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HomeMy WebLinkAboutTrussA 258 Southhall Lane, Suite 200 fiF;D Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES November 2, 2020 Building Department Ref: Adams Homes Lot: Lot 23 B15 Subdivision: Ft. Pierce - Waterstone Address: 5368 Vespera St. Model: 1835 B RHG KA # 20-7924 Truss Company: Builders First Source Date of drawings: 10/22/20 Job No.: 2516699 Wind Speed: 160 Exposure: C Truss Engineer: Philip J. O'Regan 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, 11/2/2020 Carl A. Brown, P.E. FL. # 56126 ,``�a�►1»�fa�ag "� PA13 �� a 0 jV � y e Moe b Lois, FL. Pa$lp ;orres•,r�\�'� ��� ##'8s7,8 °'�st��ae�aa�a FDS Engineering Associates, A TSG Company "Your Building Code Experts" • 1 13-08-00 4-08-00 6-04-00 2D-00-00 44-08-00 CONNECTORS SCHEDULE ROOF TRUSS 10TA ID MODEL ROOF UPLIFT SYM 0 A' LUS24 / JUS24 895 / 836 490 /510 ILA' 5 A HTU26 / THD26 3600 / 3470 1555 / 2330 ILA 0 B HTU28 /THD28 4680 / 5040 2140 / 2330 ILa 0 C HTU26-2 /THD26-2 3600 / 3355 2175 / 2340 tc 0 D HTU28-2 / THD28-2 4680 / 5005 3485 / 2595 1 1 w 0 E HGUS26-2 / THDH26-2K7460117835 2155 / 2340 1 LE 0 F HGUS28-2 / THDH28-23235 / 3330 1 IF 0 G HGUS26-3 / THDH26-32155 / 2340 1 tG 0 H HGUS28-3 / THDH28-33235/4370 lw0 J THASR-L29 / 4095 / 4370L!� 0 3X8NOP 0 Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; sclecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner IDS ENGINEERING ASSOCIATES Date: 11/0212020 By. BH Submittal No.: Project No.: 20-7924 Project Eng.: Luis Project Name: Adams Homes - Ft. Pierce - Wate stone Lot 23 Blk. 5 VERIFY ALL DIMENSIONS MID CEIUNG COND MONS PRIOR TO APPROVAL SOME COUNG FRAMING REQUIRED IN FIELD BY BUILDER MAIN MD FORCE RESISTWO SYSTEMICC HYBRID MD ASCO40 ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY B WIND LOAD IW M WINO WPORrANCE FACTOR CM TRUSSES HAVE BEEN DESgNED FORA 10.0 PSF BOTTOM CHORD LIVE LOAD NONCONOURRENT WNH ANY OTHER LIVE LOADS TCLL• 20 PSF TCDL: 07 PSF BCDL: 10 PSF TOTAL: 37 PSF DURATION: 1.26 FLOOR LOADING TCLL: 40 PSF TCDL: 10 PSF BCDL: 6 PSF TOTAL: 65 PSF DURATION: 1.00 This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Cheek All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By Date CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI•B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (10. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges 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 Coiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 0112 TOP CHORD SIZE: 2 X4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG -LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2017 BEARING HEIGHT SCHEDULE Hatch Legend =8'-0" Bearing ®10'-0" Bearing BUILDER: Adams Homes PROJECT: Single Family MODEL: 1835 B ADDRESS: 5368 VESPERA ST LOT / B K: 23/5 SU 'M ON: WATERSTONE Y FT PIERCE D WN BY: K SANCHEZ OS # : 26165699 DATE: 110122120201 SCALE: NTS PLAN DATE: 1 2020 REVISIONS: 1. 2. 3. 4, 6,WdWem.A RrstSour+ce 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 305-1301 W1, MiTek" Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 2516699 - LOT 23/5 WATERSTONE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2516699 Model: 1835 Jampa, FL 33610-4115 Lot/Block: 23/5 Subdivision: WATERSTONE Address: 5368 VESPERA ST, . 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: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 35 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# , Truss Name Date 1 T21655944 A02 10/22/20 2 T21655945 A03 10/22/20 3 T21655946 A04 10/22/20 4 T21655947 A05 10/22/20 5 T21655948 A06 10/22/20 6 T21655949 A07 10/22/20 7 T21655950 A08 10/22/20 8 T21655951 A09 10/22/20 9 T21655952 A10 10/22/20 10 T21655953 B01 10/22/20 11 T21655954 B02 10/22/20 12 T21655955 C1 V 10/22/20 13 T21655956 C3V 10/22/20 14 T21655957 C5V 10/22/20 15 T21655958 D01 10/22/20 16 T21655959 D02 10/22/20 17 T21655960 D03 10/22/20 18 T21655961 E7 10/22/20 19 T21655962 E7A 10/22/20 20 T21655963 E7V 10/22/20 21 T21655964 E88S 10/22/20 22 T21655965 E88V 10/22/20 No. Seal# Truss Name Date 23 T21655966 F01 10/22/20 24 T21655967 F02 10/22/20 25 T21655968 H7V 10/22/20 26 T21655969 M01 10/22/20 27 T21655970 M02 10/22/20 28 T21655971 M03 10/22/20 29 T21655972 M04 10/22/20 30 T21655973 M05 10/22/20 31 T21655974 M06 10/22/20 32 T21655975 M07 10/22/20 33 T21655976 M08 10/22/20 34 T21655977 M09 10/22/20 35 T21655978 M 10 10/22/20 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: ORegan, Philip My license renewal date for the state of Florida is February 28, 2021. 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, Chapter2. F1 ORegan, Philip 1 of 1 Job Truss Truss Type Qty Ply LOT 23/5 WATERSTONE T21655944 2516699 A02 SPECIAL 2 1 Job Reference o ticnal ounuers r—I.-urue moot Illy, rLy, runt City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 16:06:39 2020 Page 1 ID:_Ymcu554m UOAWSyn4TW Vryz4jf-OH93EXila7xmS937XFHbWO_M3TX?50tlr1drAHyR80 U -1-4-0 6-3-0 12-11-2 20-8-0 24-0-0 31-8-14 38-5-0 44-8-0 46-0- 4-0 6-3-0 6-8-2 7-8-14 3�-0 7-8-14 6-8-2 6-3-0 4-0 Scale = 1:84.9 5x6 = 6.00 12 5x6 = 4x10 MT20HS % 3.00 12 4x10 MT20HS LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.52 14-15 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -1.06 14-15 >504 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WS 0.94 Horz(CT) 0.64 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 240lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 `Except` TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc puriins. 5-6: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-0 oc bracing. BOT CHORD 2x4 SP M 31 'Except' WEBS 1 Row at midpt 5-13. 6-13 13-15,11-13: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-311(LC 8) Max Uplift 2=-463(LC 10), 9=-463(LC 10) Max Grav 2=1725(LC 1), 9=1725(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5700/2456, 3-4=-5422/2313, 4-5=-3031/1501, 5-6=-2197/1263, 6-7=-3031/1501, 7-8=-5348/2313, 8-9=-5633/2456 BOT CHORD 2-15=-2062/5383, 14-15=-1296/3596, 13-14=-651/2281, 12-13=-651/2225, 11-12=-1296/3421, 9-11=-2062/5092 WEBS 3-15=-236/255, 4-15=-679/2051, 4-14=-1239/680, 5-14=-447/1183, 6-12=-447/1141, 7-12=-11861680, 7-11=-679/1940, 8-11=-246/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=5.Opsf,, h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 3-1-10, Interior(1) 3-1-10 to 16-2-6, Exterior(2) 16-2-6 to 28-5-10, Interior(1) 28-5-10 to 41-6-6, Exterior(2) 41-6-6 to 46-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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) Bearing atjoint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 463 Ito uplift at joint 2 and 463 lb uplift at joint 9. October 22,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must 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 ANS11TP/l Quality Criteria, DSB-89 and BCS/ 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 Qty Ply 2315 WATERSTONE r \ FIOT T21655945 2516699 A03 SPECIAL 2 1 Reference (optional) ar 0 'siSource (Plant city, FL), Plant city, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 16:06:41 2020 Page 1 ID:_Ymcu554mUOAWSyn4TW Vryz4jf-yfHgfDjZ5kBUiTCWegJ3bR3c8GAMZLTAIJ6xE9yR80S 1 4-0 6-3-0 12-11-2 18-8-0 26-0-0 31-8-14 38-5-0 448-0 6.0- 4-0 6-3-0 6-8-2 5 8-14 7 4 0 5-8-14 6-8-2 6-3-0 4-1 6.00 12 5x6 = 5x6 = 4x10 MT20HS % 3.00 12 4x10 MT20HS Scale = 1:84.9 8.8-0 15-7-5 2-0 2-4 29-0-11 36- 44 0-0 -8-0 6-11-5 6-8-11 6-8-11 6-11-5 Plate Offsets (X,Y)-- [2:0-0-14,Edge], [4:0-2-12,0-3-0], [5:0-3-0,0-2-0], [6:0-3-0,0-2-0], [7:0-2-12,0-3-0], [8:0-0-0,0-0-0], [9:0-0-14,Edge], [11:0-7-0,0-3-8], [13:0-3-0,0-3-0], [15:0-7-0 0-3-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Weft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.54 11-12 >991 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.02 11-12 >524 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.67 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 232 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied. 5-6: 2x4 SP No.1, 1-4,7-10: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 'Except` WEBS 1 Row at midpt 5-13. 6-13 2-15,9-11: 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-283(LC 8) Max Uplift 2=-463(LC 10), 9=-463(LC 10) Max Grav 2=1725(LC 1), 9=1725(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5755/2584, 3-4=-5454/2425, 4-5=-3320/1702, 5-6=-2466/1391, 6-7=-3286/1702, 7-8=-5338/2425,8-9=-5646/2584 POT CHORD 2-15=-2181/5413, 14-15=-1348/3601, 13-14=-838/2547, 12-13=-838/2441, 11-12=-1348/3408, 9-11=-2181/5106 WEBS 3-15=-270/280, 4-15=-738/2043, 4-14=-1105/612, 5-14=-495/1242, 5-13=-108/262, 6-13=-108/262, 6-12=-495/1199, 7-12=-1059/612, 7-11=-738/1933, 8-11=-279/280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 3-1-10, Interior(1) 3-1-10 to 14-2-6, Extedor(2) 14-2-6 to 30-5-10, Interior(1) 30-5-10 to 41-6-6, Extedor(2) 41-6-6 to 46-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 463 lb uplift at joint 2 and 463 lb uplift at joint 9. October 22,2020 ®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 IYI 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 ANSI7TPH 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 23/5 WATERSTONE T21655946 2 I66699 A04 SPECIAL 2 1 Job Reference (optional) 0—V a mai a a u rvn i UK u1oa51ne5, Inc. Wea UCI Zl Ib:Ub:4z ZUZU rage 1 ID:_Ymcu554m UOAWSyn4TW Vryz4jf-RsrClZkBs2JLKdniCOgl8ecmugZylloKXzrVmbyR8OR -1-4-0 6-3-0 11-11-11 16-8-0 22.4-0 28-0-0 12-8-5 W 5-1. 4482 6-0- 4 0 6-3-0 5-8-11 4-8-5 5-8-0 5-iN 4 8-5 5 8-12 6-2-15 4-0 6.00 12 46 i 4 6x12 MT20HS 3 23 m 1 2 16 0 1.14 MT20HS 4x10 MT20HS 3.00 12 5x8 = 2x4 11 5x8 = 5 24 6 25 7 15 27 14 28 13 3x4 = 5x8 = 3x4 = 28-0-0 Scale = 1:84.9 4x6 8 6x12 MT20HS - 1P m 9 26 0 12 10 tq N 8x14 MT20HS = 11 0 4xl0 MT20HS LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) , -0.55 14 >969 240 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -1.08 15-16 >495 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.67 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD 5-7: 2x4 SP No.2, 1-3,9-11: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP No.1 'Except' 2-16,10-12:2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-255(LC 8) Max Uplift 2=-463(LC 10), 10=-463(LC 10) Max Grav 2=1725(LC 1), 10=1725(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5638/2655, 3-4=-5354/2507, 4-5=-3095/1629, 5-6=-2908/1636, 6-7=-2908/1636, 7-8=-3095/1629, 8-9=-5354/2507, 9-10=-5638/2655 BOT CHORD 2-16=-2244/5267, 15-16=-1500/3684, 14-15=-997/2769, 13-14=-997/2725, 12-13=-1501/3598, 10-12=-2244/5097 WEBS 3-16=-238/253, 4-16=-689/1889, 4-15=-1221/666, 5=15=-358/1010, 5-14=-171/448, 6-14=-352/304, 7-14=-1711448, 7-13=-358/977, 8-13=-1171/666, 8-12=-6B9/1820, 9-12=-247/253 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 236 lb FT = 20 Structural wood sheathing directly applied. Rigid ceiling directly applied or 5-1-1 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf, h=15ft; B=45ft; L=45ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 3-1-10, Interior(1) 3-1-10 to 11-11-11, Exterior(2) 11-11-11 to 21-1-10, Interior(1) 21-1-10 to 23-6-6, Extedor(2) 23-6-6 to 32-8-5, Interior(1) 32-8-5 to 41-6-6, Exterior(2) 41-6-6 to 46-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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) Bearing at joint(s) 2, 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 463 lb uplift at joint 2 and 463 lb uplift at joint 10. October 22,2020 ®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 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/TP/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, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21655947 2516699 A05 SPECIAL 2 1 �LOT23/5WATERSTONE Job Reference D tional ••�•���•�� v •— — ter, �� ..,,r• - ��� 0.Z4U s mar s ZD4u mi i eK mrustnes, Inc. We0 Uct z1 lb:ub:43 zuzu Hage 1 ID:_Ymcu554mUDAWSyn4TWVryz4jf-v2Pa4vlpdLRCxnMum5LXhs9xS4wml G7TIdb2J2yR80Q -1-4-0 6-2-15 118 14-8-0 22-4-0 30-0-0 33-10-8 38-5-1 44-8-0 6-0 -4-0 6-2-15 4-6-9 3-10-8 7-8-0 7-8-0 3.10-8 4-6-9 6-2-15 11 -4-0 Scale=1:84.9 5x8 = 6.00 12 2x4 II 5x8 = 5 25 26 6 27 28 7 4x6 i 4x6 1 4 8 5x8 i 29 24 5x8 3 9 h 23 30 1 2 15 3t 14 32 13 Ij 12 vI 0 8x14 MT20HS = 3x4 = M 5x8 = 3x4 = 10 IT 1A Bx14 MT20HS = 11 0 4x10 MT20HS 3.00 12 4x10 MT20HS 14-8-0 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 1.00 Vert(LL) -0.59 14 >911 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -1.09 13-14 >491 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.66 Horz(CT) 0.68 10 n1a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-MSH Weight: 227 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 5-7: 2x4 SP No.1, 1-3,9-11: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. BOT CHORD 2x4 SP No.1 *Except* 2-16,10-12: 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=227(LC 9) Max Uplift 2=-463(LC 10), 10=-463(LC 10) Max Grav 2=1725(LC 1), 10=1725(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5607/2652, 3-4=-5358/2539, 4-5=-3433/1767, 5-6=-3491/1868, 6-7=-3491/1868, 7-8=-3433/1767, 8-9=-5358/2539, 9-10=-5607/2652 BOT CHORD 2-16=-2241/5179, 15-16=-164613981, 14-15=-1166/3069, 13-14=-1166/3048, 12-13=-1647/3926, 10-12=-2241/5066 WEBS 4-16=-631/1648, 4-15=-1236/645, 5-15=-361/1025, 5-14=-275/711, 6-14=-479/400, 7-14=-275/711, 7-13=-361/991, 8-13=-1187/645, 8-12=-631/1602 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE'7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 8CDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 3-1-10, Intedor(1) 3-1-10 to 10-2-6, Exterior(2) 10-2-6 to 19-1-10, Interior(1) 19-1-10 to 25-6-6, Exterior(2) 25-6-6 to 34-5-10, Interior(1) 34-5-10 to 41-6-6, Exterior(2) 41-6-6to 46-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 = 10.0psf. 7) Bearing at joint(s) 2, 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 463 lb uplift at joint 2 and 463 lb uplift at joint 10. October 22,2020 ® 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 MRekOO 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/TPIf 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 Type 0 LOT 23/5 T21655948 FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 16:06:45 2020 Page 1 ID:_Ymcu554mUOAWSyn4TWVr yz4jf-rQXLVbn39yhwB5WHtWN?mHEHxuatV9amDx49NwyR800 -1-4-0 6-3-0 12-8-0 19-6-2 25-1-14 32-0-0 38-5-1 44-8-0 6-0 -0-0 6-3-0 6-5-1 6-10-2 5-7-13 6=10-2 6-5-0 6-3-0 -4-0 6x12 MT20HS Scale=1:83.2 6x12 MT20HS 3x4 - 5x6 = 4 24 25 26 5 6 27 28 29 7 1 4x10 MT20HS % 3.00 12 4x10 MT20HS 29-2-1 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.63 13 >847 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.72 Vert(CT) -1.1613-14 >463 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.71 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 215 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6,6-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-9-10 oc bracing. BOT CHORD 2x4 SP M 31 *Except* 13-15,11-13: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=198(LC 8) Max Uplift 2=-463(LC 10), 9=-463(LC 10) Max Grav 2=1725(LC 1), 9=1725(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5649/2757, 3-4=-5325/2547, 4-5=-3787/1941, 5-6=-4192/2136, 6-7=-3787/1941, 7-8=-5325/2547, 8-9=-5649/2757 BOT CHORD 2-15=-2343/5109, 14-15=-1393/3422, 13-14=-1729/4153, 12-13=-1729/4153, 11-12=-1393/3422, 9-11=-2343/5109 WEBS 3-15=-319/356, 4-15=-812/1915, 4-14=-215/765, 5-14=-653/325, 6-12=-653/325, 7-12=-215/765, 7-11=-812/1915, 8-11=-325/356 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 3-1-10, Interior(1) 3-1-10 to 8-2-6, Exterior(2) 8-2-6 to 17-1-10, Interior(1) 17-1-10 to 27-6-6, ExteHor(2) 27-6-6 to 36-5-10, Interior(1) 36-5-10 to 41-6-6, Extedor(2) 41-6-6 to 46-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 463 lb uplift at joint 2 and 463 lb uplift at joint 9. 0 October 22,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK 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 chard members only. Additional temporary and permanent bracing 1 iTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the V1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component Blvd. e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke 36610 East Job ss Truss Type city Ply LOT 23/5 WATERSTONE 2516699 7A'OU7 SPECIAL 2 1 T21655949 R„ilrlcrc Circ/cn„rre /DID../ !`a.. CI � Job Reference o ticnal --- ---� • " - ---- a.c+v a mm a tutu rvn I er. I I-111ub, Inc. vveU UU[ Z"I 1 b:Ub:4b LULU Page 1 ID:_Ymcu554mU0AWSyn4TWVr yz4jfn1d4jiwnhwGgmoE5TRDvEIUnXDHs8EZvSbpivNyR80N 1-4-0 6-3-0 10-8-0 11 2-0 26.6-0 34-00 38-5-0 44-8 0 6-0- -4-0 6-3-0 4-5-0 7-6-0 8-4-1 7-6-0 4-5-0 6-3-0 4-0 6x8 6.00 12 4 2x4 3 22 � 2 15 1 o Bx14 MT20HS 4x10 MT20HS % 3.00 12 2x4 II 7x10 = 23 24 25 5 6 26 27 28 14 13 12 5x8 = 4x10 MT20HS = 4x6 Scale = 1:83.2 6x8 7 2x4 8 M l� 29 O 11 g m N 8x14 MT20HS = 10 Iv 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.68 12-14 >785 240 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -1.36 11-12 >394 180 BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(CT) 0.74 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD 4-6,6-7: 2x6 SP M 26 BOT CHORD BOT CHORD 2x4 SP M 31 *Except* WEBS 13-15,11-13: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-170(LC 8) Max Uplift 2=-463(LC 10), 9=-463(LC 10) Max Gray, 2=1725(LC 1), 9=1725(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5609/2745, 3-4=-5379/2585, 4-5=-5483/2707, 5-6=-5481/2705, 6-7=-5455/2694, 7-8=-5381/2586,8-9=-5609/2745 BOT CHORD 2-15=-2327/5066, 14-15=-1669/3963, 12-14=-2326/5474, 11-12=-1669/3965, 9-11=-2327/5066 WEBS 3-15=-184/273, 4-15=-653/1625, 4=14=-717/1788, 5-14=-495/382, 6-12=-533/378, 7-12=-702/1757, 7-11=-653/1626, 8-11 =-1 89/272 4x10 MT20HS PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 226 lb FT = 20 Structural wood sheathing directly applied or 2-7-15 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 6-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 3-1-10, Interior(1) 3-1-10 to 6-0-11, Exterior(2) 6-0-11 to 15-1-10, Interior(1) 15-1-10 to 29-6-6, Exterior(2) 29-6-6 to 38-7-5, Interior(1) 38-7-5 to 41-6-6, Exterior(2) 41-6-6 to 46-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 463 lb uplift at joint 2 and 463 lb uplift at joint 9. r October 22,2020 ®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 MiTekOO connectors. This design is based only upon parameters shown, and is for an individual building component, not wl* 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 chard members only. Additional temporary and permanent bracing iTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6Y1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSWPl1 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 23/5 WATERSTONE T21655950 2516699 A08 Hip 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 16:06:47 2020 Page 1 ID:_Ymcu554m UOAWSyn4TW Vryz4jf-npe5wGoJhaydQOgg?xQTriJedhD9z6h3gFZGSpyR80M 1-4-0 8 8-0 15-4-2 22-4-0 29-0-14 36-0-0 441 6-0-0 4-0 8-8-0 6 8-2 6-11-14 6-11-14 6-8-2 U-, 4-0 5x6 = 3x4 = 5x6 = 6.00 12 3 21 422 23 5 t�°r1 T• O 3x4 = 46 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 3.00 12 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr_ YES Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.1 'Except` 1 3-5,5-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 3x4 = 5x6 = 24625 26 7 46 Scale = 1:78.6 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.86 Vert(LL)-0.7411-13 >724 240 MT20 244/190 BC 0.93 Vert(CT)-1.3911-13 >384 180 MT20HS 187/143 WB 0.56 Horz(CT) 0.65 8 n/a n/a Matrix-MSH Weight: 386 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2'.0" REACTIONS. (size) 2=0-8-0, 8=0-8-0 OF UNIFORM LOAD AS SHOWN. Max Horz 2=142(LC 9) Max Uplift 2=-463(LC 10), 8=-463(LC 10) Max Grav 2=1725(LC 1), 8=1725(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 ,(Ib) or less except when shown. TOP CHORD 2-3=-5543/2687,3-4=-4842/2504, 4-5=-7374/3581, 5-6=-7374/3581, 6-7=-4842/2504, 7-8=-5543/2687 BOT CHORD 2-14=-2232/4998, 13-14=-3182/6984, 11-13=-3505/7729, 10-11=-3182/6984, 8-10=-2232/4998 WEBS 3-14=-830/2102, 4-14=-2425/1092, 4-13=-68/620, 5-13=-4621310, 5-11=-462/310, 6-11=-68/620, 6-10=-2425/1092, 7-10=-830/2102 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 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 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.OpsF h=15ft; B=45ft; L=45ft; eave=5ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 14-11-13, Interior(1) 14-11-13 to 29-8-3, Exterior(2) 29-8-3 to 46-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 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) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 463 lb uplift at joint 2 and 463 lb uplift at joint 8. October 22,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTeW 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 �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 ANSI/TPIf 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 Ply LOT 23l5 WATERSTONE �ty2516699 T21655951 A09 SPECIAL 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 16:06:48 2020 Page 1 ID:IPhLcfS23B2E9ozslVYsR4yz2RJ-F?CT7cpySt4U2YFsZexiOvsop5ZCiVhCvulp_FyR80L 7-0-0 13-1-8 17-10-8 26-9-8 31-6-8 37-8-0 44-8-0 6-0- 4-0 7-0-0 6-1-8 4-9-0 8-11-0 4-9-0 6-1-8 7-0-0 -4-0 5x6 = 6.00 12 5x8 = 6x12 MT20HS = 424 25 5 6x12 MT20HS = 5x8 = 5x6 = 26 7 27 8 15 14 13 = 3x6 3.00 13x6 2 6x12 MT20HS = 6x8 i 3x6 31-3-0 44-8-0 Scale=1:78.6 LOADING (psi] SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.12 14-15. >928 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.37 14-15 >298 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.77 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 206lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins. 3-5,6-8: 2x4 SP No.1, 5-6: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-1-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except* 4-15,7-13: 2x4 SP No.3, 14-15,13-14: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. All bearings 18-5-0 except (jt=length) 2=0-8-0, 9=0-8-0. (lb) - Max Horz 2=118(LC 7) Max Uplift All uplift 100 lb or less at joints) except 2=-324(LC 8), 16=-448(LC 8), 15=-114(LC 8), 14=-419(LC 8), 9=-324(LC 8), 13=-560(LC 8) Max Grav All reactions 250 lb or less atjoint(s) except 2=934(LC 13), 16=1457(LC 13), 15=511(LC 13), 14=1478(LC 14), 9=959(LC 14), 13=1930(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2577/717, 3-4=-2298/689, 5-6=-66/254, 7-8=-2310/690, 8-9=-2591/719 BOT CHORD 2-17=-545/2383, 4-16=-13091508, 14-15=-206/431, 13-14=-207/430, 12-13=-14231443, 7-12=-1275/503, 9-11=-547/2304 WEBS 3-17=-45/652, 4-17=-561/2379, 7-11=-560/2297, 8-11=-47/654, 5-15=-580/319, 5-14=-834/512, 6-14=-834/510, 6-13=-584/322 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) n/a 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 nail 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) 2, 16,-9 considers parallel to grain value using ANSI/rPI 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 324 lb uplift atjoint 2, 448 lb uplift at joint 16, 114lb uplift atjoint 15, 419 lb uplift atjoint 14, 324lb uplift atjoint 9 and 560 lb uplift atjoint 13. 10) Girder carries hip end with 7-0-0 end setback. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 629 lb down and 182 lb up at 37-6-8, and 629 lb down and 182 lb up at 7-1-8 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). October 22.2020 :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 parametersshown, 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/rPl1 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 2315 WATERSTONE 2516699 A09 SPECIAL 1 1 T21655951 Job Reference o tional -, --- - + - ---- a c�c� rvn i ert uwus[ntls, mc. vveu UC1 z I 1 b:Ub:4t$ zuzu rage z I IM Ph LdS23 B2E9 ozsl VYsR4yz2RJ-F? CT7cpySt4 U2YFsZexi Ovs op5ZCi Vh Cvu Ip_FyR80 L LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-112(F=-58), 8-10=-54, 17-18=-20, 16-17=-42(F=-22), 13-15=-42(F=-22), 11-12=-42(F=-22), 11-21=-20 Concentrated Loads (lb) Vert: 17=-475(F) 11=-475(F) J ®WARNING - 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 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 MOW 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 ANS117Pl1 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 Qty13lict OT 23/5 WATERSTONE 2516699 A10 HIP GIRDER 1 T21655952 Reference o tional ------ ------ - - • -••+• - ----- o.cwu s Jul] zo cuzu ml I er InOUsines, Inc. I nu uct ZZ i in 1:43 2u2u Page 1 ID: _Ymcu554m UOAWSyn4TW Vr_yz4jf-hZim?THTVhohKHN_NsWQldO6GH Nd4?SdUuHsClyQuVE 1-4-0 4-2-15 8-8-0 14-3-8 19-1-8 25-6-8 30-4-8 36-0-0 40-5-1 44-8-0 6-0- 4-0 4-2-15 5-7-8 4-10-0 6-5-0 4-10-0 5-7-8 4-5-1 4-2-15 4-0 5x8 MT18HS = = 2x4 11 6x12 = 2x4 11 5x12 = 5x8 MT18HS 6.00 12 I 4 285 29 630 31 32 7 33 34 35 8 36 37 9 4x8 % 3.00 12 19-1-8 2x4 II 4x12 Scale = 1:77.9 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 0.83 Vert(LL) -0.92 16-18 >580 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -1.66 16-18 >324 180 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.71 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:761 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6,6-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x6 SP No.2 *Except* 17-20,14-17: 2x6 SP M 26 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=3908/0-8-0, 11=4065/0-8-0 Max Horz 2=-142(LC 6) Max Uplift 2=-1240(LC 8), 11=-1332(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-13683/4143, 3-4=-1452714458, 4-28=-17708/5604, 5-28=-17708/5604, 5-29=-17708/5604, 6-29=-17708/5604, 6-30=-20450/6796, 30-31=-20450/6796, 31-32=-20450/6796, 7-32=-20450/6796, 7-33=-20450/6796, 33-34=-20450/6796, 34-35=-20450/6796, 8-35=-20450/6796, 8-36=-13460/4339, 36-37=-13460/4339, 9-37=-13460/4339, 9-10=_-15083/4813, 10-11=-14299/4496 BOT CHORD 2-21=-3680/12420, 21-38=-3725/12534, 20-38=-3756/12685, 20-39=-3827/12966, 39-40=-3827/12966, 40-41=-3827/12966, 41-42=-3827/12966, 19-42=-3827/12966, 19-43=-6424/20401, 43-44=-6424/20401, 18-44=-6424/20401, 18-45=-6418/20378, 45-46=-6418/20378, 17-46=-6418/20378, 17-47=-6418/20378, 16-47=-6418/20378, r 16-48=-5934/18451, 48-49=-5934/18451, 15-49=-5934/18451, 15-50=-5931/18438, 50-51=-5931/18438, 51-52=-5931/18438, 14-52=-5931/18438, 14-53=-4081/13250, 13-53=-4046/13088, 11-13=-4001/12981 WEBS 3-21=-462/217, 3-20=-443/1064, 4-20=-1189/4215, 4-19=-1710/5234, 6-19=-3046/1122, 6-18=-217/920, 6-16=-394/174, 8-16=-738/2290, 8-15=-221/868, 8-14=5485/1932, 9-14=-2006/6439, 10-14=-502/1015, 10-13=-434/217 NOTES- 1) 3-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 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 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. October 22,2020 continued on page ® 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 ANS11rFl1 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 23l5 WATERSTONE T21655952 2516619 A10 HIP GIRDER JPIyyJL0CT 1b Reference (optional) a r ry, ts.zgu s Jun 2B 2U2U MITek Industries, Inc. Thu Oct 22 11:11:43 2020 Page 2 NOTES- ID:— Ymcu554mUOAWSyn4TWVryz4jf-hZim?THTVhohKHN— NSWQldO6GHNd4?5dUuHsCIyQuVE 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) Bearing atjoint(s) 2, 11 considers parallel to grain value using ANSINPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1240 lb uplift atjoint 2 and 1332 lb uplift at joint 11. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb up at 19-7-4, 52 lb up at 21-7-4, 52 lb up at 23-7-4, 43 lb up at 25-7-4, 43 lb up at 27-7-4, and 43 lb up at 29-7-4, and 43 lb up at 31-7-4 on top chord, and 546 lb down and 170 lb up at 7-0-12, 191 lb down and 71 lb up at 9-0-12, 191 lb down and 71 lb up at 11-0-12, 189 lb down and 71 lb up at 13-0-12, 189 lb down and 71 lb up at 13-7-4, 175 lb down and 65 lb up at 15-7-4, 121 lb down and 38 lb up at 17-7-4, 267 lb down and 105 lb up at 19-7-4, 267 lb down and 105 lb up at 21-7-4, 267 lb down and 105 lb up at 23-7-4, 282 lb down and 116 lb up at 25-7-4, 282 lb down and 116 lb up at 27-7-4, 282 lb down and 116 Ib up at 29-7-4, 282 lb down and 116 lb up at 31-7-4, 592 lb down and 183 lb up at 37-7-4, and 278 lb down and 92 lb up at 33-7-4, and 278 lb down and 92 lb up at 35-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-9=-54, 9-12=-54, 20-22=-20, 14-20=-20, 14-25=-20 Concentrated Loads (lb) Vert: 7=27(F) 16=-282(F) 30=16(F) 31=16(F) 32=16(F) 33=27(F) 35=27(F) 37=27(F) 38=-546(F) 39=-191(F) 40=-191(F) 41=-189(F) 42=-189(F) 43=-175(F) 44=-121(F) 45=-267(F) 46=-267(F) 47=-267(F) 48=-282(F) 49=-282(F) 50=-282(F) 51=-278(F) 52=-278(F)53=-592(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIM11 Quality Criteria, DSB-89 and BCS/ 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 WATERSTO 801 COMMON 11 1R::tlders F_NE23/5 T21655952516699 Fl.�Mource roi� . ru., rrt o:- . :.., r eference (optional) "-' -----' ' '�'^ �' �• 'ter, e • —y' 8.24U s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 16:06:53 2020 Page 1 ID:_Ymcu554mUOAWSyn4TWVr yz4jf-cz?MBKt4HQin8J7pLCXt4zZoy6HTNtCx3AOaf,ryR80G -1-4-0 4-0-0 10-0-0 16-0-0 20-0-0 21-4-0 1 4-0 4-0-0 6-0-0 6-0-0 4-0-0 Scale=1:36.3 3x4 Iv 0 3x4- 3x4 = 20-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.27 10-12 >874 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.87 Vert(CT) -0.5210-12 >464 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 94 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc pudins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-3-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-160(LC 8) Max Uplift 2=-283(LC 10), 8=-283(LC 10) Max Grav 2=995(LC 15), 8=995(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1823/977, 3-4=-16981940, 6-7=-1699/940, 7-8=-1824/977 BOT CHORD 2-12=-721/1698, 10-12=-499/1248, 8-10=-721/1578 WEBS 4-6=-1128/768, 4-12=-210/662, 6-10=-210/662 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 3-1-10, Interior(1) 3-1-10 to 5-6-6, Extedor(2) 5-6-6 to 14-5-10, Interior(1) 14-5-10 to 16-10-6, Exterior(2) 16-10-6 to 21-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 283 lb uplift at joint 2 and 283 lb uplift at joint 8. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-9=-54, 12-13=-20, 10-12=-60, 10-16=-20 October 22,2020 ® WARNING Venfy 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 parametersshown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p p ekO building design. Bracing indicated into 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 IVIiT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPN Quality Criteria, DSB-89 and BCSI Building Component SatetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke 36610 East Job Truss Truss Type City Ply LOT 23/5 WATERSTONE T21655954 2516699 B02 GABLE 1 1 Job Reference o tional i :rs PirstSource (Plant city, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 16:06:54 2020 Page 1 I D:Aq o d kwOAeeFyL.Ce5g51 H oyzO Lb-49ZkO g ti ljgemTi Ovv26 dA6?Y Wp e6015Hg17CvyR8OF 1-4-0 10-0-0 20-0-0 21-0-0 1-4-0 10-0-0 10-0-0 1'-0 4x6 ---- ro it 10 l0 14 13 12 axv 2x4 II 2x4 II 2x4 II 5x6 = 2x4 II 2x4 II 2x4 II Scale=1:36.6 20-0-0 Plate Offsets (X,Y)— [6:0-3-210-2-01 rl5:0-3-0 0-3-01 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 0.24 Vert(LL) 0.00 10 n/r 180 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 11 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 100 Ito FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-0-0. (lb) - Max Horz 2=-160(LC 8) Max Uplift All uplift 100 lb or less at joints) 16, 17, 18, 14, 13, 12 except 2=-101(LC 10), 10=-101(LC 10) Max Grav All reactions 250 lb or less atjoint(s) 2, 15, 16, 17, 14, 13, 10 except 18=297(LC 15), 12=297(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-81/338, 6-7=-81/338 WEBS 5-16=-134/261, 3-18=-210/311, 7-14=-133/261, 9-12=-209/311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=2ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 3-1-10, Exterior(2) 3-1-10 to 5-6-6, Comer(3) 5-6-6 to 14-5-10, Exterior(2) 14-5-10 to 16-10-6, Comer(3) 16-10-6 to 21-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1. 4) Gable requires continuous bottom chord bearing. . 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 17, 18, 14, 13, 12 except at=lb) 2=1 01, 1 0=1 01. October 22,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119I2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetylnformatiun available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 2315 WATERSTONE T21655955 2516699 C1V Jack -Open 4 1 Job Reference o tional irstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 16:06:54 2020 Page 1 ID:_Ymcu554mUDAWSyn4TW Vryz4jf-49ZkOgtiljgemTiOvv26dA6Oj Wgr6PB5Hgl7CvyR80F -1-4-0 0- 1-4 1-4-0 0-11.4 Scale = 1:7.6 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 0.16 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 7 >999 180 BCLL 0.0 ' ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/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 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=54(LC 10) Max Uplift 3=-4(LC 1), 2=-114(LC 10). 4=-14(LC 1) Max Grav 3=11(LC 10), 2=158(LC 1), 4=24(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `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. 4) Refer to girder(s) for truss to truss connections. 5) 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. 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=114. October 22,2020 ®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 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 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 2315 WATCRSTONE 2516699 C3V � Jack -Open 4 t T21655956 Job Reference (optional) 1 - - - - - ----- �...�� eu:. vveu va t I 1o:00:oo tutu rage 1 ID:_Ymcu554m UOAWSyn4TWVryz4jf-YM76b?uLol yVNdHCTcZLAOeBTw9 Mrs REW UVhkLyR8OE 1-4-0 2-11-4 1 4-0 2-11-4 Scale = 1:12.7 JX4 i LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.08 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 FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=89(LC 10) Max Uplift 3=-35(LC 10), 2=-88(LC 10) Max Grav 3=67(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. PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. October 22,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTeko connectors. This design is based only upon parametersshown, 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/7`PI1 quality Criteria, DSB-89 and BCSI Building Component Blvd. East e 6904 ParkE Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Parke 36610 East Job Truss Truss Type Qty Ply LOT 23/5 WATERSTONE T21655957 2516699 CSV Jack -Open q 1 Job Reference o tional -1-4-0 fl 3x4 tact rvn cn mausuws, mc. vvea i o:uo:oo zuzu rage 1 ID_Ymcu554mUOAWSyn4TWVryz4jf-YM76b?uLolyVNdHCTcZLAOe85w6krsREWUVhkLyR80E 4-11-4 02 0 Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.38 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 18 lb ' FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=126(LC 10) Max Uplift 3=-69(LC 10), 2=-90(LC 10) Max Grav 3=123(LC 15), 2=262(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. - 5) 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. 6) Provide mechanical connection (by others) of truss fo bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. October 22,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7478 rev. 5119/2020 BEFORE USE. �• Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 ANS17rP/1 Quality Criteria, DSE-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 23/5 WATERSTONE T21655958 2516699 D01 SPECIAL 1 1 Job Reference o tional I ------ ­, ,.,o, 111— iwi i en inuusuics, urc. vvuu uct z i -I o:uo:oo zuzu rage i ID:AgodkwOAeeFyt_Ce5g51HoyzOLb-OYhVpLvzZL4M?ns01K4aibBIRJOFaDVN18EEGnyR80D -1-4-0 5-10-0 11-10-0 13-4-8 19-8-0 21-0-0 1-4-0 5-10-0 6-0-0 1-6-8 6-3-8 1-4-0 4x6 4 3x4 = 3x6 = 6x8 = 9 7-10-14 Scale = 1:42.3 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 FBC2017/TPI2014 CS1. TC 0.41 BC 0.48 WB 0.33 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud -0.08 10-13 >999 240 -0.17 10-13 . >957 180 0.01 6 n/a n/a PLATES MT20 MT20HS Weight: 99 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 5-9: 2x4 SP No.3 6-0-0 oc bracing: 8-9 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0, 9=0-8-0 Max Horz 2=-161(LC 8) Max Uplift 2=-198(LC 10), 6=-283(LC 10), 9=-165(LC 10) Max Gram 2=557(LC 19), 6=357(LC 20), 9=692(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-678/438, 3-4=-514/410, 4-5=-101/300 BOT CHORD 2-10=-317/631, 8-9=-283/390 WEBS 3-10=-365/334, 4-10=-249/552, 4-9=-490/86 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 3-1-10, Interior(1) 3-1-10 to 7-4-6, Extedor(2) 7-4-6 to 21-0-0 zone; cantilever 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=198, 6=283, 9=165. October 22,2020 ®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 MTeW 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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iwiTek" 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 Jab Truss Truss Type Qty Ply LOT 23/5 WATERSTONE r T21655959 2516699 D02 GABLE 1 1 Job Reference o tional Builders PlrstSource (Plant city, FL), Plant City, FL - 33567, -1-4-0 , 64-8 I 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 16:06:57 2020 ID:AgodkwOAeeFyt_Ce5g51HoyzOLb-UkFtOhwbKeCDdxRbalbpFpkQBjfbJeZX o ooE 4x6 6x12 MT20HS 11 3x4 = 2x4 I 3x4 = 9 6-4-8 Scale = 1:42.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud - PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.12 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.25 10-11 >639 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.21 22 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 106 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. 5-8: 2x4 SP No.2 P WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 5-8-0 except Qt=length) 2=0-8-0, 9=0-8-0. (lb) - Max Horz 2=-161(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 9, 7 except 2=-224(LC 10), 5=-185(LC 10) - Max Grav All reactions 250 lb or less at joints) except 2=661(LC(1), 9=347(LC 3), 5=375(LC 1), 7=347(LC 1), 5=375(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250-(Ib) or less except when shown. TOP CHORD 2-3=-933/540, 3-4=-401/390, 4-5=-424/367 BOT CHORD 2-11=-396/810, 10-11=-396/810, 9-10=-101/289, 7-8=-101/289, 5-7=-101/289 WEBS 3-11=0/342, 3-10=-627/345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 3-1-10, Interior(1) 3-1-10 to 7-4-6, Extedor(2) 7-4-6 to 21-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) 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) 9, 7 except Qt=lb) 2=224, 5=185, 5=185. October 22,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. .511912020 BEFORE USE. Design valid for use onlywith MiTek® mnnectors. 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 ANS17TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 23/5 WATERSTONE T21655960 2516699 D03 COMMON 1 1 Job Reference (optional) triarn t.uy, FL), Pram City, FL - a3567, 6.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 16:06:57 2020 Page 1 ID:AgodkwOAeeFyt_Ce5g5lHoyzOLb-UkFtOhwbKeCDdxRbalbpFpkTujJJdAX_o_ooEyR8OC -1-4-0 5-10-0 11-10-0 13-7-4 1 4-0 5-10-0 6-0-0 1-9-4 I 5x6 2x4 3x4 = 8x10 = 6 3x4 = 4x6 = cp v Scale = 1:38.9 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.05 6-7 >999 240 MT20 2441190 TCDL 7.0 ' Lumber DOL 1.25 BC 0.56 Vert(CT) -0.09 7-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 87lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc puriins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-8-0, 6=0-7-4 Max Horz 2=268(LC 7) Max Uplift 2=-344(LC 8), 6=-359(LC 8) Max Grav 2=855(LC 1), 6=993(LC'l) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1351/540, 3-4=-1197/531 BOT CHORD 2-7=-510/1180 WEBS 3-7=-345/208, 4-7=-573/1334, 4-6=-848/369 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=344, 6=359. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 379 lb down and 290 lb up at 7-0-12, and 250 lb down and 70 lb up at 9-0-12, and 250 lb down and 70 lb up at 11-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) 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, 4-5=-54, 2-6=-20 Concentrated Loads (lb) Vert: 1 0=-379(B) 11 =-200(B) 12=-200(B) October 22,2020 ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must vedfy 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 fabdoation, storage, delivery, erection and bracing of trusses and truss systems, see ANSh7PII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type oty Ply LOT 23/5 WATERSTONE T21655961 2516699 E7 Jack -Open 9 1 Job Reference o tional 2 9 c v a midi a cucu rvn i en rnuuslres, inc. vveu uci z l -I U:ubAtl zuzu f age 1 ID:_Ymcu554mUOAWSyn4TN/Vryz4jf-zxpFE1 xD5yK4E4On8l62nOGY476N2CBgCSjLLgyR80B 7-0-0 7-0-0 v Scale = 1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL ' 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.33 4-7 >255 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.28 4-7 >303 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 24 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-1-15 cc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=163(LC 10) Max Uplift 3=-111(LC 10), 2=-191(LC 10), 4=-67(LC 10) Max Grav 3=166(LC 15), 2=336(LC 1), 4=128(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=111,2=191. October 22,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with 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 andfor chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/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 23/5 WATERSTONE T21655962 2516699 E7A Jack -Open 2 1 Job Reference (optional) 2 0 �� rvn i cn uwusuros, inc. vve0 �cI cI 10:u0:ors zuzu rage 1 ID:_Ymcu554mUOAWSyn4TWVry jf-zxpFE1xD5yK4E40n8162nOGX472V2CBgCSjLLgyR80B -1-4-0 7-0-0 1-4-0 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.17 4-7 >494 240 TCDL 7.0 LumberDOL 1.25 BC 0.62 Vert(CT) -0.22 4-7 >385 180 BCLL '0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=163(LC 10) Max Uplift 3=-100(LC 10), 2=-100(LC 10) Max Grav 3=178(LC 15), 2=336(LC 1), 4=126(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:23.1 PLATES GRIP MT20 2441190 Weight: 24 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=100. 0 October 22,2020 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 MTek@ connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M 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/TFIl Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type LOT 23/5 WATERS TONE T21655963 2516699 E7V Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), R Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 16:06:59 2020 Page 1 ID:_Ymcu554m UOAWSyn4TWVryz4jf-R7NdRNxrsGSwsEaziSeH KEpi2XNOnfRgR6Tut6yR80A -1-4-0 7-0-0 1-4-0 7-0-0 3x4 Scale = 1:22.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.18 4-7 >459 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.67 Vert(CT) -0.22 4-7 >373 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 25 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 or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=163(LC 10) Max Uplift 3=-102(LC 10), 2=-97(LC 10) Max Grav 3=180(LC 15), 2=336(LC 1), 4=126(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 3=102. October 22,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/?Pll Quality Criterla, 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 2315 WATERSTONE T21655964 2516699 E88S Jack -Open 4 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 16:07:00 2020 Page 1 ID:_Ymcu554m UOAWSyn4TWVryz4jf-vJx?fjyTdZanU09AGA9 WtRMyxxkb W4Kzgm CSPZyR809 5-10-9 8A-0 5-10-9 2-5-7 Scale = 1:27.3 3x6 i I Plate Offsets (X,Y)-- [1:0-0-15,0-1-8j, [1:0-1-11,0-9-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.13 5-8 >778 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.28 5-8 >359 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.02 1 n/a nla BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight:33 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 8-0-10 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 1=0-4-0 Max Horz 1=150(LC 10) Max Uplift 3=-32(LC 3), 4=-96(LC 10), 1=-31(LC 10) Max Grav 3=4(LC 15), 4=322(LC 15), 1=306(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-385/288 BOT CHORD 1-5=-486/384 WEBS 2-5=-400/510 NOTES- ' 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 1. October 22,2020 ® 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 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 ANSIITPI1 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 oty PlyTJIObTPR.fprence /5 WATERSTONE T21655965 2516699 E88V Jack -Open 3 (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 16:07:00 2020 Page 1 ID:_Ymcu554mUOAWSyn4TW Vryz4jf-vJx?fjyTdZanUO9AGA9 WtRMy7xi CW4zzgm CSPZyR809 5-9-1 8-8-0 5-9-1 2-10-15 3x6 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 TCDL 7.0 Lumber DOL 1.25 BC 0.74 BCLL 0.0 Rep Stress Incr YES WB 0.17 BCDL 10.0 Cade FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 3=Mechanical, 4=Mechanical Max Horz 1=156(LC 10) Max Uplift 1=-34(LC 10), 3=-35(LC 10), 4=-85(LC 10) Max Grav 1=318(LC 1), 3=34(LC 15), 4=305(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-471/381 BOT CHORD 1-5=-590/453 WEBS 2-5=-447/586 Scale = 1:27.1 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.19 5-8 >540 240 MT20 244/190 Vert(CT) -0.40 5-8 >257 180 Horz(CT) 0.02 1 n/a n/a Weight:32•lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 7-4-11 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/iPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. October 22,2020 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 parametersshown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII 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 23/5 WATERSTONE T21655966 2516699 F01 COMMON 1 1 Jab Reference (optional) ers Firstsource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 16:07:01 2020 Page 1 ID:AgodkwOAeeFyt_Ce5g51HoyzOLb-NVUOs3z5Otie5YkMptglPfu7eK6LFY37uQy?x?yR808 -1-4-0 6-10-0 13-M 15-00 1-4-0 6-10-0 6-10-0 1�-0 Scale = 1:26.3 4x6 i IT 0 3x4 = -.,. ,. 3x4 = Plate Offsets (X,Y)— (3:0-3-2,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.07 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.13 6-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix-MSH Weight: 53lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Horz 2=-115(LC 8) Max Uplift 2=-185(LC 10), 4=-185(LC 10) Max Grav 2=578(LC 1), 4=578(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD- 2-3=-710/448, 3-4=-710/448 BOT CHORD 2-6=-192/571, 4-6=-192/571 WEBS 3-6=-12/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=185,4=185. October 22,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/10/2020 BEFORE USE. Design valid for use only with Mi rek@ connectors. This design Is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS17TPll 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 23/5 WATERSTONE T21655967 2516699 F02 GABLE 1 1 Job Reference o tional ers First source (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 16:07:01 2020 Page 1 I D:Ag odkwOAeeFyt_Ce5g51HoyzOLb-NV UOs3z5Otie5YkMptg l Pfu BMKD5FYY7u Qy?x?yR808 -1-4-0 6-10-0 13-M 15-0-0 1�-0. 6-10-0 6-10-0 1-4-0 Scale=1:26.3 4x6 i —• sxv — 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 TCDL 7.0 — LumberDOL 1.25 ; BC 0.05 BCLL 0.0 Rep Stress Incr YES WB 0.09 BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 P OTHERS 2x4 SP No.3 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) -0.00 9 n/r 180 MT20 2441190 Vert(CT) -0.00 9_ n/r 120 Horz(CT) 0.00 8 n/a n/a Weight: 63 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 13-8-0. (lb) - Max Horz 2=-115(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 13, 14, 11, 10 except 2=105(LC 10), 8=-105(LC 10Y Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-59/269, 5-6=-59/269 WEBS 3-14=-146/296, 7-1 0=-1 46/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=2ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20 % where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 14, 11, 10 except Qt=lb) 2=105, 8=105. October 22,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a 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 ANSI7TP/1 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 TNss TNss Type y Ply LOT 2315 WATERSTONE 2516699 HN Diagonal Hip ;Gird�er���2 1 T21655968 R,iilricrc FircrCn,,.rn P—t r-ih, cl Job Reference (optional) unu rvu i - mousmes, Inc. vvec Uct Zl 19:34:21 2020 Page 1 ID:_Ymcu554m UOAWSyn4TW Vryz4jf-b9SuccEEbQOwp4eaS4eV9aOtVoByUYHHFlKnDdyR6E0 -t-10-10 5-104 9-10-13 1-10-10 5-104 4-0-8 Scale = 1:22.6 3x4 5-10-4 5-10-4 9-10-1 9-19 13 3-11-12 04- 2 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 0.26 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 _BC 0.46 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH . Weight:41 lb FT=20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-12 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=163(LC 8) Max Uplift 4=-64(LC 8), 2=-176(LC 8), 5=-71(LC 8) Max Grav 4=104(LC 1), 2=516(LC 1), 5=350(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1089/204; 11-12=-1042/210, 3-12=-1023/217 BOT CHORD 2-14=-290/990, 14-15=-287/997, 7-15=-282/1008, 7-16=-294/983, 6-16=-284/1001 WEBS 3-7=0/271, 3-6=-993/286 NOTES- 1) Wind: ASCE.7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Referto girder(s) for truss to truss connections. 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 64 lb uplift at joint 4, 176 lb uplift at joint 2 and 71 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 61 lb up at 1-5-12, 68 lb down and 61 lb up at 1-5-12, 81 lb down and 61 lb up at 4-3-11, 81 lb down and 61 lb up at 4-3-11, and 114 lb down and 104 lb up at 7-1-10, and 114 lb down and 104 lb up at 7-1-10 on top chord, and 27 lb down and 16 lb up at 1-5-12, 27 lb down and 16 lb up at 1-5-12, 17 lb down at 4-3-11, 17 lb down at 4-3-11, and 39 lb down at 7-1-10, and 39 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 13=-73(F=-37, B=-37) 15=-8(F=-4, B=-4) 16=-59(F=-29, B=-29) October 22,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not�� a truss system. Before use, the building designer must 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?P/l 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 23/5 WATERSTONE T21655969 2516699 M01 Roof Special Girder 1 1 Job Reference o lional Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 16:07:03 2020 Page 1 ID:_Ymcu554m UOAWSyn4TW Vryz4jf-luc8Hk_MwUzMLsukxliDU4_Up8gijPUPMkR60uyR806 4-1-0 8-4-0 4-1-0 4-3-0 2x4 11 3x6 = 3x6 = 5 9 ' 10 11 3 Scale = 1:23.1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-MSH Weight: 47 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 4=Mechanical, 7=0-3-8 Max Uplift 4=-163(LC 4), 7=-186(LC 4) Max Grav 4=612(LC 1), 7=702(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 6-7.-702/186, 1-6=-587/224, 1-2=-800/214, 2-3=-800/214, 3-4=-525/191 WEBS 1-5=-223/831, 2-5=-499/304, 3-5=-220/825 Structural wood sheathing directly applied or 6-0-0 oc purlins except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 7 considers parallel to grain value using ANSIfrPI 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) 4=163, 7=186. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 132 lb down and 114 lb up at 0-8-12, 135 lb down and 117 lb up at 2-8-12, and 135 lb down and 117 lb up at 4-8-12, and 135 lb down and 117 lb up at 6-8-12 on top chord, and 94 lb down at 0-8-12, 86 lb down at 2-8-12, and 86 lb down at 4-8-12, and 86 lb down at 6-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 8=-122(F) 9=-111(F) 10=-111(F) 11=-111(F) 12=-69(F) 13=-65(F) 14=-65(F) 15=-65(F) October 22,2b20 ® 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 p /� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I iTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the VI fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPif 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 oty Ply LOT 23/5 WATERSTONE T21655970 2516699 M02 Roof Special 1 1 Job Reference o tional ce (Plant city, FL), Plant city, I-L - 33b67, 15x6 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 16:07:04 2020 Page 1 ID:_Ymcu554mUOAWSyn4TW Vryz4jf-n4AW U4?_ho5Dy?TxV?DS1 H WZaY6xSwdZbOAfYKyR805 46 11 Scale = 1:28.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.14 3-4 >691 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.56 Vert(CT) -0.27 3-4 >351 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-MSH Weight: 46 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-3 REACTIONS. (size) 3=Mechanical, 8 7 Max Uplift 3=-72(LC 6), 5=-72(L2(LC 6) VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL Max Grav 3=298(LC 1), 5=298(LC 1) ` LOADS IMPOSED BY SUPPORTS (BEARINGS). FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-298/251, 1-4=-216/291, 2-3=-217/291 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 5 considers parallel to grain value using ANSIrrPI 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, 5. October 22,2020 ® 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, at 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 andfor 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 ANSWPH 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 2315 WATERSTONE T21655971 2516699 M03 Roof Special 1 1 Job Reference o tional uy, 11, , , ., uy, ,-­, 15x6 = 5 o.c4u s marts zuzu ml I eK Inausmes, Inc. vvea uct 21 16:U7:U4 202U Pagel ID: Ymcu554mUOAWSyn4TWVryz4jf-n4AWU4?_ho5Dy?TxV?DS1HWZcY6ySwdZbOAfYKyR805 46 11 Scale=1:28.1 Plate Unsets (X,Y)— 12:Edge,0-3-8j 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 0.78 Vert(LL) -0.14 .3-4 >693 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.56 Vert(CT) -0.27 3-4 >352 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 46 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-3 REACTIONS. (size) 3=Mechanical, 8), Max Uplift 3=-72(LC ), 5=-72(L2(LC 6) VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL 17 ' Max Grav 3=298(LC 1 5=298(LC 1) LOADS IMPOSED BY SUPPORTS (BEARINGS). FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 4-5=-298/251, 1-4=-216/291, 2-3=-217/291 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip COL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 5 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, 5. October 22,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/792020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parametersshown, 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 ANSWPN 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 23/5 WATERSTONE T21655972 2516699 M04 Roof Special 1 1 Job Reference (optional) ..,.��....�... ��.............. �, �,,, ny, I �/, , ,an, ny, ,-w , 3-3-4 2x4 II o.c u s mar a zuzu mu t eK maustrles, Inc. vvea uct zi iti:uf:ut, zuzu vage 1 ID:_Ymcu554mUOAWSyn4T W Vryz4jf-FHkuiQOcS6D4a9272jkhaV3tTyZFBMCip2wD4myR804 5-11-4 3x6 11 FLL'f0 Scale=1:17.2 3-3-4 3-3-4 5-11-3 5-1 4 2-7-15 0- -1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.01 5 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.10 Vert(CT) -0.01 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 32 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-7-4,.4=Mechanical, 3=Mechanical Max Horz 6=45(LC 10) Max Uplift 6=-37(LC 10), 4=-18(LC 10), 3=-46(LC 10) Max Grav 6=209(LC 1), 4=141(LC 1), 3=74(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-274/139 BOT CHORD 4-5=-259/279 WEBS 1-5=-148/291, 2-4=-302/281 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 6, 4, 3. October 22,2020 ® 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 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 ANSIM11 Quality Criteria, DSE-89 and BCSI 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 2315 WATERSTONE T21655973 2516699 M05 Roof Special 1 1 Job Reference (optional) ouuueis rn saourcc tnanr "Ly, "l, ndrn uny, rL-0000 r, 2x4 11 o.z4u s mar S zuzu mi I eK InaustrleS, Inc. Wea uct 21 16:U7:U5 2020 Page 1 ID: _Ym cu554m UOAWSyn4TW Vryz4jf-FHkuiQOcS6D4a9272jkhaV3pmyZfBN5ip2wD4myR804 5-3-4 . 5-11-4 . 2-10-2 5-11-4 2-10-2 ` 3-1-2 6.00 12 3x6 11 3X4 — Scale = 1:17.9 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loci I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 36 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 6=0-7-4, 4=Mechanical, 3=Mechanical Max Horz 6=9(LC 10) Max Uplift 6=-49(LC 6), 4=-45(LC 10), 3=-9(LC 10) Max Grav 6=209(LC 1), 4=195(LC 1), 3=15(LC 15) ! FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-11-4 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 4-7-6, Interior(1) 4-7-6 to 5-3-4, Extedor(2) 5-3-4 to 5-9-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 6, 4, 3. October 22,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. �° Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not attruss 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 ANSI/TPI1 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 23/5 WATERSTONE 2516699 M06 Flat 1 1 T21655974 Job Reference o tional -- - ----- -- — - — •,• • —r• ••-• • -•••,• • — �•--�• o.cvu s mdr a LULU col I eK maustrles, Inc. vvea t.Jct 21 15:U7:06 2020 Page 1 ID:_Ymcu554mUOAWSyn4TWVryz4jf-kTIHvm1 EDPLxCJdJcQGw6icyZLgnwgAs2ifmdCyR803 5-11-4 5-11-4 2x4 11 Scale = 1:20.9 1 3x4 = 2 2x4 13x4 = 5-11-4 5-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL: in ([cc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.06 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.12 3-4 >556 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 35lb FT=20°/ LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5,11-4 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 4=0-7-4, 3=Mechanical Max Uplift 4=-51(LC 6). 3=-51(LC 6) Max Grav 4=209(LC 1), 3=209(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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, 3. October 22,2020 ®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 MTekOO connectors. This design is based only upon parametersshown, 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 k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P/1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke 3ast Job Truss Truss Type Oty Ply LOT 23/5 WATERSTONE 2516699 M07 Flat 1 1 6 T2155975 o...�.,_-_ —1—­_ ,r __. Job Reference optional - --- --• — --- ...��., o ,.,e, a wc� nn i en uiuusuies, mc. vveu VCi z i ib:Ut:Ut zuzu rage 1 5-11-4 ID:_Ymcu554mUOAWSyn4TWVr_yz4jf-Cfsf762sJTopTC WA8n9fw87JIAOfHP?HMPJ9fyR802 5-11-4 2x4 11 1 3x4 = 2 LOADING (psf) SPACING-, 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 TCDL 7.0 LumberDOL 1.25 BC 0.41 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=0-7-4, 3=Mechanical Max Uplift 4=-51(LC 6), 3=-51(LC 6) Max Grav 4=209(LC 1), 3=209(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:23.0 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.06 3-4 >999 240 MT20 244/190 Vert(CT) -0.12 3-4 >556 180 Horz(CT) 0.00 3 n/a n/a Weight: 36 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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, 3. 0 uci:oDer "LG,LULI A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev- 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, 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/i Quality Criteria, DSB-89 and BCS/ Building Component Blvd. e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke 3ast Job I Truss Truss Type Qty Ply LOT 23/5 WATERSTONE T21655976 2516699 M08 Roof Special 1 1 Job Reference o tional ouuuers rustouurce tridnt uay, raj, riant L111y, M. - OCOo/, tf.z4u s Mar v zuzu mi I eK Inaustrles, Inc. Wert Uct 21 16:07:07 2020 Page 1 ID:_Ymcu554m UOAWSyn4TW Vr_yz4jf-Cfsf762sJTopTCWA8n9fw8ECIEtfGK?H MPJ9fyR802 3-11-6 i6-0-0 3-11.6 �� 3x4 = 3x4 = 2x4 I I Scale=1:36.1 1 2 3 7 3x4 = 6 2x4 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC ' 0.18 Vert(LL) -0.01 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.02 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix -MP Weight: 57lb FT=20°/ LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 `Except` / 2-6: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 4=Mechanical Max Uplift 7=-51(LC 6), 4=-51(LC 6) Max Grav 7=211(LC 1), 4=211(LC 1) Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf,, h=15ft; B=45ft; L=45ft; eave=5ft; Cat: Il; Exp'B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 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) 7, 4. October 22,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 rev. 5/19/2020 BEFORE USE. Design 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 p A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I Vl�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 ANS17Tp/f 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 23/15 WATERSTONE T21655977 2516699 M09 Roof Special 1 1 Job Reference (optional) r,uwc,a nwwumw tnarn any, ruin Illy, 11- —or, 0.z w s Mar u zuzu mi I eK Inaustrles, Inc. We0 UCt 21 16:U7:UB ZUZU Page 1 ID:_Ymcu554m UOAWSyn4T W Vr-rz4jf-gsP1 KS2Ukl bfRdnikrl0 B7hPg9a6OjU9VO8lh5yR801 3-11-6 611 3 11-6 2 0� 3x4 = 3x4 = 2x4 II 1 2 3 6 7 2x4 11 3x4 = Scale = 1:29.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.19 Vert(LL) -0.01 6-7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.16 Vert(CT) -0.02 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 50 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 2-6: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 4=Mechanical Max Uplift 7=-51(LC 6), 4=-51(LC 6) Max Grav 7=211(LC 1), 4=211(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-234/252 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) 7, 4. October 22,2020 ®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 onlywilh 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 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 ANSbrTPII 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 2315 WATERSTONE T21655978 2516699 M10 Roof Special Girder 1 1 Job Reference o tional Builders Firstsource (Plant City, FL), ' Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 21 16:07:10 2020 Page 1 ID:_Ymcu554m UOAWSyn4TWVryz4jf-cEXnl841GerNhww5rGKsHYmhSzFlscgRzKd_myR80? 4-2-1 6-0-0 4-2-1 1-9-15 1 3x4 = 2x4 11 2 3x4 = 9 4x6 = 10 11 6 2x4 II Scale = 1:24.3 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 0.43 Vert(LL) -0.01 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.02 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP r, Weight: 48 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 *Except* 6-7: 2x6 SP No.2, 4-5: 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 4=Mechanical Max Uplift 7=-106(LC 4), 4=-150(LC 4) Max Grav 7=411(LC 1), 4=566(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-321/141, 1-2=-381/125 BOT CHORD 4-5=-129/393 WEBS 1-5=-137/417, 2-4=-567/186 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=106,4=150. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 134 lb down and 115 lb up at 1-7-4, and 134 lb down and 115 lb up at 3-7-4, and 131 lb down and 112 lb up at 5-10-4 on top chord, and 86 lb down at 1-7-4, and 86 lb down at 3-7-4, and 101 lb down at 5-10-4 on bottom chord. The designiselection 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, 6-7=-20, 4-5=-20 Concentrated Loads (Ib) Vert: 3=-131(B) 4=-72(B) 8=-110(B) 9=-110(B) 10=-66(8) 11=-66(B) October 22,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MrfEK REFERENCE PAGE MII-7473 rev. 5119/2020 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 AiTek` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/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 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-111fi r I For 4 x 2 orientation, locate plates 0- '14' from outside edge of truss. i 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: ANSIITPI1: 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) 2 3 TOP CHORDS WEBS 4 O d O a c6a cs s O BOTTOM CHORDS ~ 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.