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HomeMy WebLinkAboutTrussY 258 Southhall Lane, Suite 200 Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com rF D 81 Website: www.fdseng.com ENOINEERINO ASSOCIATES January 15, 2021 Building Department Ref: Adams Homes Lot: 19 BIk.1 Subdivision: Waterstone Address: 5376 Lugo St. Model: 1780 B RH KA # 21-0180 Truss Company: Builders First Source Date of drawings: 1/11/21 Job No.: 2596979 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, w 1/15/2021 Carl A. Brown, P.E. FL. # 56126 FDS Engineering Associates, A TSG Company "Your Building Code Experts" `,e\1111131t+d,r P NBLO No 87 '•• N «; v • A a • Z �'J3: 4 ® V d Y mp s S E OF :4�. 0 Luis Pablo . oPre$IL 0 FL. # 878 4 CONNECTORS SCHEDULE ROOF TRUSS Q ID 11 MODEL ROOF UPLIFT SYM 0 11 A-11 LUS24 / JUS24 895 / 835 490 /510 .1 LA' 10 A HTU26/ THD26 3600 / 3470 1555 / 2330 ALA 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 1LB 0 C HTU26-2 / THD26-2 3600 / 3355 12175 / 2340 1 LC 0 D HTU28-2 / THD28-2 4680 / 5005 3485 / 2596 1Ia 0 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 1LE 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 1LF 0 G HGUS26-3 / THDH26-3 5230 / 6245 2155 / 2340 1 1 LG 0 H HGUS28-3 / THDH28-3 17460 / 7835 113235 / 4370 1 u1 0 J THJA26 / HJC26 9100 / 8990 11 4095 / 4370 1 W 3 X 8 NOP REVIEWED ❑ REVISE AND RESUBMIT ❑ REVIEWED WITH NOTATIONS [3 NOT REVIEWED (SEE EXPLANATION) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve con- tractor from compliance with requirements of the draw- ings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and eorelating all quantities and dimen- sions, selecting fabrication processes and techniques of construction, coordinating his work with that of all trades and performing his work in a safe and sati cry manner. FLORIDA DESIGN SOLUT!97NCm pats ) ✓ t B7 Suby tal Bo. Project No jest Eng. PnW N" VERIFY ALL D%MM10M AND CEILING 0DMM0M PR0RTOAPPRDVAL SOME CEDING FRAMING REQUIRED IN FIELD BY BUILDER MAN WAND FORCE RESISTING SYSTEMICC NYBg10 WND ILSCE7A0 IMPORTANT ENCLOSED EIIPOSURE CATEGORY C OCCi]P CY CATEGORY R This Drawing Must Be Approved And WNO LOAD 150 NPH Mile WORTMCE FACTOR IM Returned Before Fabrication Will TRUSSES HAVE SEEN DESIGNED FOR A 1O0 PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURRENT MN ANY O RUNE LOADS Dimensions And Conditions Prior To APBELO Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF BCDL• 10 PSF BCDL: 5 PSF By Date TOTAL* 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (10. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges 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 BUILDER: Adams Homes PROJECT: Single Family BLK 160 MODEL: 1780 B 3C ADDRESS: 5376 LUGO ST LOT! BLOCK: 1911 SUBDIVISION: WATERSTONE CITY: FT PIERCE DRAWN BY. K SANCHE7 2596979 DATE: I 011OW2021 I SCALE: 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 4 r _ Address: 5376 LUGO STREET,. 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 40 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 1 T22400684 A01 1/11/21 2 T22400685 A02 1/11/21 3 T22400686 A03 1111121 4 T22400687 A04 1/11/21 5 T22400688 A05 1/11/21 6 T22400689 A06 1/11/21 7 T22400690 A07 1/11/21 8 T22400691 A08 1/11/21 9 T22400692 A09S 1/11/21 10 T22400693 A10S 1/11/21 11 T22400694 M I S 1/11/21 12 T22400695 Al2S 1/11/21 13 T22400696 A13S 1/11/21 14 T22400697 A14S 1/11/21 15 T22400698 B01 S 1/11/21 16 T22400699 B02S 1/11/21 17 T22400700 CA 1/11/21 18 T22400701 CAA 1/11/21 19 T22400702 CJ1B 1/11/21 20 T22400703 CJ 1 V 1/11/21 21 T22400704 CJ3 1/11/21 22 T22400705 CJ3V 1/11/21 No. Seal# Truss Name Date 23 T22400706 CJ5 1/11/21 24 T22400707 CJ5V 1/11/21 25 T22400708 D01 1/11/21 26 T22400709 D02 1/11/21 27 T22400710 D03 1/11/21 28 T22400711 E7 1/11/21 29 T22400712 EJ7A 1/11/21 30 T22400713 EJ7V 1/11/21 31 T22400714 EJ210 1/11/21 32 T22400715 EJ210A 1/11/21 33 T22400716 EJ210B 1/11/21 34 T22400717 EJ210C 1/11/21 35 T22400718 EJ210D 1/11/21 36 T22400719 H7 1/11/21 37 T22400720 HJ7V 1/11/21 38 T22400721 HJ210 1/11/21 39 T22400722 HJ210A 1/11/21 40 T22400723 HJ210B 1/11/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. , January 11,2021 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply LOT 1911 WATERSTONE i T22400684 2596979 A01 Special Truss 10 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:11 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-POsBocFfCvgYieL3RP4jNOxVouu?OwskW WXOcnzwplc r1-4-0 5-11-1 8-8-0 13-1 20-0-0 26-10-5 31-4-0 34-0-15 40-0-0 41-4-Q 1-4-02-8-15 4-5-11 6A0-5 6-10-5 4-5-11 2-8-15 5-11-1 14-0 Scale = 1:72.2 5x6 5x8 % 3.00 F12 5x8 ZZ i7-11-5 22-0-11 Plate Offsets (X,Y)-- [2:0-2-7,Edge], [3:0-3-0,0-3-0], [6:0-3-8 0-2-8] [9:0-3-0,0-3-0] [10:0-2-7,Edge], [13:0-4-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.70 12-13 >687 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.16 12-13 >414 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.63 10 n/a n/a BCDL 10.0 Code FBC2020/FPI2014 Matrix -AS Weight: 212 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-14 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-803(LC 10), 10=-803(LC 10) Max Grav 2=1552(LC 1), 10=1552(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4917/2706, 3-4=-4718/2561, 4-5=-4745/2673, 5-6=-2418/1540, 6-7=-2411/1536, 7-8=-4745/2673, 8-9=-4719/2561, 9-10=-4917/2706 BOT CHORD 2-15=-2277/4745, 14-15=-1339/2945, 13-14=-685/1867, 12-13=-1339/2831, 10-12=-2277/4435 WEBS 6-13=-467/933, 7-13=-1103/746, 7-12=-963/2000, 6-14=-471/988, 5-14=-1171/745, 5-15=-963/2163 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 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 16-0-0, Extehor(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 20.0psf 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. T 7) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSIITPI 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 803 lb uplift at joint 2 and 803 lb uplift at joint 10. a 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 11,2021 -- AWARNING - 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 iVliTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7rP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 w Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE t j T22400685 2596979 A02 Hip Truss 1 1 I Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 5-11-1 8-8-0 14-4-11 1-4-0 5-11-1 2-8-15 5-8-11 6.00 12 � 3x4 i 5 27 3x6 i 5x6 i 4 3 1.5x�ST 26 1 219 186x12MT20HS = 3x4= 5x8 3.00 F12 8.43U s Nov 3U ZU2U MI I eK Industries, Inc. Sun Jan lU U8:U5:lZ ZUZ1 Pagel ID:g65k6Z?uVliuQXUS7?YA4XyW46R-tCPZ?yGHzCyPKnwF_7cyvcUg?ICFlVAulAGZ8Dzwplb 19-0-0 21-0-0 25-7-4 31-4-0 34-0-15 , 40-0-0 414-q 4-7-4 2-0-0 4-7-4 5-8-11 2-8-15 5-11-1 1-4-0 5x6 = 5x6 = 6 7 3x4 8 28 >jM 5x6 10 29 17 16 15 14 13 3x4 = 4x6 = 3x4 = 6xl2 MT20HS = 3x4 = -M , 25-7-4 31-4-0 40-0-0 5x8 Scale = 1:74.3 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 0.92 Vert(LL) 0.65 18-19 >734 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.99 Vert(CT) -0.95 18-19 >504 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.65 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 224 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. 2-19,11-13: 2x4 SP No.1 WEBS 1 Row at midpt 4-18, 5-17, 8-16, 9-14 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 . REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=418(LC 9) Max Uplift 2=-803(LC 10), 11=-803(LC 10) Max Grav 2=1552(LC 1), 11=1552(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4890/2640, 3-4=-4727/2535, 4-5=-3007/1735, 5-6=-2237/1427, 6-7=-1957/1344, 7-8=-2237/1427, 8-9=-3007/1735, 9-10=-4727/2535, 10-11=-4890/2640 BOT CHORD 2-19=-2216/4699, 18-19=-1960/4367, 17-18=-1133/2711, 16-17=-692/1957, 14-16=-1133/2632, 13-14=-1960/4159, 11-13=-2216/4409 WEBS 4-19=-487/1254, 4-18=-1807/903, 5-18=-323/888, 5-17=-1189/670, 6-17=-464/817, 7-16=-464/817, 8-16=-1128/670, 8-14=-323/823,19-14=-1666/903, 9-13=-487/1165 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-4-2, Extedor(21R) 13-4-2 to 26-7-14, Interior(1) 26-7-14 to, 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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. 8) Bearing atjoint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. v 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 803 lb uplift at joint 2 and 803 lb uplift at joint 11. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. T 0 January 11,2021 ---.._..._..------- ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5l19/2020 BEFORE USE. Design valid for use only with MiTektD 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 ANSI7TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty LOT 19/1 WATERSTONE IT22400686 ]Ply 2546979 A03 Hip Truss 1 1 Job Reference (optional) w Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-1 , 8-8-0 , 12.6-4 6.00 0 5x6 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:14 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-pbXKQeHXVgC7Z54e6XeQ_1ZOV6xlDHQBDUIgC6zwpIZ 234)-0 27-5-12 31-4-0 , 34-0-15 40-0-0 ¢1 4 0 6-0-0 4-5-12 3-10-4 2-8-15 5-11-1 1-4-0 Scale=1:75.9 5x8 = 3x6 = 4x10 MT20HS 3.00 12 4x10 MT20HS zz 8-8-0 17-0-0 23-0-0 31-4-0 40-M 8-8-0 8-4-0 6-0-0 B-4-0 8-8-0 Plate Offsets (X,Y)-- [2:0-0-14,Edge], [3:0-3-0,0-3-0], [6:0-3-0,0-2-0], [7:0-6-0,0-2-8], [10:0-3-0,0-3-0], [11:0-0-14,Edge], [13:0-7-0,0-3-8], [17:0-7-0,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.66 13-14 >729 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -1.18 13-14 >405 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.63 11 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 211 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP ND.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 'Except' BOT CHORD Rigid ceiling directly applied. 15-17,13-15: 2x4 SP No.1 WEBS 1 Row at midpt 7-16 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=377(LC 9) Max Uplift 2=-803(LC 10), 11=-803(LC 10) Max Grav 2=1815(LC 15), 11=1818(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5917/2739, 3-4=-5702/2600, 4-5=-5762/2720, 5-6=-2900/1596, 6-7=-2592/1504, 7-8=-2805/1596, 8-9=-5490/2720, 9-10=-5434/2600, 10-11=-5661/2739 BOT CHORD 2-17=-2308/5641, 16-17=-1400/3641, 14-16=-907/2604, 13-14=-1400/3238, 11-13=-2308/5119 WEBS 5-17=-969/2524, 5-16=-1279/686, 6-16=-404/1008, 7-16=-257/259, 7-14=-404/1120, 8-14=-1215/686, 8-13=-969/2358 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 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 11-4-2, Exterior(2R) 11-4-2 to 28-7-14, Interior(1) 28-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 at joint(s) 2, 11 considers parallel to grain value using ANSlrrPI 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 803 lb uplift at joint 2 and 803 lb uplift at joint 11. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 11,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE, USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATER T22400687 2596979 A04 Hip Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:15 2021 Page 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-Hn5ie_19G7K BFfggF9fXE6BoVENyggKR8VDIYzwplY rt-4-0, 5-11-1 , 8-8-0 15-0-0 20-0-11 25-0-0 31-4-0 34-0-15 40-0-0 1-4-0 5-11-1 2-8-15 5-0-0. 5-0-0 6-4-0 2-8-15 5-11-1 Scale=1:75.9 5x6 = 3x4 = 5x6 = 6.00 12 5 6 7 25 4x6 i 4x6 5x6 - 4 24 8 0 5x6 3 9 1.5x8 STP = 23 26 1.5x8 STP = 2 16 15 27 2814 13 12 4 1 0 x814 MT20HS 3x8 3x8= MT20HS 8x14 MT20HS 10 113x8 0 4x10 MT20HS 3.00 12 4x10 MT20HS 8-8-0 15-0-0 25-0-0 31-4-0 40-0-0 8-8-0 LINO 10-0-0 6-4-0 8-8-0 Plate Offsets (X,Y)-- [2:0-0-14,Edge], [3:0-3-0,0-3-0], [5:0-4-0,0-2-8], [7:0-4-0,0-2-8], [9:0-3-0,0-3-0], [10:0-0-14,Edge], [12:0-7-0,0-3-8], 116:0-7-0.0-3-81 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 ]nor YES BCDL 10.0 Code FBC20201TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 'Except' 14-16,12-14: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=336(LC 9) Max Uplift 2=-803(LC 10), 10=-803(LC 10) Max Grav 2=1819(LC 15), 10=1819(LC 16) CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TC 0.95 Vert(LL) -0.7213-15 >665 240 MT20 244/190 BC 0.99 Vert(CT) -1.2613-15 >380 180 MT20HS 187/143 WB 0.59 Horz(CT) 0.65 10 n/a n/a Matrix -AS Weight: 201 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 8-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5861/2810, 3-4=-5696/2740, 4-5=-3344/1769, 5-6=-2990/1684, 6-7=-2891/1684, 7-8=-3236/1769, 8-9=-5446/2740, 9-1 0=-5623/281 0 BOT CHORD 2-16=-2370/5549, 15-16=-2155/5201, 13-15=-1260/3101, 12-13=-2155/4731, 10-12=-2370/5075 WEBS 4-16=-512/1525, 4-15=-2274/1098, 5-15=-454/1162, 6-15=-340/179, 6-13=-340/179, 7-13=-454/1184, 8-13=-2144/1098, 8-12=-512/1419 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 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 30-7-14, Interior(1) 30-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 at joints) 2, 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 803 lb uplift at joint 2 and 803 lb uplift at joint 10. v 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 11,2021 ® 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 property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11FPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City PlyTLOT/1 WATERSTONET22400688 2596979 A05 HIP TRUSerence o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1 4-0 5-11-1 13-0-0 1-4-0 5-11-1 7-0-15 6x12 MT20HS 6.00 12 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:16 2021 Page 1 2x4 11 5x8 = 31-4-0 , 34-0-15 1r 16 15 1.5x8 STP = 5x12 = 3x4 11 3x6 3x6 = 6x8 = 3.00 L12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-15: 2x4 SP No.3 WEBS 2x4 SP No.3 27-M 31-4-0 Scale = 1:74.0 CSI. DEFL. in (too) I/deft L/d PLATES GRIP TIC 0.71 Vert(LL) 0.3417-20 >332 240 MT20 2441190 BC 0.85 Vert(CT) -0.3711-23 >982 180 MT20HS 187/143 WB 0.98 Horz(CT) 0.16 9 n/a n/a Matrix -AS Weight: 221 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 4-17 REACTIONS. (size) 2=0-8-0, 9=0-8-0, 17=0-8-0 Max Horz 2=295(LC 9) Max Uplift 2=-499(LC 20), 9=-533(LC 10), 17=-1290(LC 10) Max Grav 9=1018(LC 16), 17=2420(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP'CHORD 2-3=-535/1392, 3-4=-744/1648, 4-5=-896/654, 5-6=-898/649, 6-7=-1446/887, 7-8=-2458/1359, 8-9=-2765/1532 BOT CHORD 2-17=-1257/610, 16-17=-428/438, 5-13=-430/413, 12-13=-382/1270, 11-12=-904/2134, 9-11 =-I 214/2466 WEBS 3-17=-458/525, 4-16=-8/255, 4-13=-709/1431, 6-13=-518/267, 6-12=-254/651, 7-12=-1081/609, 7-11=-295/782, 8-11=-282/259,,13-16=-426/459, 4-17=-2247/1252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; 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 21-4-2, Exterior(2R) 21-4-2 to 32-7-14, Interior(1) 32-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 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 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. 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 499 lb uplift at joint 2, 533 lb uplift at joint 9 and 1290 lb uplift at joint 17. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 11,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek` 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 ANSUMP11 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 V A Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE w T22400689 2596979 A06 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:18 2021 Page 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-i MnrGOL2Y2iZ2iOPLNiM9tkmJj IJ9CRm76juMtzwplV r1-4-0, 5-9-4 11-0-0 16-4-0 20-8-0 29-0-0 31-4-0 , 34-0-15 , 40-0-0 1-4-0 5-9-4 5-2-12 5-4 8.4-0 2-4-0 2-8-15 5-11-1 5x6 = 5x8 = 46 = 5x6 = 428 29 530 6 31 32 7 33 3x4 J 2u 19 '" 17 3x6 1.5x8 STP = 3x6 = 3x4 = = 6x8 = 3x6 = 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* 6-16: 2x4 SP No.3 WEBS 2x4 SP No.3 16 2x4 20-8-0 21 Scale = 1:72.6 3x6 zZ 3.00112 29-0-0 31-4-0 40-0-0 CSI. DEFL. in floc) I/deft L/d PLATES TC 0.68 Vert(LL) 0.28 20-23 >393 240 MT20 BC 0.85 Vert(CT) -0.4313-14 >856 180 WB 0.52 Horz(CT) 0.15 10 n/a n/a Matrix -AS Weight: 223 lb BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 4-20, 5-19 REACTIONS. (size) 2=0-8-0, 10=0-8-0, 20=0-8-0 Max Horz 2=254(LC 9) Max Uplift 2=-61O(LC 20), 10=-531(LC 10), 20=-1319(LC 10) Max Grav 10=994(LC 16), 20=2545(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-633/1626, 3-4=-803/1811, 4-5=-275/919, 5-6=-1101/691, 6-7=-1589/1006, 7-8=-1752/1050, 8-9=-2382/1328, 9-10=-2698/1557 BOT CHORD 2-20=-1423/713, 19-20=-946/718, 6-14=-566/478, 13-14=-308/1173, 12-13=-856/2059, 10-12=-1237/2423 WEBS 3-20=-379/434, 4-20=-2169/1179, 4-19=-470/1065, 5-19=-1486/818, 5-14=-521/1261, 6-13=-293/515, 7-13=-122/507, 8-13=-760/413, 8-12=-331/729, 9-12=-325/329 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 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(21R) 5-4-2 to 16-7-14, Interior(1) 16-7-14 to 23-4-2, Exterior(2R) 23-4-2 to 34-7-14, Interior(1) 34-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 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 requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 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 610 lb uplift at joint 2, 531 lb uplift at joint 10 and 1319 lb uplift at joint 20. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrcck be applied directly to the bottom chord. GRIP 244/190 FT=20% January 11,2021 - - ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE: USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, 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 �AA building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IYI Tek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPi1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway. Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE t T22400690 2596979 A07 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:19 2021 Page 1 I D:g65k6Z? u V li u QXUS 7?YA4XyW46 R-AYKDTM LgJ Mq Qgsybv5 Ebh4Gw_7eEud 6wMmTRU Jzwpl U r1-4-0, 5-11-9 9-0-0 15-4-0 20-8-0 26.4-0 31-0-0 34-0-15 40-0-0 A1-4-Q 1-4-0 5-11-9 3-0-7 6-4-0 5-4-0 5-8-0 4-8-0 3-0-15 5-11-1 1-4-0 6.00 12 3x6 = 5x6 = 5x8 = 2x4 II 3x8 = = 4 28 29 305 6 31 7 32 8 5x6 3536 19 18 17 16 15 1.5x8 STP = 3x4 = 2x4 11 3x6 = 6x8 = Scale = 1:72.6 3.00112 9-0-0 9f1r0 15-4-0 20-8-0261-0 31-4-0 40-0-0 6-0-0 ' 5-4-0 -0- 4-8-0 8-8-0 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6), [4:0-4-0,0-2-8), [5:0-4-0,0-3-0], [8:0-3-0,0-2-01, [10:0-2-6,0-0-71 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 1.25 BCLL 0.0 * Rep Stress incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-16: 2x4 SP No.3 WEBS 2x4 SP No.3 CSI. DEFL. in (loc) I/deft L/d TC 0.75 Vert(LL) 0.3519-22 >317 240 BC 0.80 Vert(CT) -0.3812-13 >974 180 WB 0.69 Horz(CT) 0.16 10 n/a n/a Matrix -AS REACTIONS. (size) 2=0-8-0, 10=0-8-0, 19=0-8-0 Max Horz 2=-213(LC 8) Max Uplift 2=-803(LC 20), 10=-514(LC 10), 19=-1411(LC 10) Max Grav 10=939(LC 16), 19=2775(LC 1) 3x6 PLATES GRIP MT20 244/190 Weight: 208 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-b-0 oc bracing: 14-16 WEBS 1 Row at midpt 5-19 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-897/2065, 3-4=-989/2155, 4-5=-859/1944, 5-6=-10831620, 6-7=-1129/638, 7-8=-1864/1111, 8-9=-2228/1236, 9-10=-2541/1487 BOT CHORD 2-19=-18141968, 17-19=-302/319, 6-14=-283/237, 13-14=-780/1944, 12-13=-780/1944, 10-12=-1171/2284 WEBS 4-19=-1159/681, 5-19=-2052/1135, 5-17=-59/279, 14-17=-338/354, 5-14=-630/1505, 7-14=-901/564, 7-12=-267/94, 8-12=-337/783, 9-12=-333/363, 3-19=-299/338 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-4-2, Extedor(21R) 3-4-2 to 14-7-14, Interior(1) 14-7-14 to 25-4-2, Exterior(2R) 25-4-2 to 36-7-14, Interior(1) 36-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 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 requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 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 803 lb uplift at joint 2, 514 lb uplift at joint 10 and 1411 lb uplift at joint 19. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 11,2021 ® 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 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 ANSIfrPll Quality Criteria, DSE-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE r T22400691 2596979 A08 Hip Truss 1 1 Job Reference (optional) nullaers rlrstoource trlant ldty, rLJ, riani t ny, rL - JJoa t, 0.4JU S NOV JU ZUZU MI i eK inousmes, Inc. Sun Jan -iu Utwo:ZI ZUZI rage l ID:g65k6Z?uVliuQXUS7?YA4XyW46R-6xSzu1 Nwrz47vA6_OVG3mVMDRwHXMUoDg4yYyCzwplS r1-4-0, 3-9.4 7-0-0 , 9-4-0 , 11-10-11 , 16-9-5 21-8-0 25-5-5 29-2-11 33-M 36-3-5 40-0-0 41-4-0 1-4-02-4-0 2-6-11 4-10-11 4-10-11 3-9-5 3-9-5 3-3-5 3%.11 IL Scale = 1:72.6 6x12 MT20HS 6.00 12 4 7x10 = 6x12 MT20HS = 4x6 = 6 32 3334 35 6 36 377 38 8x14 MT20HS 2x4 11 3x8 = 839 4041 942 43 10 1.5x8 STP 25 24 eJ 44 22 21 ' 45 20 46 4719 2x4 II 5x8 = 2x4 11 1.5x8 STP = 8x14 MT20HS = 3x4 2x4 11 3.00112 5x8 7x10 = 3x8 MT20HS = 4x10 MT20HS 11 3-9-4 7-0-0 9-4-0 25-5-5 29-2-11 32-10-8 36-3-5 40-0-0 OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.79 16-17 >463 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.91 16-17 >402 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.29 12 nla nla BCDL 10.0 Code FBC2020rrP12014 Matrix-MSH Weight: 220 lb FT = 20% ? o A n 1300 i o LUMBER - TOP CHORD 2x4 SP No.1 *Except* 4-6: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 7-19: 2x4 SP No.3, 15-18: 2x4 SP ND.1, 12-15: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 4-24,5-24,5-21,6-21,6-20,6-18,5-23: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 L REACTIONS. (size) 2=0-8-0, 12=0-8-0, 23=0-8-0 Max Horz 2=172(LC 7) Max Uplift 2=-1905(LC 18), 12=-1060(LC 8), 23=4381(LC 8) Max Grav 2=988(LC 6), 12=1726(LC 18), 23=5746(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 1-10-3 oc bracing. WEBS 1 Row at midpt 5-21, 6-21, 6-18, 5-23 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2437/4253, 3-4=-2778/4547, 4-5=-2503/4153, 5-6=-1665/2980, 6-7=-3156/2422, 7-8=-4912/3164, 8-9=-4912/3164, 9-10=-5096/3000, 10-11=-5568/3231, 11-12=-5203/2948 BOT CHORD 2-25=-3773/2270, 24-25=-3773/2270, 23-24=-5568/3824, 21-23=-5568/3824, 20-21=-469/77, 7-18=-1189/706, 17-18=-2259/3292, 16-17=-3136/5567, 15-16=-3136/5567, 14-15=-2577/4723, 12-14=-2536/4654 WEBS 3-24=-506/491, 4-24=-1980/1230, 5-24=-2055/2783, 5-21=-2649/3578, 6-21=-3472/2533, 6-20=-239/513, 18-20=-590/165, 6-18=-2403/3840, 7-17=-744/1827, 8-17=-438/421, 9-17=-744/242, 9-16=0/297, 9-15=-645/465, 10-15=-966/1971, 11-15=-672/583, 5-23=-5486/4187 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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. 8) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1905 lb uplift at joint 2, 1060 lb uplift at CorjakdEUcw0a V2 lb uplift at joint 23. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I-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 fabrics" on, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPlf Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 January 11,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type LOT 19/1 WATERSTONET22400691 25t6979 A08 Hip Truss rty�Ply 1 Job Reference o lional tduilders FlrstSource (t'lant City, I-L), Plant City, FL - 33557, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:21 2021 Page 2 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-6xSzul Nwrz47vA6_OVG3mVMDRwHXMUoDg4yYyCzwplS NOTES- 10) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 lb down and 173 lb up at 7-0-0, 28 lb down and 51 lb up at 9-0-12, 90 lb down and 173 lb up at 11-0-12, 90 lb down and 173 lb up at 13-0-12, 90 lb down and 173 lb up at 15-0-12, 90 lb down and 173 lb up at 17-0-12, 90 lb down and 173 lb up at 19-0-12, 90 lb down and 173 lb up at 20-11-4, 116 lb down and 184 lb up at 22-11-4, 116 lb down and 184 lb up at 24-11-4, 116 lb down and 184 lb up at 26-11-4, 116 lb down and 184 lb up at 28-11-4, and 116 lb down and 184 lb up at 30-11-4, and 237 lb down and 407 lb up at 33-0-0 on top chord, and 272 lb down and 357 lb up at 7-0-0, 65 lb down and 102 lb up at 11-0-12, 65 lb down and 102 lb up at 13-0-12, 65 lb down and 102 lb up at 15-0-12, 65 lb down and 102 lb up at 17-0-12, 65 lb down and 102 lb up at 19-0-12, 65 lb down and 102 lb up at 20-11-4, 82 lb down at 22-11-4, 82 lb down at 24-11-4, 82 lb down at 26-11-4, 82 lb down at 28-11-4, and 82 lb down at 30-11-4, and 425 lb down and 169 lb up at 32-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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, 4-10=-54, 10-13=-54, 19-26=-20, 15-18=-20, 15-29=-20 Concentrated Loads (lb) Vert: 4=-90(B) 10=-237(B) 15=-425(B) 24=-272(B) 5=-3 21=-39(B) 20=-39(B) 6=-90(B) 16=-60(B) 32=-90(B) 33=-90(B) 35=-90(B) 36=-90(B) 37=-90(B) 38=-116(B) 39=-116(B) 41=-116(B) 42=-116(B) 43=-116(B) 44=-39(B) 45=-39(B) 46=-39(B) 47=-39(B) 48=-60(B) 49=-60(B) 50=-60(8) 51=-60(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITeIC� 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 ANSUfP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss, Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE A T22400692 2596979 A09S Special Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:22 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-a7OL6NOYcHC_XKhAaDnlJjuU_Kge5z5M2kh5VezwplR r1440 5-1880 13-7-1 20-0-0 2-5-133 3211-311 0NO -11-1 -2 6-4-15 7-0-5 3x6 3.00 F12 8-8-0 13-7-1 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20201TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 20-0-0 Scale=1:71.6 3x6 = 2x4 11 6 7 6x8 = 3x6 = 3x4 = 3x6 = 29.8-12 40-M CSL DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.57 Vert(LL) -0.3611-13 >643 240 MT20 2441190 BC 0.82 Vert(CT) -0.5511-13 >423 180 WB 0.74 Horz(CT) 0.10 13 n/a n/a Matrix -AS Weight: 208 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-14, 8-13, 7-13 REACTIONS. (size) 2=0-8-0, 13=0-3-8, 10=Mechanical Max Horz 2=429(LC 9) Max Uplift 2=-558(LC 10), 13=-509(LC 10), 10=-441(LC 10) Max Grav 2=914(LC 15), 13=1854(LC 15), 10=948(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2475/1501, 3-4=-2113/1321, 4-5=-894/845, 5-6=-244/486, 6-7=-207/496, 7-8=-208/501, 8-9=-1218/793, 9-1 0=-1 461/880 BOT CHORD 2-16=-1254/2551, 15-16=-936/2048, 14-15=-426/981, 11-13=-289/547, 10-11=-665/1256 WEBS 3-16=-359/266, 4-16=-310/919, 4-15=-1199/573, 5-15=-198/791, 5-14=-1263/609, 8-13=-929/532, 8-11=-229/894, 9-11=-469/407, 13-14=-1320/330, 7-14=-502/72 NOTES- 1) Unbalanced roof live loads have beenconsidered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 16-0-0, Exterior(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 36-0-0, Exterior(2E) 36-0-0 to 40-0-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 pate 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, with BCDL = 10.Opsf. 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 558 lb uplift at joint 2, 509 lb uplift at joint 13 and 441 lb uplift at joint 10. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 11,2021 ----- AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MITe'Ce fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety on, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1911 WATERSTONE 1 0 T22400693 2596979 A10S GABLE 1 1 Job Reference (optional) awwers mrstauurce tr-lant Idly, t-L), mant t ny, M - 33001, 6.431.1 S NOV 3U 2UZU MI I eK Industries, Inc. sun Jan 1U U6:05:25 2U21 Page 1 I D:q 65k6Z? uV li u QXU S7?YA4XyW46 R-?i i U kPQRvCbZO n QI FLK?xLW vzXh e I J Lokiwl5zzwplO 6-10-12 10-10-12 12-10-12 15-1-10 rt-4-0 4-10-12 5-2r4 8-10-12 10-34 12-5-0 a4-4-12 20-0-0 2410-6 26.7-1 29-8-12 33-3-13 40-00 'i-0-0� 4-10-1�-8 2-0-0 14-8 1_4 14i-0 410-0 4-10-0 1-s-2 3-1 -4 3-7-1 6-8-3 r 1-8-8 0-7-8 0S-12 0-8-14 Scale=1:80.1 5x6 6.00 12 . _ . , 2-0421 2-0-0 132-0-0 1 14 1 14-4-12 11 i 12-10-12 5x6 i 10 10-10-12 9 48 8-10-12 i 6.10-12 , 7 4-10-12 3x4 i 4 46 3x6 358 i 15 5x6 16 17 42 59 18 41 43 19 4x6 I 3x4 40 3 2 MT2 IS 11 20 57 t ;•;•;•;:•;•;•;•;,�;•;•;•;•;•;,• r 6222 5x8 11 3x6 = 6-10-12 10-10-12 13-4-2 15-1-10 20-7-10 2-0-14 , 410-12 Sy3-14 9-0-0 10-3y1 12-10-12 tp-4-12 20-0-0 2or4-0 24t o-6 z9-8-12 4M-0 23-14 21-t4 016-2 T7-4 d-s-4 2-0-0 0 - o -1 4-106 0 42n2 410� 10-34 1-5-14 0-7-8 1-0-10 03-10 Plate Offsets (X,Y)-- [2:0-4-0 0-1-15], [9:0-3-0 0-3-0], [13:0-3-8,0-2-8] 116:0-3-0 0-3-4] [21:0-3-8 Edge] [21:0-0-8 Edge], [25:0-3-0 0-3-01 LOADING (psD SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.16 22-56 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.36 22-56 >668 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(CT) 0.02 21 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 316 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD 1-3: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 "Except' 25-32: 2x4 SP No.2 P WEBS 2x4 SP No.3 *Except` 4-36,35-45,7-44,33-46,30-47,31-48: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEBS JOINTS REACTIONS. All bearings 7-4-7 except Qt=length) 2=2-0-0, 21=Mechanical. (lb) - Max Horz 2=426(LC 7) Max Uplift All uplift 100 lb or less at joints) 29 except 2=-973(LC 8), 27=-1561(LC 8), 21=-116(LC 8), 28=-128(LC 7), 30=-530(LC 8) Max Grav All reactions 250 lb or less at joints) 28 except 2=938(LC 17), 27=2548(LC 1), 21=678(LC 14), 29=314(LC 14), 30=485(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-734/766, 4-5=-645/595, 5-6=-432/128, 6-7=-374/111, 7-8=-413/195, 8-9=-396/219, 9-10=-579/772, 10-11=-499/754, 11-12=-462/770, 12-13=-408/786, 13-14=-418/803, 14-15=-473/791, 15-16=-487/706, 16-17=-585/0, 17-18=-674/7, 18-19=-698/0, 19-21=-977/62 BOT CHORD 2-36=-691/612, 35-36=-691/612, 34-35=-691/612, 33-34=-276/373, 31-33=-276/373, 30-31=-276/373, 29-30=-276/373, 28-29=-276/373, 27-28=-276/373, 26-27=-21/401, 25-26=-21/401, 24-25=-21/401, 23-24=-21/401, 22-23=-21/401, 21-22=0/853 WEBS 13-27=-939/536, 27-40=-1169/628, 40-41=-1142/612, 41-42=-1164/618,16-42=-1032/575, 16-43=-288/624, 22-43=-272/610, 22-37=-519/417, 19-37=-448/312, 9-48=-658/594, 47-48=-655/630, 39-47=-622/570, 38-39=-636/597, 27-38=-640/598, 34-46=-628/717, 9-46=-673/764, 5-45=-300/799, 44-45=-307/783, 34-44=-441/887, 7-44=-264/199, 30-47=-257/287 Structural wood sheathing directly applied. or 4-2-15 oc pudins. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 5-9-1 oc bracing:2-36 6-9-10 oc bracing: 35-36 7-0-4 oc bracing: 34-35 10-0-0 oc bracing: 21-22. 1 Row at midpt 13-27 1 Brace at Jt(s): 38, 39, 40, 41, 43, 46, 47 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=S.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; 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) Gable studs spaced at 2-0-0 oc. ($jnTWadcWn begl4aen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ® 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 MTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/117P11 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 January 11,2021 MiTek` 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE c � T22400693 2596979 A10S GABLE 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:25 2021 Page 2 ID:g65k6Z?uV IiUQXUS7?YA4XyW46R-?ii UkPQRvCbZOnQIFLK?xLWvzXhelJ Lokiwl5zzwplO NOTES- 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) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29 except Qt=lb) 2=973, 27=1561, 21=116, 28=128, 30=530. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 334 lb up at 2-10-12, and 327 lb down and 143 lb up at -1-4-0 on top chord, and 469 lb up at 2-10-0, 16 lb up at 4-10-12, 16 lb up at 6-10-12, 16 lb up at 8-10-12, 16 lb up at 10-10-12, and 195 lb up at 12-10-12, and 99 lb down and 136 lb up at 14-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face ofthe: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) I Vert: 1-2=-54, 2-13=-84(F=-30), 13-59=-84(F=-30), 21-59=-54, 49-62=-50(F=-30), 52-62=-20 Concentrated Loads (lb) Vert: 36=16(F)35=16(F)33=16(F)30=-99(F)31=107(F)57=-300(F)58=148(F)60=267(F)61=16(F) ®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 MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE r T22400694 2596979 A11 S Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:26 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-TuGsxIR3gWjQOx?xp3sETZ39_x1U1mnyzMfJePzwplN r1-4-0 5-11-1 8-7-8 13-10-8 20.0-0 26-2-6 32-11-11 40-0-0 '1-4-0'2-8-7 5-3-0 6-1-8 6-2-67-0-5 3x6 � 3.00 12 8-7-8 13-10-8'' LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 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* 10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 3x6 = 2x4 II 6 7 13 .. 6x8 = 3x6 = 3x6 = 20-0-0 3x6 = Scale = 1:75.3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.57 Vert(LL) -0.3711-13 >623 240 MT20 244/190 BC 0.83 Vert(CT) -0.56 11-13 >414 180 WB 0.76 Horz(CT) 0.10 13 n/a n/a Matrix -AS Weight: 208 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Raw at midpt 5-14, 8-13, 7-13 REACTIONS. (size) 2=0-8-0, 13=0-3-8, 10=Mechanical Max Harz 2=429(LC 9) Max Uplift 2=-558(LC 10), 13=-507(LC 10), 10=-441(LC 10) Max Grav 2=914(LC 15), 13=1857(LC 15), 10=949(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2475/1499, 3-4=-2125/1332, 4-5=-864/826,15-6=-243/491, 6-7=-202/490, 7-8=-210/508, 8-9=-1222/796, 9-10=-1468/886 BOT CHORD 2-16=-1254/2550, 15-16=-949/2063, 14-15=-403/926, 11-13=-276/516, 10-11=-671/1264 WEBS 3-16=-343/253, 4-16=-306/925, 4-15=-1259/605, 5-15=-198/784, 5-14=-1230/596, 8-13=-920/536, 8-11=-241/917, 9-11=-480/419, 13-14=-1315/313, 7-14=-486/80 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 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 16-0-0, Extedor(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 36-0-0, Exterior(2E) 36-0-0 to 40-0-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for 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. 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 4 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=lb) 2=558, 13=507, 10=441. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 11,2021 -- ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pp /�� Tek° building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 'y' l 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 ANSI117Pl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE T22400695 2596979 Al2S Special Truss 1 1 Job Reference (optional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:27 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-x5pE95ShRprHd5a8NmNTOmcLzLNsmC95COPsAszwplM 1-4-0 5-11-1 7- 13-0-7 20-0-0 26-5-13 32-11-91 40-0-0 1-4-0 5-11-1 -8- 6-8-15 6-7-9 6-5-13 6-5-13 7-0-5 Scale = 1:72.8 if 0 3x6 = 3.00 12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2. BOT CHORD 2x4 SP No.2 `Except' 9-11: 2x4 SP No.1 WEBS 2x4 SP No.3 3x6 = 2x4 11 5 6 5x8 11 3x6 = 3x4 = 3x6 6x8 = CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.49 Vert(LL) -0.36 10-12 >644 240 MT20 244/190 BC 0.82 Vert(CT) -0.55 10-12 >424 180 WB 0.81 Horz(CT) 0.09 12 n/a n/a Matrix -AS Weight: 206 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-14, 4-13, 7-12, 6-12 REACTIONS. (size) 2=0-8-0, 12=0-3-8, 9=Mechanical Max Horz 2=429(LC 9) Max Uplift 2=-542(LC 10), 12=-541(LC 10), 9=-424(LC 10) Max Grav 2=898(LC 15), 12=1887(LC 15), 9=926(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2458/1399, 3-4=-850/757, 4-5=-218/449, 5-6=-179/470, 6-7=-171/462, 7-8=-1170/754, 8-9=-1413/842 BOT CHORD 2-15=-1157/2516, 14-15=-1114/2409, 13-14=-371/904, 10-12=-254/504, 9-10=-631/1214 WEBS 3-15=-207/791, 3-14=-1563/772, 4-14=-130/716, 4-13=-1231/595, 7-12=-927/531, 7-10=-230/895, 8-10=470/408, 12-13=-1354/364, 6-13=-533/49 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 16-0-0, Exterior(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 36-0-0, Exterior(2E) 36-0-0 to 40-0-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=542, 12=541, 9=424. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 11,2021 ®WARNING - Verify d.i,n,ammetem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall 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 ANS11rPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply=RSTONE'iT222596979 A13SSpecial Truss tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:28 2021 Page 1 I D:g65k6Z?uV IiuQXUS7?YA4XyW46R-PHNdMQSJC7z8FF8KwUuiZ_8VQlhXVdW FRgBPilzwplL r1-4-01 4-7-5 5-11-11 12-4-9 20-0-0 26-5-13 32-11-11 40-0-0 1-4-0 4-7-6 1-3-9 6-5-8 7-7-8 6-5-13 6-5-13 7-0-5 4xb = 3x6 3.00 12 3x6 = 6.00 12 2x4 II 5 6 12 5x8 II 6x8 = 3x6 = 3x4 = 40-0-0 Scale = 1:74.0 3x6 = 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 0.58 Vert(LL) -0.36 10-12 >646 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.55 10-12 >425 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horc(CT) -0.07 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 208 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. 9-11: 2x4 SP No.1 WEBS 1 Row at midpt 3-14, 4-13, 7-12, 6-12 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-3-8, 9=Mechanical Max Horz 2=429(LC 9) Max Uplift 2=-508(LC 10), 12=-611(LC 10), 9=-388(LC 10) Max Grav 2=878(LC 15), 12=1975(LC 15), 9=881(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2568/1330, 3-4=-855/670, 4-5=-169/403, 5-6=-1311428, 6-7=-114/379, 7-8=-1069/671, 8-9=-1313/759 BOT CHORD 2-15=-1118/2616, 14-15=-1071/2458, 13-14=-336/939, 10-12=-177/412, 9-10=-557/1125 WEBS 3-15=-176/763, 3-14=-1535/747, 4-14=-51/667, 4-13=-1307/618, 7-12=-920/522, 7-10=-233/898, 8-10=-472/411, 12-13=-1450/445, 6-13=-626/142 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 16-0-0, Extedor(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 36-0-0, Exterior(2E) 36-0-0 to 40-0-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for 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. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=508, 12=611, 9=388. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANSIfrPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 19/1 WATERSTONE T22400697 2596979 A14S Special Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:29 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-tTx?amTxyR5?tPj W UBPx5Bhcx91 OE8wOfKuzEkzwplK r1-4-0 2-7-8 5-11-1 11-8-0 20-0-0 26-5-13 32-11-11 40-0-0 1-4-0 2-7-8 3--9 5-8-15 8-4-0 6-5-13 6-5-13 7-0-5 Scale = 1:75.3 3x6 = 6.00 F12 3x6 II 5 6 axo = 5x8 = 5x8 = 3x6 = 3x4 = 3x6 = 3x6 % 3x6 11 3.00 F12 Plate Offsets (X,Y)-- [2:0-1 -10, Edge], [5:0-3-0,Edge], [8:0-3-0,0-3-0], [13:0-2-8,0-2-8], [15:0-3-4,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.37 10-12 >631 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.94 Vert(CT) -0.5510-12 >423 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.07 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 209 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. 9-11: 2x4 SP No.1 WEBS 1 Row at micipt 3-15, 4-13, 7-13 WEBS 2x4 SP No.3 *Except* 2 Rows at 113 pts 6-12 4-13: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 12=0-3-8, 9=Mechanical Max Horz 2=429(LC 9) Max Uplift 2=-378(LC 10), 12=-880(LC 10), 9=-249(LC 10) Max Grav 2=767(LC 15), 12=2216(LC 15), 9=666(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2329/905, 3-4=-705/333, 4-5=-18/667, 5-6=0/295, 6-7=-9/657, 7-8=-595/345, 8-9=-842/436 BOT CHORD 2-16=-773/2410, 15-16=-769/2252, 14-15=-287/756, 13-14=-290/748, 9-10=-268/705 WEBS 3-16=-48/660, 3-15=-1504/701, 4-14=01588, 4-13=-13381637, 7-13=-901/505, 7-10=-240/911, 8-10=483/419, 12-13=-2075/1127, 6-13=-893/462 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 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 2-9-4, Interior(1) 2-9-4 to 16-0-0, Exterior(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 36-0-0, Exterior(2E) 36-0-0 to 40-0-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=378, 12=880, 9=249. ' 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 mv.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 Mire i(� 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 ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE 4 T22400698 2596979 BOI S COMMON TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:30 2021 Page 1 ID:g65k6Z?uV IiuQXUS7?YA4XyW46R-LgVNn6UajkDsUZlj2uwAePEsUYMAzf3Xu_dwnBzwplJ L 6-8-4 12-10-0 18-11-12 19-6-11 25-4-0 6-8-4 6-1-12 6-1-12 0-6-1 5-9-5 O 5x6 1 3x6 = 3x4 = 4x6 = 1.5x8 STP = 3x4 = 3x4 = 19-6-11 1918-0 25-4-0 Scale = 1:46.5 5 m Io LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CS1. TC 0.48 BC 0.97 WB 0.42 Matrix -AS DEFL. in Vert(LL) -0.33 Vert(CT) -0.49 Horz(CT) 0.02 (loc) I/deft L/d 6-8 >720 240 6-8 >476 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 114 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-6 REACTIONS. (size) 1=Mechanical, 5=0-4-0, 6=0-8-0 Max Horz 1=-260(LC 8) Max Uplift 1=-346(LC 10), 5=-219(LC 10), 6=-550(LC 10) Max Grav 1=854(LC 15), 5=179(LC 20), 6=1159(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1298/803, 2-3=-1075/712, 3-4=-156/316 BOT.CHORD 1-8=-616/1311, 6-8=-181/606 WEBS 2-8=-463/462,3-8=-286/869, 3-6=-933/329, 4-6=-455/520 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C EXteflor(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 8-10-0, Extedor(2R) 8-10-0 to 16-10-0, Interior(1) 16-10-0 to 21-4-0, Extedor(2E) 21-4-0 to 25-4-0 zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 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, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=346,5=219,6=550. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 11,2021 ® 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 MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPIf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATER STONE T22400699 2596979 B02S GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:31 2021 Page 1 ID:g65k6Z?uV IiuQXUS7?YA4XyW46R-ps3l?SVCU2Lj6itvccRPAcm?Nyjdi35h7eN4Jdzwpl I 6-0-0 8-8-13 12-10-0 11- 1-3 19-8-0 21-0-5 25-8-0 i 27-0-0 6-0-0 2-8-13 4-1-3 4-1-3 2-8-13 1-4-5 4-7-11 4x6 Scale = 1:45.8 5x8 = 3x6 11 -" 5x8 = 1.oxd b I V = 5x8 = 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/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 11-22,5-22: 2x4 SP No.2 OTHERS 2x4 SP No.3 3x6 11 CSI. DEFL. in (]cc) I/defl Lid PLATES GRIP TC 0.59 Vert(LL) 0.20 24 >999 240 MT20 244/190 BC 0.96 Vert(CT) -0.20 22-24 >999 180 WB 0.62 Horz(CT) 0.03 19 n/a n/a Matrix-MSH Weight: 165 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-13 cc purlins. BOT CHORD Rigid ceiling directly applied or 4-9-1 cc bracing. JOINTS 1 Brace at Jt(s): 29, 30, 32, 33 REACTIONS. (size) 1=Mechanical, 15=0-4-0, 19=0-8-0 Max Horz 1=-279(LC 6) Max Uplift 1=-869(LC 8), 15=-376(LC 8), 19=-1488(LC 8) Max Grav 1=1172(LC 1), 15=285(LC 18), 19=181B(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2044/1543, 3-4=-2068/1601, 4-5=-2022/1622, 5-6=-1045/823, 6-7=-975/853, 7-8=-932/861, 8-9=-920/854, 9-10=-990/865, 10-11 =-1 038/819, 11-12=-202/387, 12-13=-227/395, 13-15=-223/346 BOT CHORD 1-28=-1292/1860, 27-28=-1292/1860, 26-27=-1292/1860, 25-26=-1292/1860, 24-25=-1292/1860, 22-24=-1292/1860, 21-22=-311/343, 20-21=-311/343, 19-20=-311/343, 18-19=-311/343, 17-18=-311/343, 15-17=-311/343 WEBS 11-19=-1281/970, 8-22=-429/433, 22-32=-824/1229, 32-33=-824/1222, 33-34=-857/1262, 11-34=-810/1216, 5-26=-428/544, 5-31=-11181938, 30-31 =-1 070/901, 29-30=-1104/929, 22-29=-1124/945 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; 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 studs spaced at 2-0-0 cc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. • 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=869,15=376,19=1488. 6Io January 11,2021 ;ontinued on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing NEiTek" 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/rP11 Quality Criteria, DSB-69 and BCS/ Building Component 6904 Parke East Blvd. Safely /nformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE T22400699 2596979 B02S GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:31 2021 Page 2 ID:g65k6Z?uVIiuQXUS7?YA4XyW46 R-ps3l?SVCU2Lj6itvccRPAcm?Nyjdi35h7eN4Jdzwpll NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 Ib down and 89 Ib up at 2-10-12, 40 Ib down and 89 Ib up at 4-9-4, and 33 Ib down and 87 Ib up at 20-9-4, and 72 Ib down and 186 Ib up at 22-9-4 on top chord, and 28 Ib up at 2-10-0, 5 Ib down and 9 Ib up at 4-9-4, 39 Ib down and 81 Ib up at 6-9-4, 39 Ib down and 81 Ib up at 8-9-4, 39 Ib down and 81 Ib up at 10-9-4, 39 Ib down and 81 Ib up at 12-9-4, 39 Ib down and 81111 up at 14-9-4, 39 Ib down and 81 Ib up at 16-9-4, 39 Ib down and 81 Ib up at 18-9-4, and 13 Ib up at 20-9-4, and 6 Ib down and 32 Ib up at 22-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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: 1-8=-74(F=-20), 8-41=-74(F=-20), 16-41=-54, 35-40=-40(F=-20) Concentrated Loads (lb) Vert: 22=-39(B) 24=-39(B) 25=-39(B) 27=-5(B) 4=0(B) 28=3(B) 3=0(B) 21=-39(B) 20=-39(B) 18=6(B) 12=7(B) 17=23(B) 13=24(B) 45=-39(B) 46=-39(B) - -..—.. -- .....__._.....- - - - - --- — ------------------_..__._ ..... _.._....._.__.._._.__..__— ---- ----- ..._.- ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE, USE. Design valid for use only with 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/1rPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE c c T22400700 2596979 CJ1 JACK -OPEN TRUSS 7 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:32 2021 Page 1 I D:g65k6Z?uV liuQXUS7?YA4XyW46R-H2d7CoVgFMTaksS59JyejgJ GpMG9Rf3gM17dr3zwplH -1-4-0 0-11-4 1-4-0 0-1 1-4 Scale = 1:7.6 co m 0 N O 1-4 0-11-4 Plate Offsets (X,Y)-- [2:0-1-4,0-0-21 Plate LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 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: 5 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 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=20(LC 10), 2=159(LC 15), 4=44(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.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 atjoint(s) 3, 4 except (jt=lb) 2=195. January 11,2021 ® WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. OFDesign valid for use only with MTek0 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 MITe�� 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/rPN Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE e T22400701 2596979 CJ1A JACK-0PEN TRUSS 2 1 Job Reference (optional) tsuiiaers hlrsvjource tenant laty, t-L), mant lacy, t-L - JJUb r, 8.4JU s IVov bU LULU MI 1 eX Inausines, Inc. OUR Jan I UB:UD:JL LUL I rage I ID:g65k6Z?uV IiuQXUS7?YA4XyW46R-H2d7CoVgFMTaksS59JyejgJ GpMDDRf3gM17dr3zwplH -1-4-0 0-11-4 1-4-0 0-11-4 Scale =1:7.6 JX4 — 0-8-0 0-11-4 0-8-0 0-3-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weill L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 V.ert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP' CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 4=Mechanical, 2=0-4-0 Max Horz 2=79(LC 10) Max Uplift 3=-44(LC 1), 4=-63(LC 1), 2=-305(LC 10) Max Grav 3=71(LC 10), 4=103(LC 10), 2=248(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=305. January 11,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 M iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE T22400702 2596979 CAB JACK -OPEN TRUSS 2 1 Job Reference (optional) tiunaerS mrsi5ource tenant Lmy, t•LI, mant Lary, t'L - JJ00 f, 0.4JU 5 INUV JU LULU MI I UK I11uU5IrIU5, 111U. Jun Jan I U0;V0:00 N 1 r"ayu I ID:g65k6Z?uVliuQXUS7?YA4XyW46R-mEBVQ8WSOfbRL01 Hj1 UtG1 sS4mcPA61_axsANVzwpIG -1-4-0 0-11-4 i 1-4-0 0-11-4 Scale=1:10.2 0 N O ADEQUATE SUPPORT REQUIRED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Ildefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.01 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a nla BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 3=Mechanical, 4=Mechanical Max Horz 3=94(LC 10) Max Uplift 1=-109(LC 10), 3=-7(LC 10), 4=-59(LC 10) Max Grav 1=93(LC 15), 3=43(LC 1), 4=48(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; end vertical left 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 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 Qt=lb) 1=109. January 11,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE. USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicabilityof design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE • T22400703 2596979 CA V Jack -Open Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:34 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-ERkudUX4nzjHzAcUHk?6oF0cJAyfvZY7pbckwyzwplF -1-4-0 0-11-4 1.4-0 0-11-4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-4(LC 1), 2=-181(LC 10), 4=-14(LC 1) Max Grav 3=16(LC 10), 2=158(LC 1), 4=35(LC 10) Scale =1:7.6 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.23 Vert(LL) 0.00 7 >999 240 MT20 2441190 BC O:04 Vert(CT) 0.00 7 >999 180 WB 0.00 Horz(CT) 0.00 2 n/a n/a Matrix -MP Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 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=S.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; 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) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=181. January 11,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/1912020 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 WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TFlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply LOT 19/1 WATERSTONE T22400704 2596979 CJ3 JACK -OPEN TRUSS 6 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:34 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-ERkudUX4nzjHzAcUHk?6oF0cJAxXvZY7pbckwyzwplF -1-4-0 2-11-4 1-4.0 2-11-4 Scale = 1:12.7 2-11-4 _ 2-11-4 Plate Offsets (X,Y)— 12:0-4-0,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.23 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-62(LC 10), 2=-212(LC 10), 4=-41(LC 7) Max Grav 3=65(LC 15). 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this trusscomponent. 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 Qt=lb) 2=212. January 11,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6119/2020 BEFORE USE. Design valid for use only with MTek®mnneclors. This design [abased only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal iinjury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE , � T22400705 2596979 CJ3V Jack-OpemTruss 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 Plate Offsets (X Y)— [2:0-0-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 TCDL 7.0 Lumber DOL 1.25 BC 0.12 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP NG.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-57(LC 10), 2=-149(LC 10) Max Grav 3=74(LC 15), 2=196(LC 15), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:35 2021 Page 1 ID:g65k6Z?uV IIUQXUS7?YA4XyW46R-idlGggYiYHr8bKBgrSW LLSxn3ZHieOoG2FLHSOzwplE 2-11-4 2-11-4 Scale=1:12.7 DEFL, in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.01 4-7 >999 240 MT20 2441190 Vert(CT) -0.01 4-7 >999 180 Horz(CT) 0.00 3 n/a n/a Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or2-.11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=149. January 11,2021 ® 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE ♦ T22400706 2596979 CJ5 JACK -OPEN TRUSS 6 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:35 2021 Page 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-id I GggYiYHr8bKBgrSW LLSxjCZDpeOoG2FLHSOZwplE -1-4-0 4-11-4 1-4-0 4-11-4 3x4 = Scale=1:17.6 4-11-4 Plate Offsets (X,Y)— [2:0-1-4,0-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.07 4-7 >861 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-124(LC 10), 2=-261(LC 10), 4=-73(LC 10) Max Grav 3=124(LC 15), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=124, 2=261. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall p /� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek` 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//TPl1 Quality Cr/feria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE 4 • T22400707 2696979 CJ5V Jack -Open Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:36 2021 Page 1 ID:g65k6Z?uV IiuQXUS7?YA4XyW46R-Apse2AZKJaz?CUmsO91 atgUtOzYNNT2QGv5r_gzwplD -1-4-0 4-11-4 _ 1-4-0 4-11-4 Scale=1:17.6 JX4 Plate Offsets (X,Y)-- [2:0-0-15,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.06 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.06 4-7 >937 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 18 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-113(LC 10), 2=-161(LC 10) Max Grav 3=138(LC 15), 2=265(LC 15), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=113,2=161. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 11,2021 ®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 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 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 19/1 WATERSTONE s T22400708 2596979 001 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:37 2021 Page 1 ID:SWtsYgl GDf5f83g8cncfVjzOU4F-eOQOFVZz4u5sgdK3ytYpQtOxnNnw6tKZVZgOWHzwplC 7-0-0 13-0-0 20-0.0 2l-4-0 1 4-0 7-0-0 6-0-0 7-0-0 1 4 5x8 = NAILED 3 NAILED NAILED 16 17 Special 4x6 = 3x6 = 2x4 II 3x4 = NAILED NAILED 3x4 = 3x6 = Special 7-0-0 Special Scale = 1:36.9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TP12014 CSI. TC 0.98 BC 0.84 WB 0.25 Matrix-MSH DEFL. in Vert(LL) 0.15 Vert(CT) -0.21 Horz(CT) 0.07 (loc) Ildefl Ud 9-12 >999 240 7-9 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 86 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 3-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-9-11 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=172(LC 24) Max Uplift 2=-980(LC 8), 5=-1010(LC 8) Max Grav 2=1466(LC 1), 5=1487(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2642/1705, 3-4=-2360/1666, 4-5=-2691/1771 BOT CHORD 2-9=-1356/2296, 7-9=-1365/2318, 5-7=-1416/2339 WEBS 3-9=-205/668, 3-7=-266/187, 4-7=-171/658 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=980,5=1010. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 334 lb down and 391 lb up at 13-0-0 on top chord, and 336 lb down and 302 lb up at 7-0-0, and 336 lb down and 302 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=54, 10-13=-20 Concentrated Loads (lb) Vert: 3=-117(F) 4=-189(F) 9=-336(F) 7=-336(F) 16=-117(F) 17=-117(F) 18=-59(F) 19=-59(F) January 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 vedfy the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Oty Ply ]Truss =RSTONET22400709 2596979 D02 Hip 1 1 ticnal Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:38 2021 Page 1 ID:SWtsYgl GDf5f83g8cncfVjzOU4F-6C_0TrabrCDjSnvFWa32z5ZEgn9nrLNjkDax3jzwplB -1-4-0 6-3-6 9-0-0 11-0-0 13-8-10 20-0-0 21-4-0 1-4-0 6-3-6 2-8-10 2-0-0 2-8-10 6-3-6 1-"o Scale = 1:36.9 4x6 = 46 = a 3x6 = 3x4 = 4x6 3x4 = 3x6 = 9-0-0 11-0-0 Ig 9-0-0 2-0-0 9-0-0 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8] [7:0-2-12 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.14 11-14 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.67 Vert(CT) -0.31 11-14 >779 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 92 lb FT = 20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-213(LC 8) Max Uplift 2=-450(LC 10), 7=-450(LC 10) Max Grav 2=812(LC 1), 7=812(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1182/894, 3-4=-971/791, 4-5=-823/739,5-6=-971/791, 6-7=-1182/894 BOT CHORD 2-11=-591/1069, 9-11=-330/823, 7-9=-591/1023 WEBS 3-11=-390/391, 4-11=-242/369, 5-9=-242/370, 6-9=-390/391 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=S.Opsf; 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 3-4-2, Exterior(2R) 3-4-2 to 16-7-14, Interior(1) 16-7-14 to 17-4-0, Exterior(2E) 17-4-0 to 21-4-0 zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=450,7=450. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chard. January 11,2021 ----- AWARNING -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 MTekOO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek" 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/fri ll Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Cty Ply LOT 19/1 WATERSTONE ,1 � T22400710 2596979 D03 Hip Girder 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:40 2021 Page 1 ID:SWtsYgl GDf5f83g8cncfVjzOU4F-2b69uXcrNpURh53ed?6W2WeayaotJ6UOBX327bzwpl9 10-3-0 5-1-12 9-9-0 1q-Or0 14-10-0 20-0-0 5-1-12 4-7-4 03- 4-7-4 5-1-12 03-0 Scale = 1:37.6 6x8 Iv 0 5xB = HTU26 HTU26 HTU26 5x6 = HTU26 HTU26 3x8 I 10x12 = 3x8 I 4x6 = 1.5x8 STP = HTU26 HTU26 HTU26 HTU26 HTU26 10-3-0 5-1-12 9-9-0 1q-0 0 14-10-4 20-0-0 5-1-12 ZINO 0r3- 4-1-4 5-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.13 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0:88 Vert(CT) -0.16 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 250 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 8-3-0 oc bracing. 1-8: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 5=0-8-0 Max Horz 1=196(LC 24) Max Uplift 1=-2514(LC 8), 5=-2383(LC 8) Max Grav 1=4346(LC 1), 5=4494(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7701/4140, 2-3=-5076/2716, 3-4=-5076/2712, 4-5=-7571/4029 BOT CHORD 1-9=-3663/7010, 7-9=-3663/7010, 6-7=-3549/6763, 5-6=-3549/6763 WEBS 2-9=-1092/2275, 2-7=-2854/1590, 4-7=-2584/1462, 4-6=-1025/1999, 3-7=-2136/4109 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered 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 ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 1, 5 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 Ib uplift at joint(s) except (jt=lb) 1=2514, 5=2383. 10) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 14-1 Odxl 112 Truss, Single Ply Girder) or equivalent at 2-2-12 from the left end to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-1 Odxl 112 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 4-2-12 from the left end to 18-6-12 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. January 11,2021 ®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 MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE ,t T22400710 2596979 D03 Hip Girder 1 Job Reference (optional) Builders First5oufce (Plant City, FL), Plant City, FL - 33567, 6.431J 5 NOV 3U ZUZU mi I eK maustrles, Inc. bun Jan lU U6:UO:4U zuz"I rage Z ID:SWtsYgl GDf5f83g8cncfVjzOU4F-2b6guXcrNpURh53ed?6W2WeayaotJ6UOBX327bzwpl9 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 1-12=-20 Concentrated Loads (lb) Vert: 8=-501(B)9=-689(B)6=-676(B)14=-675(B)15=-1150(B)16=-689(B)17=-558(B)18=-640(B)19=-664(B)20=-675(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MpTek` is always required for stability and to prevent collapse withpossible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intonation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1911 WATERSTONE 1 • T22400711 2596979 E7 Jack -Open 11 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2 3x6 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:41 2021 Page 1 ID:SWtsYq 1 GDf5f83g8cncfVjzOU4F-XngX5tcT87clJFegBidlajBff_AV2kH9QBobg2zwp18 7-0-0 7-0-0 7-0-0 7-0-0 Scale = 1:22.6 Plate Offsets (X,Y)-- [2:0-0-4,Edgej 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 0.80 Vert(LL) 0.19 4-7 >437 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.20 4-7 >410 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 24 lb 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. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 10) Max Uplift 3=-165(LC 10), 2=-185(LC 10) Max Grav 3=204(LC 15), 2=343(LC 15), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 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) except at=lb) 3=165, 2=185. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 11,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE INII.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 ANSIfrPlt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE 1 • T22400712 2596979 EJ7A JACK -OPEN TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:44 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-xMLgjvfMQ2_tAiNPsrASCMpIcCLXF2vb691 GGNzvvp15 `x" — 2x4 11 2x4 II ZX4 it Scale=1:22.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.00 1 n/r 180 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP ND.3 REACTIONS. All bearings 7-0-0. (lb) - Max Horz 2=237(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 6, 2 except 7=-105(LC 10), 8=-100(LC 10) Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7, 8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-467/160 WEBS 4-7=-127/380, 3-8=-233/459 PLATES GRIP MT20 244/190 Weight: 35 lb FT = 20 Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) zone; porch left exposed;C-C'for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 2) 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. 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) Gable studs spaced at 2-0-0 cc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20 % where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2 except Qt=lb) 7=105,8=100. January 11,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTekOO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//rP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 19/1 WATERSTONE ) • T22400713 259t6979 EJ7V Jack -Open Truss 6 1 Job Reference o lional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:46 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-tlTQ8agcyfEaPDXn_GDwHnuVh?swj_WuaTW MLFzwpl3 -1-4-0 7-0-0 1-4-0 7-0-0 Scale = 1:22.6 3x6 Plate Offsets (X,Y)-- [2:0-0-10,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.20 4-7 >408 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.78 Vert(CT) -0.21 4-7 >398 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 25 lb 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. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=241(LC 10) Max Uplift 3=-169(LC 10), 2=-179(LC 10) Max Grav 3=206(LC 15), 2=341(LC 15), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=169, 2=179. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. January 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI14473 rev. 511.9/2020 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 chard members only. Additional temporary and permanent bracing MiTe'Cs 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 ANS11TPIf Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE t J • T22400714 2596979 EJ210 Jack -Open Truss 13 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:41 2021 Page 1 I D:g65k6Z?uV IiUQXUS 7?YA4XyW46 R-XngX5tcT87cl J Feq BidlajBdf_112kH9QBobg 2zwpl B -1-4-0 2-10.0 1-4-0 2-10-0 Scale = 1:12.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.02 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=129(LC 10) Max Uplift 3=-29(LC 9), 2=-298(LC 10), 4=-25(LC 15) Max Grav 3=20(LC 15), 2=517(LC 15), 4=35(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.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; 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) 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 joint(s) 3, 4 except (j =1b) 2=298. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 227 lb down and 285 lb up at -1-4-0 on top 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: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 1=-200(F) January 11,2021 A 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 MrrekO 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 iVliTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 19/1 WATERSTONE i ) • T22400715 2596979 EJ210A JACK -OPEN TRUSS 2 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:42 2021 Page 1 I D:g65k6Z?uVliuQXUS7?YA4XyW46R-?zDvlDd5vQk9wPDOIQ8_7xjzyOfgnBXlfrY9CUzwpl7 2-10-0 1 4-0 2-10-0 Scale = 1:12.4 2X4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.01 5 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.16 Vert(CT) 0.01 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 11 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=129(LC 10) Max Uplift 3=-39(LC 10), 2=-257(LC 10), 4=-26(LC 7) Max Grav 3=49(LC 15). 2=234(LC 1), 4=36(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=257. January 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicabilityof 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 ANSI1rPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE t. T22400716 2596979 EJ210B JACK -OPEN TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:43 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-TAn H WZejfksOYYoCJ7fDg8G6moyl WdnStVHikwzwpl6 . 2-10-0 1-0 2-10-0 Scale = 1:15.0 ADEQUATE SUPPORT REQUIRED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.05 7 >953 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) 0.04 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 4 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 3=Mechanical, 4=Mechanical Max Horz 3=143(LC 10) Max Uplift 1=-198(LC 10), 3=-30(LC 10), 4=-83(LC 10) Max Grav 1=160(LC 1), 3=89(LC 1), 4=68(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph'(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 Qt=lb) 1=198. January 11,2021 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 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 applicabilityof design parameters and properly incorporate this design into the overall p�� /A� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVI ��'ek' 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 ANSIM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19l1 WATERSTONE a i T22400717 2596979 EJ210C Jack -Open Truss 1 1 Job Reference (optional) Builders FlrstSdurce (Plant city, FL), I'lant Gty, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:43 2021 Page 1 ID:g65k6Z?uV IIUQXUS7?YA4XyW46R-TAnH WZeifksOW oCJ7fDg8G_Odrm WZRStVHikwzwpl6 -1-4-0 2-0-7 2-10-0 1 4-0 2-0-7 0-9-9 Scale = 1:12.4 i 1-6-12 2-10-0 1-6-12 1-3-4 Plate Offsets (X,Y)— [2:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.00 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0:81 Vert(CT) 0.00 5-6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.28 Horz(CT) 0.12 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 13 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 6=0-11-5 Max Horz 6=129(LC 10) Max Uplift 4=-361(LC 1), 5=-495(LC 1), 6=-1015(LC 10) Max Grav 4=288(LC 10), 5=410(LC 10), 6=1223(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-179/252 BOT CHORD 2-6=-43/266 WEBS 3-6=-544/937 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left 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) 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. 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 studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=361,5=495,6=1015. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 102 lb down and 128 lb up at -1-4-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (Ib) Vert: 1=-90(F) January 11,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa; FL 36610 Job Truss Truss Type City Ply LOT 19l1 WATERSTONE e -) f T22400718 2596979 EJ210D JACK -OPEN TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:44 2021 Page 1 ID:g65k6Z?uV IiUQXUS7?YA4XyW46 R-xMLgjvfMQ2_tAiNPsrASCMpLhCLuF4Cb691 GGNzwpl5 -1-4-0 1-10-15 2-10-0 1-4-0 1-10-15 0-11-1 Scale = 1:15.0 -1-4-4 1-4-4 1-5-4 15-4 1-10-15 0-5-11 2-10-0 0-11-1 Plate Offsets (X,Y)-- [4:0-3-2,0-0-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 2 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-11-5 except (jt=length) 1=0-1-8, 4=Mechanical. (lb) - Max Horz 7=146(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) 4 except 1=-385(LC 10), 7=-350(LC 10), 6=-158(LC 1), 6=-158(LC 1) Max Grav All reactions 250 lb or less atjoint(s) 6, 4 except 1=412(LC 15), 7=404(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Building Designer / Projectengineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 1=385,7=350,6=158. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 340 lb down and 427 lb up at -1-3-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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: 1-8=-76, 4-8=-54, 2-5=-20 January 11,2021 'ontinued on page 2 ® 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 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 ANS11rP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE �- � T22400718 2596979 EJ210D JACK -OPEN TRUSS 1 1 Job Reference o lional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:44 2021 Page 2 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-xMLgjvfMQ2_tAiNPsrASCMpLhCLuF4Cb691 GGNzwpl5 LOAD CASE(S) Standard ` Concentrated Loads (lb) Vert: 1=-300(F) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1012020 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 ANSI11"P/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE 4 4-` • T22400719 2596979 H7 JACK -OPEN GIRDER 3 1 Job Reference (optional) Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:46 2021 Page 1 ID:U FLsKgoi2lTgRmwAjjSQPzBAGN-tlTQ8agcyfEaPDXn—GDwHnuZ_?VHjtVuaTW MLFzwp13 1-10-10 4-6-8 9-10-13 1-10-10 4-6-8 54-5 Scale=1:25.3 3x4 = NAILED NAILED NAILED NAILED 4-6-8 9-103 9-1 13 4-6-8 5-3-11 041210 Plate Offsets (X,Y)— [2:0-2-5,0-0-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.18 6-7 >664 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.63 Vert(CT) 0.14 6-7 >844 180 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH 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 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 24) Max Uplift 4=-165(LC 8), 2=-411(LC 8), 5=-286(LC 5) Max Grav 4=148(LC 1), 2=518(LC 1), 5=305(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-841/712 BOT CHORD 2-7=-772/771, 6-7=-772/771 WEBS 3-7=-197/290, 3-6=-813/814 NOTES- 1) Wind: ASCE 7-16; VOIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=165, 2=411, 5=286. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 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 Concentrated Loads (lb) Vert: 7=-10(F=-5, B=-5) 12=-75(F=-37, B=-37) 14=-57(F=-28, B=-28) January 11,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �AA T building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Itll� l�i k• is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATER STONE y .-�t- o • T22400720 2596979 HJ7V DIAGONAL HIP GIRDER 1 1 Job Reference o lional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43U s Nov 3U 2U2U Mi I ek Industries, Inc. Sun Jan I UB:Ub:49 ZU21 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-IJ9ZmcjU Fac9GTFMfOmdvP W7kDxfwHRKGRk1 yazwplO 1-10-10 5-11-11 9-10-13 r 1-10-10 5-11-11 3-11-2 Scale = 1:22.3 3x4 5-11-11 5-11-11 9-10-13 3-11-2 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.06 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-10 do bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-9-13, 5=Mechanical Max Horz 2=291(LC 8) Max Uplift 4=-201(LC 8), 2=-229(LC 8), 5=-153(LC 8) Max Grav 4=245(LC 13), 2=412(LC 1). 5=426(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1119/390 BOT CHORD 2-7=-578/1122, 6-7=-584/1116 WEBS 3-7=0/270, 3-6=-1113/578 NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 lb uplift at joint 4, 229 lb uplift at joint 2 and 153 lb uplift at joint 5. 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: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-134(F=-40, B=40), 8=0(F=10, B=1 0)-to-5=-49(F=-1 5, B=-15) January 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS17TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 19/1 WATERSTONE A t� t f' T22400721 2596979 HJ210 DIAGONAL HIP GIRDER 1 1 Job Reference (optional tsunaers mrstoource Imam urty, I-L), viant city, hL - 33bb 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:47 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-Lx1 oMwh EjzMR1 A5_Yzk9q_RpKPNcSRm2o7Fwthzwpl2 -1-10-10 3-11-5 1-10-10 ' 3-11-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.01 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=129(LC 8) Max Uplift 3=-39(LC 8), 2=-172(LC 8) Max Grav 3=60(LC 13), 2=162(LC 13), 4=40(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.1 PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20% Structural wood sheathing directly applied or 3-11-5 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 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 studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=172. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 75 lb up at 1-4-15, and 60 lb down and 75 lb up at 1-4-15 on top chord, and 48 lb up at 1-4-15, and 48 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=150(F=75, B=75) 9=51(F=26, B=26) January 11,2021 ® 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 Mi rek0 connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS111"P/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway; Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply LOT 19/1 WATERSTONE 4 -'4' r T22400722 2596979 HJ210A DIAGONAL HIP GIRDER 1 1 Job Reference (optional) cunaers rirstoource (runt airy, rL), mant arty, I-L-33bbf, 2x4 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:48 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-p7bAZGisUGUIeKgA5gFONCz_4phfBuOB1 n?TP8zwpl1 3-11-5 3-11-5 Scale = 1:12.1 0-4-14 3-11-5 0-4-14 ' 3-6-7 Plate Offsets (X,Y)-- [2:0-2-5,0-0-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.03 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.02 5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MP Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-6-1, 4=Mechanical Max Horz 2=128(LC 8) Max Uplift 3=-32(LC 5), 2=-250(LC 8), 4=-48(LC 13) Max Grav 3=42(LC 1), 2=229(LC 1), 4=36(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf,, h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=250. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 98 lb up at 1-4-15, and 54 lb down and 98 lb up at 1-4-15 on top chord, and 24 lb dawn and 36 lb up at 1-4-15, and 24lb down and 36 lb up at 1-4-15 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 9=53(F=27, B=27) 10=72(F=36, B=36) January 11,2021 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 MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P1f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway; Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/1 WATERSTONE .1 ' a�- t �- T22400723 2596979 HJ210B DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 08:05:48 2021 Page 1 ID:g65k6Z?uV IIUQXUS7?YA4XyW46R-p7bAZGisUGU IeKgA5g FONCzzvphcBI?B1 n?TP8zwpl l -1-10-10 3-11-5 1-10-10 3-11-5 ADEQUATE SUPPORT REQUIRED LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 TCDL 7.0 Lumber DOL 1.25 BC 0.25 BCLL 0.0 Rep Stress Incr NO WB 0.07 BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Scale = 1:14.7 2x4 11 DEFL. in (loc) I/defl Lid PLATES GRIP Vert(LL) 0.05 7 >999 240 MT20 244/190 Vert(CT) -0.04 7 >999 180 Horz(CT) 0.02 4 n/a n/a Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3A 1-5 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical except Qt=length) 4=Mechanical, 6=0-8-0. (lb) - Max Horz 6=143(LC 8) Max Uplift All uplift 100 Ib or less atjoint(s) except 1=-137(LC 8), 4=-113(LC 1), 5=-149(LC 1), 6=-456(LC 8) Max Grav All reactions 250 Ib or less atjoint(s) 1, 4, 5 except 6=553(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-276/219 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible forverifying 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 lost 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 137 Ito uplift at joint 1, 113 lb uplift at joint 4, 149 lb uplift at joint 5 and 456 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 Ib down and 54 lb up at 1-4-15, and 50 lb down and 54 lb up at 1-4-15 on top chord, and 28 lb down and 44 lb up at 1-4-15, and 28 lb down and 44 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-75, 4-8=-54, 5-7=-20 Concentrated Loads (lb) • Vert: 10=56(F=28,B=28)11=-56(F=-28,B=-28) January 11,2021 ® 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 prop edy incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117PIl Quality Criteria, DSB-89 and BCSI Building Component 6904 Padre East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway; Sulte 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 31; 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. Ole For 4 x 2 orientation, locate plates 0- '14' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS BOTTOM CHORDS A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-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. 0_ 3. Never exceed the design loading shown and never O stack materials on inadequately braced trusses. 2 U 4. Provide copies of this truss design to the building pdesigner, erection supervisor, property owner and I— all other interested parties. 8 7 6 5 1 5. Cut members to bear tightly against each other. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ]CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved Mr_iT6k 0 MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.