBS 2-5=-681/1480, 2-4=-17551930 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.1B; 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. ' �Il 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 l0 Q`Qu IN V EZI�,, will fit between the bottom chord and any other members. 5) `,�%� 0 �,.�� G•E•N S�••� Referto girder(s) for truss to truss connections. ,`� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 1=581,4=663. NO 68182 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 670 lb down and 348 lb up at * ;• •� 1-4-12, and 670 lb down and 348 lb up at 3-4-12, and 670 Ito down and 348 lb up at 5-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). S Z. G F �� ' D LOAD CASE(S) Standard •A, P •• 1) Dead + Roof Live Lumber (balanced): Increase=1.25, Plate Increase=1.25 Uniform Loads (pig R , O• C'?`O�, Vert: 1-3=-54, 1-4=-20 41.0,�s ''� S��NA1-E�0%% Concentrated Loads (lb) Vert: 8=-670(F) 9=-670(F) 10=-670(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 WARNING - Verify design ® y g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/19R020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI 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 Qty IPly LOT 28 PH3 / 2718364 E7S I JACK -OPEN TRUSS T23641662 Builders FirstSource (Plant 2 Plant City, 4x4 = 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:38 2021 Page 1 I D:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-2ltTESnmo FeoOcVyi41 IwJEOmORZIOkxaEaBkSzOrs R Scale = 1:22.3 7-0-0 Plate Offsets (X Y)-- (1:0-1-12 Edge] LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.99 DEFL. in (loc) I/defl L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(LL) 0.25 3-6 >327 240 Vert(CT) -0.22 3-6 >376 180 MT20 244/190 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES Code FBC2020/TP12014 WB 0.00 Matrix -MP Horz(CT) -0.01 2 n/a n/a Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing BOT CHORD 2x4 SP No.2 directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=186(LC 10) Max Uplift 1=-69(LC 10), 2=-167(LC 10) Max Grav 1=265(LC 15), 2=202(LC 15), 3=125(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 4) This truss has been designed for a live load of 20.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) 1 except Qt=lb) 2=167. V��� ,`��OPQUIN No 68182 -9: :X_ ' ST OF .' �/Z :0 % /0NA� '. Joaquin Velez PE No.68182 Mfrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3W10 Date: April 21,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 5/192020 BEFORE USE Design valid for use only MiTek® with connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, MiTek- storage, delivery, erection and bracing of trusses and truss systems, see ANS//TPIr Quality Criteria, DSB-89 and SCSI 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 Oty Ply LOT 28 PH3 / WATERSTONE 2718364 E7V JACK -OPEN TRUSS 3 1 T23641663 Builders FirstSource (Plant Citv. FL). Plant City FI - 1aAA7 Job Reference (optional) n rnuusu ies, Inc. I ue Aprzu 1U:29:39 2U21 Pagel ID:6gDI0H2OVeglNklsxoNemzyuULB-WxRsRor Ymfem38GnYXSWnbPQgWlgN4ouJkHuzOrsQ 14-0 588 1-4-0 7-0-0 5.8-8 Scale = 1:22.7 3x4 I I—a n,I - 1.V-I-11 U-U-d -- LOADING (psf) SPACING- 2-0-0 CS DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DO 1.25 TC 0.87 Vert(LL) 0.33 6-9 >250 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.28 6-9 >300 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.04 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 27lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 10) Max Uplift 4=-45(LC 10), 2=-172(LC 10), 5=-114(LC 10) Max Grav 4=118(LC 15), 2=341(LC 15), 5=171(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. WEBS 3-6=-124/348 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 6=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 .1,'`1 /� will fit between the bottom chord and any other members. `%% C1U IN V� ,fe 5) Refer to girder(s) for truss to truss connections. `%% 0 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��� , •'-,� C•E•N 19 capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=1b) No 68182 2=172, 5=114. �•' S OF '•14/ O' 0 N AV_ ���• In Joaquin Velez PE No.68182 Mrrek USA, Inc. FL Cen 6634 .6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1 M020 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSIITP11 Qualify Criteria, DSB-99 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Truss 2718364 E7V1 Truss Jack -Open Ply I LOT 28 PH3 / WA T23641664 FirstSource (Plant City. FL). Plant City, FL - 33567, ��� 021Mi o uonal 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:40 2021 Page IO:6gD10H2OVeg1I klsxoNemzyuULB-?7?Ef8o0KsuWGweKgU3m?kJtGgB2mlEE1Y3HpLzOrsP -1-4-0 5-6 -8 1 4 0 5-6-8 7-0-0 1-5-8 Scale = 1:22.6 3x4 Plate Offsets (X Y)-- (2.0-2-1 0-0-8) 5-6-8 1.5-8 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.41 DEFL. in (loc) I/deft L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(LL) 0.12 6-12 >722 240 Vert(CT) -0.10 6-12 >808 180 MT20 244/190 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES Code FBC2020/TP12014 WB 0.00 Matrix -MP Horz(CT) -0.03 5 n/a n/a Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-14 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 10) Max Uplift 4=-102(LC 10), 2=-160(LC 10), 5=38(LC 10) Max Grav 4=137(LC 15), 2=363(LC 15), 5=194(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-744/683 BOT CHORD 2-6=-936/828, 3-6=786/889 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 4) This truss has been designed for a live load of 20.0 sf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom ,,`� �,, chord and any other members. 5) Refer to for truss to I N V �.4,,,''i C girder(s) truss connections. 6) Bearing ``,,OPau G•E•IV •' �� atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity bearing S�••• i of surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5 except (jt=lb) 4=102, 2=160. �� ,•'�� : n:0 681 82 * �. i ; S OF • �U: fill Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design ` is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling prevent of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection bracing MiTek• and of trusses and truss systems, see ANSI/TPII quality Criteria, OSB•99 and SCSI Building Component Safety Information available from Truss Plate Institute. 2670 Crain Highway, Suite 203 Waldorf. MD 20601 6904 Parke East Blvd. Tampa. FL 36610 Truss 2718364 IE7V2 (Jack -Open Qty I Ply I LOT 28 PH3 T23641665 Builders FirstSource (Plant City 3 Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:40 2021 Page ID:6gDIOH2OVegl NklsxoNemzyuULB-?7?Ef8oOKsuWGweKgU3m?kJnfg8BmlEE1Y3HpLzOrsP -1-3-6-8 14--4-00 7-0-0 3-6-8 3-5-8 3x4 N O !:1 Scale = 1:22.7 °'O 7-0-0 Plate Offsets (X Y)-- 12:0-1-13 0-0-ei (3:0-1-12,0-2-0) 3-6-8 3-5-8 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CS1. TC 0.77 DEFL. in (loc) I/deft L/d PLATES GRIP TCDL 7.0 BCLL Lumber DOL 1.25 BC 0.82 Vert(LL) 0.26 6 >320 240 Vert(CT) -0.24 5-6 >353 180 MT20 244/190 0.0 BCDL 10.0 Rep Stress Incr YES Code FBC2020/TP12014 WB 0.00 Matrix -MP Horz(CT) -0.08 5 n/a n/a Weight: 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing BOT CHORD 2x4 SP No.2 directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-10 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 10) Max Uplift 4=-133(LC 10), 2=-159(LC 10), 5=-18(LC 10) Max Grav 4=177(LC 15), 2=365(LC 15), 5=143(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-778/679 BOT CHORD 2-6=-939/847, 3-6=-807/896 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=5.8psf; h=15ft; 8=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & M WFRS 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 to the use of this truss component. specific 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • This truss has been designed for a live load of 20.0 sf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide p will fit between the bottom chord and any other members. 5) Refer to for truss girder(s) to truss connections. 6) Bearing atjoint(s) 2 considers ,N%% , N � parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. ��� ••�,� C'•E•s�•. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding100 lb uplift at'oint s 5 except t-Ib P 1 () P (1 -) NO 68182 4=133, 2=159. w DJV J STA OF ' 41J: �,���•.•(O N R10P•,�. ,��SS'O N AI �NCa %. 00 Joaquin Velez PE No.68182 Mfrek USA, Inc. FL Cent 6634 6904 Parise East Blvd. Tampa FL 33610 Date: April 21,2021 ® WARNING - Verify design parameters and READ. NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/192020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for individual an building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see MiTek' ANSI/TPl1 Duality 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 Qty Ply LOT 28 PH3 / WATERSTONE 2718364 E7V JACK -OPEN 1 1 T236416663 Builders FirstSource !Plant Mtv Ft 1 Plant Cit„ LI - 33567 Job Reference o tional I —• •• —••� —�� 8.430 s Mar 22 2021 MITek Industries, Inc. Tue Apr 20 10:29:42 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-xW6_4ggGsT8EVEojxv6E49PA5dv_E9W WVsYOuDzOrsN -1-4-0 1-6 8 4-1-2 7.0-0 1-4-0 1-6-8 2-6-10 2-10-14 3.50 F12 Io Scale = 1:22.6 Plate Offsets (X Y)-- (3:0-1-9 0-1-12) 1-6-8 5-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.08 3-7 >999 240 MT20 244/190 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.17 3-7 >488 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) -0.06 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-5-7 oc bracing. REACTIONS. (size) 5=Mechanical, 7=Mechanical, 2=0-8-0 Max Horz 2=241(LC 10) Max Uplift 5=-59(LC 10), 7=-101(LC 10), 2=-181(LC 10) Max Grav 5=59(LC 15), 7=232(LC 15), 2=322(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-284/303 BOT CHORD 3-7=-594/368 WEBS 4-7=-426/690 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; 8=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteriar(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5 except (jt=lb) 7=101. 2=181. i No 68182 OF tU ss,O N AL E�, �` �� 1111n► Joaquin Velez PE No.68182 MITek USA, Inc. FL Cent 6634 .6904.Parke East Blvd. Tampa FL 33610 Data: ADril 21-2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev 5/19/2020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 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 Qty Ply LOT 28 PH3 / WATERSTONE 2718364 E22 Jack -Open Truss 1 1 T23641667 Builders FirstSource (Plant Citv. FL). Plant City PI _ sssa7 Job Reference o tional 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:36 2021 Page 1 ID:ZYc6AOG NbVAfFo43ovpJT9ypvsQ-6MIjpnlVGdO4nJLZbf?gru9HVD yegV Ee6x54gazOrsT 2-2-8 Scale = 1:10.1 2x4 = 2-2-8 Plate Offsets (X Y)-- [1:0-1-4,Edgel 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 FBC2020ITP12014 CS I. TC 0.08 BC 0.09 WB 0.00 Matrix -MP DEFL. in (loc) I/deft L/d Vert(LL) -0.00 6 >999 240 Vert(CT) -0.00 6 >999 180 Horz(CT) -0.00 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 7 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=58(LC 10) Max Uplift 1=-21(LC 10), 2=-47(LC 10), 3=-5(LC 10) Max Grav 1=82(LC 15), 2=58(LC 15), 3=38(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.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) 1, 2, 3. ```,,'11"r�I',,' PptU I N VFY ``�% No 68182 .. S OF : �14/; Irn Joaquin Velez PE No.68182 Mfrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21, 2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE Design for valid use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to buckling �• prevent of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, MiTek' erection and bracing of trusses and truss systems, see ANSVTPl1 Duality 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 Qty Ply LOT 28 PH3 / WATERSTONE 2718364 IG1 Special Truss 3 1 T23641668 Builders FirstSource !Plant City FI 1 Plant rit„ FI _ 119n7 Job Reference o tional 1 mi, en wuusules, Inc. I Lie Apr zu 1 U:29:4J 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-PigMHAqudnG57NNvVddTdMxOGIAMzccgjWHxQgzOrsM -1-4-0 4-9-6 9-4-0. 13-10-10 18-8-0 1-4-1 4-9-6 4-6-10 4-6-10 1 4-9-6 Scale = 1:33.9 4x4 = e e t I`r o 4x4 = 7 5x8 = 44 = 9-4-0 18 8-0 Plate Offsets (X Y)-- 9-4-0 [6:0-1-4 Edgej [7:0-4-0 0-3-Oj 9-4-0 LOADING (psf) SPACING- 2-0-0 CS I: DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 2RO Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.12 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.26 7-10 >866 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Hcrz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 83 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=211(LC 9) Max Uplift 6=-309(LC 10), 2=-416(LC 10) Max Grav 6=688(LC 1), 2=765(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1162/988, 3-4=-875/739, 4-5=-876/741, 5-6=-1170/1016 BOT CHORD 2-7=-775/1073, 6-7=-813/1032 WEBS 4-7=-310/531, 5-7=-416/486, 3-7=-403/443 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-4 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-4-0, Exterior(2R) 5-4-0 to 13-4-0, Interior(1) 13-4-0 to 14-8-0, Exterior(2E) 14-8-0 to 18-8-0 zone;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 6=309, 2=416. 3I N VFW fee. i No 68182 �.. ST E OF :41 •c� O R O P `_,`� rO N A it �. n11 Joaquin Velez PE No.68182 Mfrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. April 21,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekO 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 ANS11rp11 Quality Criteria, DSB-89 and SCSI 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 Qty Ply LOT 28 PH3 / WATERSTONE 2718364 T23641669 ]G7 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:50 2021 Paqe 1 m o0 �+HUIUn<wag I INK IsxorvemzyuULB-13bUIZWHzx85SSPFPbF7PrkSXsZU6c8iK6UpAmzOrsF -1-4-0 7-0-0 9-0-12 -11 12-0-0 17-0-0 . 19-4-0 23-8-12 28-80 - 30-0-0 1-4-0 7-0-0 2-0-12 -10- 2-0-12 5-0-0 2.4-0 4-4-12 4-114 1-4-0 4x4 11 5x8 = 2x4 II 4x8 = 4x10 MT20HS = 3x8 = 4x8 = 8x10 = 3x8 = 7-0-0 12-0-0 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 NO Code FBC2020ITP12014 CSI. TC 1.00 BC 0.82 WB 0.93 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Lid 0.37 13-14 >934 240 -0.48 13-14 >721 180 0.13 9 n/a n/a PLATES MT20 MT20HS Weight: 152lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied. 1-3: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 `Except' BOT CHORD Rigid ceiling directly applied or 4-6-2 oc bracing. 9-12: 2x4 SP No.1 WEBS 2x4 SP No.3 `Except* 13-14: 2x4 SP No.1 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-219(LC 6) Max Uplift 2=-1307(LC 8). 9=-918(LC 8) Max Grav 2=2402(LC 1), 9=1727(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4670/2428, 3-4=-4834/2623, 4-5=-4991/2660, 5-6=-4989/2658, 6-7=-2934/1539, 7-8=-2980/1521,8-9=-3244/1663 BOT CHORD 2-15=-1996/4102, 14-15=-1999/4119, 13-14=-2388/4852, 11-13=-188614011, 9-11 =- 1349/2876 WEBS 3-15=-80/527, 3-14=-79311424, 4-14=-373/171, 5-13=-266/225, 6-13=-710/1186, 6-11=-2547/1419,7-11=-1192/2401,8-11=-394/274,4-13=-56/585 `,,`'11�����,','' NOTES- ,`` % PQv IN��� 1) Unbalanced roof live loads have been considered for this design. ,`` ,Q • \ G•E•N S �', 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 Win d: nd: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. `� .• �; ••, i 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific : No 68182 to the use of this truss component. * :• 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. DW 6) This truss has been designed for a 10.0 psf bottom chard 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 O ST O F will fit between the bottom chord and any other members. , '.� • 'off P 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) �s •.• Fj Q •• �\,�� 2=1307, 9=918. Hange s) or other ion shall be provided 9) 7-0-0, and 87 lb down andt164dlb up at)9 0-12 on top chord, end 371 Ito down and 194cient to support rated lb up tat 7( 0-01and 65 b downat9-012tand ,.11, ON Alt,,,, 1251 Ito down and 699 lb up at 9-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of Joaquin Velez PE No.68182 others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). MiTek USA, Inc. FL Cert 6634 69G4 Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: ,ontinued on nage2 April21,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid foruse only with MiTek® connectors. This design is based onlyupon 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 �� AA is always required for stability and to prevent collapsewith possible personal injury and property damage. For general guidance regarding the MiT ek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANS11TPH quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Truss ITruss Type Oty I Ply I LOT 28 2718364 I G7 Special Truss Builders FlrslSource (Plant City. FL), Plant City, FL - 33567. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-7=-54, 7-10=-54, 16-19=-20 Concentrated Loads (lb) Vert: 3=-114(F) 15=-371(F) 14=-40(F) 4=-87(F) 24=-1251(F) T23641669 I I I Job Reference (optional) 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:51 2021 Page 2 ID:6gD IOH2OVeg 1 Nk 1 sxoNemzyuU LB-AF90yvxwkEHy4c_Rzlm My2GdHGvjr3OrZm D N iCzOrsE ® 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17171oll quality Criteria, DSB-89 and SCSI 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 Oty Ply LOT 28 PH3 / WATERSTONE 2718364 G9 Hip Truss 1 1 T23641670 Builders FirstSource (Plant City FI 1 Plnnl Ci! ❑r - 33567 Job Reference (optional) - - - -- 8.430 s Mar 22 2u21 MI I eK Industries, Inc. Tue Apr 20 10:29:52 2021 Page 1 ID: ZYc6AOGNb VAfFo43ovpJT9ypvsQ-eRjmAFxYVYPpimZeXOHbUGpxLfDpagN?oOzwEezOrsD -1-4.0 4-6-10 9-0-0 14-4-0 19-8-0 24-1-7 28-8-0 30-0-0 1-4-0 4-6-10 4-5-7 5-4-0 5-4-0 4-5-6 4-6-9 1-4-0 Scale = 1:52.1 4x4 = 3x4 = 4x4 = 21 5 22 6 3x4 i 3x8 = 44 = 3x8 = 3x4 1 >-u-u 9-0-0 Plate Offsets (X,Y)-- [2:0-2-10 0-1-81 [8:0-2-10 0-1-8) 19-8-0 10-8-0 9-0- 0 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.22 10-12 >999 240 MT20 244/190 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.47 10-12 >730 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 HOrz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 140lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-213(LC 8) Max Uplift 2=-580(LC 10), 8=-580(LC 10) Max Grav 2=1133(LC 1). 8=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1979/1274, 3-4=-1704/1070, 4-5=-1485/1031, 5-6=-1485/1031, 6-7=-1704/1070, 7-8=-1979/1274 BOT CHORD 2-12=973/1787, 10-12=-852/1668, 8-10=-973/1749 WEBS 3-12=-378/357, 4-12=-205/505, 5-12=-335/260, 5-10=335/260, 6-10=-205/505, 7-10=-379/357 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; 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(l) 2-8-0 to 3-4-2, Exterior(2R) 3-4-2 ,��� it to 25-3-14, Interior(1) 25-3-14 to 26-0-0, Exterior(2E) 26-0-0 to 30-0-0 zone; for members and forces & MWFRS for reactions % P, .......... N VF4' I� shown; Lumber DOL=1.60 plate grip DOL=1.60 ,,� ,Q 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific .•��, �C`••, to the use of this truss component. 1 4) Provide adequate drainage to prevent water ponding. 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) O F •�: 2=580, 8=580. i $ �O ••. A �n Joaquin Velez PE No.68182 Mffek USA, Inc. FL Cert 6634 .6904 Parke East Blvd. Tampa FL 33610 Date: ADril 21.2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall piTek• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the iw fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSUTF11 Quality Criteria, DSB-89 and BCS/ 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 Qty Ply LOT 28 PH3 / WATERSTONE 2716364 G11 Hip Truss 1 1 T23641671 Builders FirstSource (Plant City FL) Plant Cit FL - 33567 Jab Reference 0 lional y 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:44 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-tvEIUWrXO50ykXy53K8i9aUWTRUli2jpyA1 Vy6zOrsL -1-4-0 6-6-0 11-0-0 15-0-0 5-9- 18.5-8 22-5-15 28-8-0 30-0-0 1.4-0 6-2-2 1-4-0 Scale = 1:53.9 5x6 = 4x4 = 4 23 5 64x4 = 4x4 = 4x4 = 3x4 = 3x4 = axe = 4x4 3x8 = Plate Offsets (X Y)-- (4:0-3-0,0-2-01(9:0-3-2 0-2-2) LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.59 BC 0.94 Vert(LL) Vert(CT) -0.25 11-20 >999 240 -0.53 11-20 >650 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 156 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 Structural wood sheathing directly applied or 3-6-9 oc purlins. BOT CHORD WEBS 2x4 SP No.3 Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-254(LC 8) Max Uplift 2=-580(LC 10), 9=-580(LC 10) Max Grav 2=1133(LC 1). 9=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1884/1167, 3-4=-1683/1099, 4-5=-1363/1015, 5-6=-1474/1076, 6-7=-1384/982, 7-8=-1599/1032, 8-9=-1881/1193 BOT CHORD 2-14=-845/1700, 13-14=-539/1295, 11-13=-639/1446, 9-11=-874/1650 WEBS 3-14=-386/372, 4-14=-209/514, 5-13=-275/435, 6-13=-549/366, 7-11=-257/520, 8- 11 =-412/376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; 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) %J11111111111 �/� 2-8-0 to 5-4-2, Exterior(2R) 5-4-2 to 15-0-0, Exterior(2E) 15-0-0 to 15-9-8, Exterior(2R) 15-9-8 to 24-1-6, Interior(1) 24-1-6 to 26-0-0, Exterior(2E) 26-0-0 to 30-0-0 for ���� ,�� PQU IN V F 1 ZCC zone;C-C members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer ,�1 ,o •. •........ G E N I 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. N O 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoinl(s) except Qt=lb) 2=580, �} ;� •� 9=580. � S ` 0 F 4. SSIo N A� E �;C� �. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ` a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MO 20601 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Truss Type 2718364 I G13 I Special Truss Ply I LOT 28 PH3 / WA T23641672 ce (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021`MiTek Industries, Inc. Tue Apr 20 10:29:45 2021 Page 1 I D:ZYc6AOG NbVAfFo43ovpJT9ypvsQ-L5o7iss990 WPMhXld2fyinOcQrgyRTdzB gm2UYzOrsK -14_-0 6-94 13-0-0 17-9-8 20-5.8 28-8-0 1-4-0 6-9-430-0-0 6-2-12 q_g_g 2-8-0 8-2-8 1-4-0 4x6 = 6.00 FIT 21 Scale = 1:55.1 3x4 = 3x4 = 3x4 = 4x8 = 2x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 'Except' 2-11: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Harz 2=-294(LC 8) Max Uplift 2=-580(LC 10), 7=-580(LC 10) Max Grav 2=1330(LC 15). 7=1326(LC 16) 17-9-8 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TC 0.90 Vert(LL) -0.24 10-12 >999 240 MT20 244/190 BC 0.91 Vert(CT) -0.42 10,12 1826 180 WB 0.44 Horz(CT) 0.06 7 n/a n/a Matrix-MSH Weight: 141 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-6-10 oc bracing. WEBS 1 Row at midpt 4-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2171/1275, 3-4=-1989/1230. 4-5=-2323/1614, 5-6=-1991/1330, 6-7=-2060/1256 BOT CHORD 2-12=905/2102, 10-12=-514/1404, 9-10=-882/1759, 7-9=-881/1750 WEBS 3-12=-442/423, 4-12=-281/867, 4-10=-797/1318, 5-10=-1151/884, 6-10=-157/470, 6-9=-31/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 8=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 17-0-0, Interior(1) 17-0-0 to 17-9-8, Exterior(2R) 17-9-8 to 24-5-8, Interior(1) 24-5-8 to 26-0-0, Exterior(2E) 26-0-0 to 30-0-0 zohe;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 t0 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 (jt=lb) 2=580. 7=580. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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/TPII qualify Criteria, DSB-89 and BCSI Building Component Safety Information available from. Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 No 68182 IZ �•' S OF � i 0 ID i SS1 N A1411,111 ; Joaquln Velez PE No.68182 Wrek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 MR MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 28 PH3 / WATERSTONE 2718364 G15 Special Truss 1 1 T23641673 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City. FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:47 2021 Page 1 aypvsu-wwvnurgumvvo-rngK I riUnC6ydeVxvLBFe6F9ZRzOrsl -1-4-0 6-9-4 13-0-0 19-9-8 22-5-9 28-8-0 1 4 0 6-9-4 6 2 12 6-9-8 2-8-0 6-2-8 104-0 46 = 6.00 F12 Scale = 1:54.9 3x4 = 3x4 = 3x4 i 3x4 = 3x4 = 3x4 = 9-2-0 16-1 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 0.92 BC 0.94 WB 0.56 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d -0.20 10-12 >999 240 -0.37 12-15 >926 180 0.08 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 138 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 Structural wood sheathing directly applied. BOT CHORD WEBS 2x4 SP No.3 Rigid ceiling directly applied or 2-2-0 cc bracing. REACTIONS. (size) 2=0-8-0, 1=0-8-0 Max Horz 2=-294(LC 8) Max Uplift 2=-580(LC 10), 7=-580(LC 10) Max Grav 2=1324(LC 15), 7=1320(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2149/1247, 3-4=-1967/1203, 4-5=-2064/1315, 5-6=-1974/1267, 6-7=-2198/1297 BOT CHORD 2-12=-883/2085, 10-12=-499/1401, 9-1 0=-1 243/2321. 7-9=-948/1882 WEBS 3-12=-446/412, 4-12=-279/834, 4-10=-506/1040, 5-9=-681/451, 6-9=-321/739, 5-10=-905/714 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 8=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 & MWFRS for reactions sh shown; LumberxDOL=(1.60 plate grip DOL=1 60erior(2E) 26-0-0 to 30-0-0 zone;C-C for members and forces Pav I N VFI",fe 3) Building a of Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ,,,`% i % , G•E•fV � Provide adequate drainage to prevent water ponding. ``♦ �.�� 5+�, � i 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 No 68182 * ;• ••� 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=580, 7=580. -p ; • S OF :��/. O %% Joaquin Velez PE No.68182 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not truss a system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible injury MiTek' personal and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPIl Qua Illy Criteria, DSB-89 and BCS1 Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MID 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 28 PH3 / WATERSTONE 2718364 G17 Special Truss 1 1 T23641674 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:48 2021 Page 1 I0:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-mgTFKtu1 RJuND9FtIADfKQeAJ2rCen9Pto?i5tzOrsH -1-4-0 6-9-4 13-0-0 19-4-10 21-9-8 24-5-8 28-8-0 30.0-0 1-0.0 6-9-0 6-2-12 6-4-10 2-4-14 2-8-0 1-4-0 Scale = 1:54.9 4x6 = 6.00 12 3x4 = 3x4 i 4 3x= 3x4 = 4x8 = 3x4 = 9-2-0 9-2-0 16-10-0 17 -4 1 21-9-8 24-5-8 28-8-0 _Plate Offsets (X Y)-- 12:0-2-10 0-1-81 (3:0-3-0 0-3-pj I8:0-0-12 0-0-01 7-8-0 -6- 4-5-7 2.8-0 4-2-8 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSL DEFL. in (loc) I/defl Lid PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.73 BC 0.94 Vert(LL) -0.22 11-13 >999 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.58 Vert(CT) Horz(CT) -0.38 13-16 >900 180 0.08 8 BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH n/a n/a Weight: 141 lb FT = 20% LUMBER- TOP CHORD 2x4 SP No.2 BRACING - BOT CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=294(LC 9) Max Uplift 2=-580(LC 10). 8=-580(LC 10) Max Grav 2=1323(LC 15), 8=1318(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2146/1218, 3-4=-1963/1173, 4-5=-2119/1304, 5-6=-3320/1888, 6-7=-2902/1650, 7-8=-2253/1315 BOT CHORD 2-13=878/2082, 11-13=-490/1396, 10-11 =-1 169/2314, B-10=-1003/1971 WEBS 3-13=-449/419, 4-13=-282/836, 4-11 =-521/1111, 5-11 =-914/663, 5-10=-523/1078, 6-10=-1444/852, 7-10=-554/1172 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16: VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) +itill I I 1111, 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 17-0-0, Interior(1) 17-0-0 to 21-9-8, Exterior(2R) 21-9-8 to 26-0-0, Exterior(2E) 26-0-0l0 30-0-0 zone;C-C for members and forces 8 MWFRS for t, I� �;OPQU �N VFW 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 `%•• � GEN use of this truss component. �� ,•• 4) Provide adequate drainage to prevent water ponding. • No 68182 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 � * � wide will fit between the bottom chord and any other members, 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=560, 8=580. :. ST OF 0�•••:OR10P'\�� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Anril')1 ')mi ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 511912020 BEFORE USE. L69114 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the k' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 e East Blvd. 36610 Job Truss Truss Type Qty Ply LOT 28 PH3 / WATERSTONE 2718364 G19 Special Truss 1 1 T23641675 Builders First6ource (Plant Job Reference o tional City, FL), Plant City, FL - 33567. 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:49 2021 Pace 1 4 0 iu- r cDHUUND V Hrr o4JovpJ 19ypvsQ-E s l eYDvfCdOErlg3stkusdB K3SB ENAVY6SkGdJzOrs G -1-4-0 5-0-6 6-9-4 8-4-11 13-0-0 19-2-12 23-9-8 26-5-8 28-8-0 30-M 1-4-0 5-0-6 1-8-14 1-7-7 4-7-5 6.2-12 4-6-12 2-8-0 2-2-8 1-4-0 4x4 = 6.00 12 Scale = 1:54.9 3x4 = 3x4 = 3x4 = 3x4 � 4x12 = 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 2-12: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-294(LC 6) Max Uplift 2=-581(LC 8), 8=-588(LC 8) Max Grav 2=1316(LC 13), 8=1287(LC 14) CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.79 Vert(LL) 0.32 10-11 >999 240 MT20 244/190 BC 0.95 Vert(CT) -0.54 10-11 >634 180 WB 0.89 Horz(CT) 0.07 8. n/a n/a Matrix-MSH Weight: 141 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-13 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2128/881, 3-4=-1946/847, 4-5=-2142/932, 5-6=-4818/1883, 6-7=-4016/1521, 7-8=-2322/913 BOT CHORD 2-13=•631/2066, 11-13=-306/1387, 10-11=-800/2268, 8-10=-714/2047 WEBS 3-13=-448/358, 4-13=-228/822, 4-11=-381/1145, 5-11=-848/505, 5-10=-899/2483, 6-10=-2240/952,7-10=-762/2140 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; 8=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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=581, 8=588. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4 lb down and 10 lb up at 26-5-8 on top chord, and 5 lb down and 23 lb up at 26-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 6-7=-54, 7-9=-54, 14-17=-20 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev 5/192020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANS//TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety .formation available from Truss Plate Institute, 2670 Crain Highway, Suite203 Waldorf, MD 20601 P(�U I N o <F i No 68182 EMS �13 1-0 ST OF :�44/` ,.off ����I11111111�` Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 28 PH3 / WATERSTONE 2718364 G19 Special Truss 1 1 T23641675 Builders FirstSource (Plant City_ FL1. Plant ca„ FI _ a�sa� ....... .. __ Job _ Reference -..0 tional_ . i en n wusu Ins, inc. 1 ue Apr zu 1 U:zV:49 2U21 Page 2 ypvsQ-Es 1 eYDvfCdOErlg3stkusdBK3SB ENAVY6SkGdJzOrsG ID:ZY.6AOGNb\;WW. 3.,�J!�9 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=9(B) 22=-5(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev 5/1 M020 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-99 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 366% Jab Truss Type Qty Ply LOT 28 PH3 / WATERSTONE 2718364 FGX Special Truss 1 1 T23641676 Builders FirstRnnroa (Plant C7h, Gi r oi�..t rm .1—.1 Job Reference o tional U."ju s iwer « tut I lvu l eK moustrles, Inc. I ue Apr 2U 10:29:53 2021 Page 1 ID:6gD IOH2O Vegl Nkl sxoNemzyuU LB-6eHBNbyAGsXgJw8g5jogl TMBF310JAE804iTm5zOrsC 18-8-0 9-4-0 4x4 = 5x6 = 0-2-1 Scale = 1:35.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 11 n/r 180 MT20. 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 11 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 971b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 18-8-0. (lb) - Max Horz 2=-205(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 18, 14, 13, 12 except 2=168(LC 10), 10=-168(LC 10) Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-82/296, 6-7=-82/296 WEBS 3-18=181/263, 9-12=-178/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; B=45ft; L=40f ; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 5-4-0, Comer(3R) 5-4-0 to 13-4-0, Exterior(2N) 13-4-0 to 16-0-0, Corner(3E) 16-0-0 to 20-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed 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. 10) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20°% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 17, 18, 14, 13, 12 except (jt=lb) 2=168. 10=168. ,`♦♦O�p�,QU I IN r VFW ��ii No 68182 Al �.' ST OF '.�Z ,.off O R , 4�'s`S�O N AIII� ���_%♦ 00 Joaquin Velez PE N0.68182 MiTek USA, Inc. FL 0ert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/79/2020 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/TPII Duality Criteria, DSB-89 and BCSI Building Component Blvd. Tampa, 6904 Parke Easte Easl Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 2060136610 Job Truss Truss Type Qty Ply LOT 28 PH3I WATERSTONE 2718364 M Roof Special 3 1 T23641677 Builders FirstSource !Plant city FI 1 Plant ra., CI - 11997 Job Reference (optional) - - - „ 8.430 s Mar 22 2021 MI fek Industries, Inc. Tue Apr 20 10:29:54 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-agrWbwzol9fXx4jOeRK3Zhu9QTu72XEHFkS1JXzOrsB -1-4-0 6-7-4 12-8-0 13-8-0 21-4-0 22-8-0 1-4-0 6-7� 6-0-12 1-0-0 7-8-0 14-0 3x4 = 6x12 MT20HS 3x8 II 1 1 10 2x4 II 13-8-0 4x8 = Scale = 1:49.0 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.25 7-20 >362 240 MT20 244/190 BCLL 0.0 Lumber DOL Rep Stress Incr 1.25 YES BC 0.91 WB 0.48 Vert(CT) 0.21 7-20 >424 180 MT20HS 1871143 BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Horz(CT) -0.05 7 n/a n/a Weight: 104 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins. 4-10: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-7-8 oc bracing. Except: WEBS 2x4 SP No.3 4-4-0 oc bracing: 8-10 WEDGE JOINTS 1 Brace at Jt(s): 8 Left: 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 5=0-4-0, 7=0-4-0 Max Horz 2=397(LC 9) Max Uplift 2=-631(LC 10), 5=-445(LC 10), 7=-649(LC 10) Max Grav 2=597(LC 1). 5=405(LC 20), 7=787(LC 1) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-667/1384, 3-4=-280/434, 4-5=-260/248 BOT CHORD 2-11=-1517/546, 10-11=-1517/546. 8-10=-909/340, 4-8=-370/192 WEBS 3-11=622/254, 3- 1 0=-526/1224, 4-7=-491/572 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 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 8-8-0, Exterior(2R) 8-8-0 to 16-8-0, Interjor(1) 16-8-0 to 18-8-0, Exterior(2E) 18-8-0 to 22-8-0 zone; cantilever left and right exposed ; end vertical 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) 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) All plates are MT20 plates unless otherwise indicated. 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=631, 5=445, 7=649. `,,1111111111/���', No 68182 -10 0 .. S T OF Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21 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 °` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the AiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPll Quality Criteria, DSB-89 and SCSI 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 Type Qty Ply LOT 28 PH3 / WATERSTONE 2718364 TM,.Uls Monopitch 2 1 T23641678 Builders FirstSource (Plant Citv FL7 Plant cal„ FI _ 775R7 .. Jab Reference o tional - ---- o.430 s mar zz 202 MI ek I ndustries, Inc. Tue Apr 20 10:29:55 2021 Page 1 ID:6gDlOH2OVeglNklsxoNemzyuULS-30PvoG QoTnOZDIDCBrl6uRMztH1n1XRUOBarzZOrsA 1=4-0 7-8-0 1-4-0 7-8-0 04 = 2x4 II 3x6 II 4 3x10 II 3x6 11 Scale = 1:27.1 Plate Offsets (X Y)-- 12:0-2-4 Edge] U-4-d LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.77 DEFL, in (loc) I/defl Lid PLATES GRIP TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(LL) 0.18 6-10 >464 240 Vert(CT) 0.16 6-10 >521 180 MT20 244/190 SCLL 0.0 Rep Stress Incr YES WE 0.28 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP 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 purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-10-10 oc bracing. REACTIONS. (size) 6=0-3-8, 2=0-4-0 Max Horz 2=272(LC 7) Max Uplift 6=-239(LC 10), 2=-387(LC 10) Max Grav 6=258(LC 1), 2=370(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-299/373, 4-5=575/426 WEBS 3-6=-599I950 NOTES- 1) Wind: ASCE 7-16: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=4011; 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 3-6-4, Exterior(2E) 3-6-4 to 7-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 1 ����,,' 3) This truss has been designed for a 10.0 psf bottom chord live load noncdncurrent with any other live loads. • This ,,,,,�� N V�� `%% P,OG 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 E1 �% ,0......... •. • •� •'•, chord and any other members. 5) •-\ s' ; �� Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=239, 2=387. No 68182 •' � � O . S O F •; �tIJ .,. 0 N A' %,��. Joaquin Velez PE No.68182 Mrrek USA, Inc. FL Cent 6634 6904 Palace East Blvd. Tampa FL 33610 Date: April 21, 2021 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not�� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSIBuilding 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 LOT 28 PH3 / WATERSTONE2718364 MG Flat Girder rotyPly T23641679 Builders FirstSource (Plant city FI t pl—t rlt„ ❑1 - qua1 Job Reference (optional) - - - a. G< cyc 1 Wit I ex lnoustnes, Inc. 1 ue Apr Zu 10:29:56 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-XCyHOc_2ZnvFANtPmsMXe5_guHexWQwaj2x7NPzOrs9 3.8-8 7-4-0 3-8-8 3-71 4x4 = 3x10 II 3x4 = Scale = 1:25.3 p-�-q 0-4 8 J-e-d 3-4-0 7-4-0 3.7-g I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 85 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 3=0-8-0, 5=0-3-8 Max Horz 5=-249(LC 6) Max Uplift 3=-909(LC 8), 5=-1098(LC 4) Max Grav 3=1868(LC 1). 5=2207(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2871/1406 BOT CHORD 4-5=-1206/2553, 3-4=-1206/2553 WEBS 2-5=-2904/1498, 24=-1140/2442 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9.0 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 pI connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. ,, �� � � � � � ��� .,/� 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; `�� �� QV I N Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ��, %S ��G�E�NS�`�� 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. 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=909, 5=1098. '� S1 F •�/ ZZ 8) Hanger(s) or otherconnection device(s) shall be provided sufficientto support concentrated load(s) 1182 lb down and 596 lb up at 1-4-12, and 1181 lb down 596 lb iO�� ,k� Q;,• _�; and up at 3-4-12, and 11B1 lb down and 599 Ib up at 5-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. l� • • • . • • < \ ,� �'If.11 LOAD CASE(S) Standard N A' ,; ,,�� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads ( Joaquin Velez PE No.68182 Vert: 1-3=-=-54, 5-s=-2o Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Continued on page 2 April 21,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors, This design Is based only upon parameters shown, and is for an individual building component, not '• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.. Additional temporary and pens anent bracing ry is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MI1Tek• fabrication, storage, delivery, erection and bracing of [fusses and truss systems, see ANSIITP11 Duality Criteria, DSB-99 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 s Truss Type Oty Ply LOT 28 PH3 / WATERSTONE TMrGs T23641679 2718364 Flat Girder 1 2 Job Reference (optional) ,t...ty, "I. .....t t,ny, b.4;1u s Mar GG 1U21 MI I eK Industries, Inc. Tue Apr 20 10:29:57 2021 Page 2 10:6gD IOH2OVegl Nki sxoNemzyuU LB-?P WfDy?gK416oXRbKZtmBJ Wreg_AFtAkxighvszOrs8 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-1182(B)10=-1181(8)11=-1181(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/192020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTei�' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANS//TPll 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 t Job Truss Truss Type Qty LOT 28 PH3 / WATERSTONE 2718364 MX GABLE 1 1 r T23641680 Job Reference o ticna - - - - -�� 8,43u s Niar zz Zu ei MI I eK Industries, Inc. Tue Apr 20 10:29:58 2021 Page 1 I D:6q D IOH2OVeg 1 Nkl sxoNemzyuU LB-Tb41 QIOJ509zQhOotGO?kW3rg4Gw_KztAMQ ES IzOrs7 -1-4-0 6-7-0 12-e-0 13-8-0 21-4-0 22-8-0 1-4-0 6-7-4 6-0.12 1-0-0 7-8.0 1-4-0 4x8 6x12 MT20HS 3x8 = Scale = 1:47.1 1J-d-u 1 -0 8 20-11-8 2 -4 0 0-4- 6 Tl2L 7-0-12 1-4- 6-11-0 0-4- Plate Offsets (X,Y)-- [2:0-4-0 0-1-151 [2:0-3-8 Edce][5:0-9-14 0-3-01 [7:0-4-0 0-2-11 [14:0-1-14 0-1 01 [17:0 1 14 0 1 01 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.26 9-34 >342 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.22 9-34 >400 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.02 7 file n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 1351b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-3-13 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. Except: 5-12: 2x4 SP No.3 5-2-0 oc bracing: 10-12 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 10 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 7=0-4-0, 9=0-4-0 Max Horz 2=379(LC 9) Max Uplift 2=-602(LC 10), 7=-367(LC 10), 9=756(1_C 10) Max Grav 2=559(LC 1), 7=344(LC 20), 9=883(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-64411292 BOT CHORD 2-13=1468/530, 12-13=-1475/529, 10-12=-884/337, 5-10=-469/225, 7-9=-142/313 WEBS 4-13=-619/255, 4-12=-568/1310, 5-9=-600/924 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 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 8-8-0, Exterior(2R) 8-8-0 to 16-8-0, Interior(1) 16-8-0 to 18-8-0, Exterior(2E) 18-8-0 to 22-8-0 zone; cantilever left and right exposed ; end vertical 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) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) The Fabrication Tolerance at joint 5 = 12% 8) Gable studs spaced at 2-0-0 cc. 9) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 10) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=602, 7=367, 9=756. `,,`/11111111/j�,,, `%,% P& I N i No 68182 cc Z o D.' OF �•': .-0 1*4'ON A ��N``,` 11111 Joaquin Velez PE No.68182 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall T 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 ANS//TPIf Quality Criteria, DSB-89 and BCSI Building Component Safety /nformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 6904 Parke East Blvd. Tampa. Parke East 20601 Jot) Truss Truss Type Oly Ply LOT 28 PH3 / WATERSTONE 2718364 MX1 GABLE 1 1 T23641681 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Job Reference 0 industries. 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:29:59 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-xnePeelxsiHg2rb_R vEGkc84UIJuL1P090 kzOrs6 -1-4-0 4-0-0 _ 1-4-0 8-0-0 9-4.0 4-0-0 4-0.0 1-4-0 Scale = 1:20.4 44 = 3x4 _ �� r— 3 4 5 3x4 1 I� 0 48 = LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Well Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 PLATES GRIP Vert(LL) 0.01 8-13 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.01 B-13 >999 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing BOT CHORD 2x4 SP No.2 directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied WEBS 2x4 SP No.2 or 7-5-15 oc bracing. REACTIONS. (size) 2=0-4-0, 6=0-4-0 Max Harz 2=-96(LC 8) Max Uplift 2=-387(LC 10), 6=-387(LC 10) Max Grav 2=368(LC 1), 6=368(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-260/885, 4-6=260/885 BOT CHORD 2-8=-598/207, 6-8=598/207 WEBS 4-8=-418/121 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 5-4-0, Exterior(2E) 5-4-0 to 9-4-0 zone; cantilever left and right exposed ; end vertical 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 For U IN only. 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. Pp O • • 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements P fY 9 PP �� G•E•N �i �� , •• \ S�••• to the use of this truss component. specific •• \, 5) Gable studs spaced at 2-G-0 oc. ` No 68182 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 20.0psf 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=387, 6=387. i •�/ S F i�T• A, O R OD P' �N Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 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 building Into the overall design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, MiTek storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Duality Criteria, DSB-89 and SCSI 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 Qty Ply LOT 28 PH3 / WATERSTONE 2718364 PB Piggyback Truss 5 1 T23641682 Builders FirstSource (Plant City_ FLL Job Reference o tional ---- o ou s mar zz zuzi mi I eK Incustrles, Inc. Tue Apr 20 10:30:00 2021 Page 1 ID'6gDIOH2OVegl Nkl sxoNemzyuULB-P_Cor_2Zd?Pgf?AA?hQTpx8Neu8JSLBAdfvLWBzOrs5 2-4-0 4 2-4-0 8-0 2-4-0 3x4 = Scale = 1:9.1 2x4 = 2x4 = 4-8-0 4-8-0 Plate Offsets (X Y)-- f3:0-2-0,Edge) LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.07 DEFL, in (loc) I/deft L/d Vert(LL) 0.00 4 PLATES GRIP TCDL 7.0 Lumber DOL 1.25 BC 0.09 n/r 180 Vert(CT) 0.00 4 n/r 120 MT20 244/190 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES Code FBC2020/TP12014 WE 0.00 Matrix-P Horz(CT) 0.00 4 n/a n/a Weight: 121b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 4-8-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=2-8-14, 4=2-8-14 Max Horz 2=-41(LC 8) Max Uplift 2=-91(LC 10). 4=-91(LC 10) Max Grav 2=135(LC 1), 4=135(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5,8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cal. 11; 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 ��`'tI fill.. will fit between the bottom chord and any other members. 7) %% a IN L ,P Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection G S`4 "- "j�, Detail for Connection to base truss as applicable, or consult qualified building ��,,`,O•E•N designer. ,•��, �C`••, No 68182 ��•. ;�� S*_0 F :flu '•. O ,,off O R , S�O .1sit N A1- ENS` Joaquin Velez PE No.68182 Mfiek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev 5/192020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not�� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 MiTek' ANSIMP11 Quality Criteria, DSB-99 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa; FL 3661g Truss 2718364 I PB1 I Piggyback Truss Ply RSTONE T23641683 1 I I I Job Reference (optional) (Plant City, FL), Plant City, FL - 33567. 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:30:01 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-tAmA3K28NJXXH81MZPyiL9hYLIUYBoOJsJeu2dzOrs4 2-0-0 2-8-0 4-8-0 2-0-0 0-8-0 2-0-0 04 II 2x4 = 2x4 = Scale = 1:9.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 4 n/r 180 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 4 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 2=2-8-14, 4=2-8-14 Max Horz 2=-37(LC 8) Max Uplift 2=-91(LC 10), 4=-91(LC 10) Max Grav 2=135(LC 1), 4=135(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-8-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; 6=45ft; L=40ft; eave=5ft; Cat. 11; 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) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. p,gU I N fill., F i No 68182 OF '�4U ,� N A' ENo%% Joaquin Velez PE No.68182 MiTek USA, Inc. IL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: April 21,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not�� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB-99 and SCSI Building Component Blvd. Tampa, e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East � r � Job Truss Truss Type Qty Ply LOT 28 PH3 i WATERSTONE 2718364 R2 T23641684 Jack -Open Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 20 10:30:02 2021 Pace 1 L". Too u"INovNTr04sovpJIUypvsR-LMKYGg3p8dfOvIKZ66TxuMEgthgdwFgT5zOSb3zOrs3 10-10 Scale = 1:103 3-1-8 Plate Offsets (X Y)-- [2:0-0-3 Edge] 3-1-8 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CS1. TC 0.27 DEFL. in (loc) I/deft Lid Vert(LL) PLATES GRIP TCDL 7.0 Lumber DOL 1.25 BC 0.10 -0.01 4-7 >999 240 Vert(CT) 0.01 4-7 >999 180 MT20 244/190 BCLL 0.0 BCDL 10.0 Rep Stress Incr NO Code FBC2020/TP12014 WB 0.00 Matrix -MP Horz(CT) 0,00 2 n/a n/a Weight: 13 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing BOT CHORD 2x4 SP No.2 directly applied or 3-1-8 oc purlins. 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=113(LC 8) Max Uplift 3=-19(LC 5), 2=-194(LC 8), 4=-3(LC 1) Max Grav 3=36(LC 13), 2=173(LC 1), 4=30(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=5.Bpsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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 Ito uplift at joi2=194.ns) 3, 4 except t-Ib% {{{111111// �/ 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 Itodown and 52 lb up at 1-5-4, and 42 lb down and 52 lb up at 1-5-4 on top chord, and 31 lb up at 1-5-4, and 31 lb up at 1-5-4 on bottom The � ,.•�\Ci•E•N chord. design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). No 68182 LOAD CASE(S) Standard * �• * " 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (3=- •�! Vert: 1-3=-54, 4-5=-20 Concentrated O•,� Z. S OF Loads (lb) Vert: 8=105(F=52, �••'!� Q.•• ` , B=52) 9=35(F=17, B=17) O R 10. • �N,��' ,O N A; e p Joaquln Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 21,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/19202o 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 or 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 bracing permanent 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 MiTek ANSI(TPI1 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 r 1 J, Job s Truss Type Qty]Ply LOT 28 PH3I WATERSTONE 2718364 TR7 JACK -OPEN TRUSS 3 1 T23641685 Builders FirstSource fPlant Citv FI 1 aunt rin, PI _'t9Sl;] ...__ .. Job Reference o tional __ ___ . - __ _ -- - - ---- o.wu s Mar LL Lun MI I ek Industries, Inc. Tue Apr 20 10:30:02 2021 Page 1 I D:ZYc6AOG NbVAfFo43ovpJT9ypvsQ-LMKYGg3p8dfOvl KZ66TxuMEgXhm KwC DT5zOSb3zOrs3 -1-10-11 6-3-7 1-10-10 -10-13 6-3-7 93-7-6 3-7-6 Plate 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 NO BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 3x4 = 9-10-13 Scale = 1:22.2 v v o _ CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TC 0.30 Vert(LL) -0.03 7-10 >999 240 MT20 244/190 BC 0.37 Vert(CT) -0.06 7-10 >999 180 WB 0.22 Horz(CT) 0.01 5 n/a n/a Matrix-MSH Weight: 42 Ib FT = 20% BRACING. TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Harz 2=241(LC 8) Max Uplift 4=-BO(LC 8), 2=-267(LC 8). 5=-170(LC 8) Max Grav 4=78(LC 1), 2=404(LC 1), 5=361(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-577/214 BOT CHORD 2-7=-294/530, 6-7=-294/530 WEBS 3-7=0/307, 3-6=-640/355 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; 8=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpj=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 Ib uplift at joint(s) 4 except (jt=lb) 2=267, 5=170. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 Ib down and 52 Ib up at 1-5-4. 42 Ib down and 52 Ib up at 1-5-4, 6 Ib down and 83 Ib up at 4-3-4, 6 Ib down and 83 Ib up at 4-3-4, and 45 Ib down and 130 Ib up at 7-1-3, and 45 Ib down and 130 Ib up at 7-1-3 on top chord, and 31 Ib up at 1-5-4, 31 Ib up at 1-5-4, 6 Ib down and 9 Ib up at 4-3-4, 6 Ib down and 9 Ib up at 4-3-4, and 34 Ib down and 1 Ib up at 7-1-3, and 34 Ib down and 1 Ib up at 7-1-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 I N ,`%�OPQU No 68182 dime— S O F : �4LI 0 N Joaquin Velez PE N0.68182 Mffek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: Continued on page 2 HjJfll 21, 2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev 5/192020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building tlesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M iTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Duality 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 Truss I Truss Type Qty Ply LOT 28 PH3 / WA 2718364 I R7 I JACK -OPEN TRUSS 3 1 T23641685 Builders FirstSource (Plant City. FL) Plant City, FL 33567, Job Reference (optional) 8.430 s Mar 22 2021 MITek Industries, Inc. Tue Apr 20 10:30:03 2021 Page 2 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-gZtwU?4RvwnFWSvlgq_ARamrH56Zff rcKd7?7VzOrs2 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=105(F=52, B=52) 12=-4(F=-2, B=-2) 13=-89(F=-45, B=-45) 14=35(F=17, B=17) 15=-12(F=-6, B=-6) 16=-47(F=-24, B=-24) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/riol1 quality Criteria, DSB-99 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 6904 Parke East Blvd. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 14- 1 314" Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/1fi ' For x 2 orientation, locate plates 0- "i ' 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/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 of O 2 U d O I— Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MM W1 0 MiTek® MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSi. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSUTPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.