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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 r81 F D Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES September 21, 2020 Building Department Ref: Adams Homes Lot: Lot 33 Blk 1 Subdivision: Fort Pierce - Waterstone Address: 8700 Merano Ave. Model: 2000 A LHG 3CF KA # 20-6603 Truss Company: Builders First Source Date of drawings: 9/14/20 Job No.: 2472638 Wind Speed: 160 Exposure: C Truss Engineer: Walter P. Finn To whom it may concern, - RECEIVED O C T 2 7 2020 ST. Lucie County, Permitting 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, (A. 9/21/2020�4 Cazl A. Brown, P.E. Luis EalJ6 ToFL. # 56126 FL. #�'7 4 F :�� r r � "Doing Business with a Senuisc '."WA9,t%Q.WEye for Detail" �1111111110111 3P L CONNECTORS SCHEDULE ROOF TRUSS QT ID MODEL ROOF UPLIFT SYM 0 A- LUS24 / JUS24 1 895 / 835 490 /510 1LA' 10 A HTU26/ THD26 3600 / 3470 1555 / 2330 ILA 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 1LB 1 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 1 1 Lc 0 D HTU28-2 / THD28-2 4680 / 5005 3485 / 2595 J LP 0 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 1 LE 0 F HGUS28-2 / THDH28-2 7460 / 8025 13235 / 3330 J IF 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 1 LG 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 1 w 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 1 (I 3X8NOP nn nn nn • • IF • • EX POSED TO WIND am■ d and Approved ❑ Revise and Resubmit d with Notations ❑ Not Reviewed (see explanation) I or Comments made on equipment submittals or shop drawings during this review do connector from compliance with requirelrents of the drawings and specifications. is only for review of general conformance with the Concept of the project and tipIiance with the information given in the contract documents. The contractor is for confirming and Correlating all quantities and dimensions; selecting fabrication ad techniques of constmetioq Coordinating his work with that of art other trades and his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES 112020 By. BH ?D.: Project No.: 20-6603 Project Eng.: Luis Torres ne: Adams Homes - Fort Pierce - Waterston -Lot 33 BIIL I VEF IFY ALL DIMENSIONS AND MUM CONUTIONS PRIOR TO APIROVAL SOME CEIUNG FRANING REOURED IN FIELD BY BULDFR MNN WIND FORCE RESISTWO SYSTEJWCl HYBRID WIND ASCE7-10 IMPORTANT ENCLOSED EXPOSURE CATEGORY OCOVPANCY CATEGORY U This Drawing Must Be Approved And VAND LOAD IN MPH WIND IMPORTANCE FACTOR 1.00 Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LNE LOAD Begin. For Your Protection Check All NONCONCURRENT WITH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL• 07 PSF TCDL: 10 PSF By Data BCDL• 10 PSF BCDL• 6 PSF TOTAL: 37 PSF TOTAL: 66 PSF DURATION: 1.25 DURATION: 1.00 CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (is. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2017 BEARING HEIGHT SCHEDULE Hatch Legend Bottom of SM at 10 - 10CEILING jj% FRAME ceiling TO e' 9' ceiling B-OT TO 12-ff KNEE WALL BUILDER: Adams Homes PROJECT: Single Family MODEL: LANAI ADDRESS: 1 8700 MERANO AVE LOT I BLOCK: 3311 SUBDIVISION: WATERSTONE CITY: FORT PIERCE DRAWN BY: K SANCHEZ JOB H : 2472638 DATE 1 09/14/2020 SCALE: I NTS PLAN DATE: 1 2020 REVISIONS: 1. 2 3. 4. L,!RBullftrs ume 4408 Airport Road Plant City, FL 33663 Ph. (813) 3054300 Fax(813) 306-1301 r 1) Lumber design values are in accordance with ANSI/TPI 1 These truss designs rely on lumber value-estab# mln�e RE: 2000 A ELEVATION CORRECTED - LOT 33/1 Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2472638 Model: 2000 �aRAA� R) RAI Lot/Block: 33/1 Subdivision: WATERSTONE Address: 8700 MERANO AVENUE — City: 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 57 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T21297986 A01 S 9/14/20 23 T21298008 C1 S 9/14/20 2 T21297987 A02S 9/14/20 24 T21298009 C1 V 9/14/20 3 T21297988 A03S 9/14/20 25 T21298010 C3 9/14/20 4 T21297989 A04S 9/14/20 26 T21298011 C3P 9/14/20 5 T21297990 A05S 9/14/20 27 T21298012 C3S 9/14/20 6 T21297991 A06S 9/14/20 28 T21298013 C3V 9/14/20 7 T21297992 A07 9/14/20 29 T21298014 C5 9/14/20 8 T21297993 A09 9/14/20 30 T21298015 C5P 9/14/20 9 T21297994 A10 9/14/20 31 T21298016 C5S 9/14/20 10 T21297995 All 9/14/20 32 T21298017 C5V 9/14/20 11 T21297996 Al2 9/14/20 33 T21298018 D01 9/14/20 12 T21297997 A13 9/14/20 34 T21298019 D02 9/14/20 13 T21297998 A14 9/14/20 35 T21298020 D03A 9/14/20 14 T21297999 A15 9/14/20 36 T21298021 E2A 9/14/20 15 T21298000 A16 9/14/20 37 T21298022 E5 9/14/20 16 T21298001 B01 9/14/20 38 T21298023 E7 9/14/20 17 T21298002 B02 9/14/20 39 T21298024 E7P 9/14/20 18 T21298003. B04 9/14/20 40 T21298025 E7V 9/14/20 19 T21298004 Cl 9/14/20 41 T21298026 G01 S 9/14/20 20 T21298005 C1B 9/14/20 42 T21298027 G02S 9/14/20 21 T21298006 C1 C 9/14/20 43 T21298028 G03S 9/14/20 22 T21298007 C1 P 9/14/20 44 T21298029 G05S 9/14/20 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: Finn, Walter 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 perANSI/TPI 1, Chapter 2. September 14,2020 Finn, Walter 1 of 2 IMIM 1MII1� MiTek 0 RE: 2000 A ELEVATION_ CORRECTED - LOT 33/1 WATERSTONE MiTek USA, Inc.6904 Parke East Blvd.. Tampa, FL 33610-4115 Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2472638 Model: 2000 A 3CAR 1 OX20 LANAI Lot/Block: 33/1 Subdivision: WATERSTONE Address: 8700 MERANO AVENUE — City: City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T21298030 H2 9/14/20 46 T21298031 H5 9/14/20 47 T21298032 H7 9/14/20 48 T21298033 H7P 9/14/20 49 T21298034 H7V 9/14/20 50 T21298035 K01 9/14/20 51 T21298036 K02 9/14/20 52 T21298037 L01 9/14/20 53 T21298038 L02 9/14/20 54 T21298039 V01 9/14/20 55 T21298040 V02 9/14/20 56 T21298041 VO4 9/14/20 57 T2.1298042 V05 9/14/20 2 of 2 Job Truss Truss Type Qty Ply LOT 33/1 WATERSTONE T21297986 2000_A_ELEVATION_COR- A01S Roof Special 1 Job Reference o tional DUIIUtlrs re touulue trla(It l.Ity, rLf, rlarlt Uly, rL - 00001, o.L4V s mar s LULU MI ILK muusines, Inc. Mun oep l4 -i D:4,m+i Lulu rage -I ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-?IEJyTQAgD6gRJGgJJ 1 iJBZXJCE_16Z4pg FBwydg H4 1-4-0 6-5-7 8-8-0 12-2-13 18-9-11 19-4-8 22-3-1 2SS7 26-1%1 33.5.12 3 11 3&&0 ,cot 1-0-0 6-5.7 2-2-9 3-6-13 3-6-13 3-6-13 2-10-9 3-2-6 3-4-9 4-7-12 0-5- 4-8-12 a 5x6 = Scale=1:70.7 7x10 = 11 4x6 = 4x6 = 7x10 = 6xB = 6x8 = 6x8 = 6.00 12 3 4 5 6 8 9 10 1 36 3x4 � 1.5x8 STP = 35 12 37 31 21 24 23 22 I M 2 25 y[ 1 2x4 11 7xl0 - 4x6 = 8x14 MT20HS = 13 I . v 11 5x8 = 20 19 18 17 16 15 14 O 5x8 = 5x8 = 4x6 = 3.00 12 46 = 5x8 = 2x4 II 4x6 = 2x4 11 1-:L7 8-8-0 12-2-13 15-8-11 19-48 1 10 22-3.1 25-5-7 28-10.0 33.11-4 38-6-0 6.5-7 2-2-8 3-6-13 3-6-13 3-6-13 0. 2 2-10.8 3-2-6 3-4-8 S 48-12 Plate Offsets (X Y)- [3:0-4-12 0-4-0] [6:0-5-0,0-4-8] [8:0-2-12 0-0-0] [9:0-3-8 0-3-0] [10:0-5-4 0-2-81[19:0-0-0 0-2-0] [21:0-9-12 0-3-8] [24:0-5-0 0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.70 Vert(LL) 1.15 20 >405 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -1.40 20 >332 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.48 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 490 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 3-6,6-10: 2x6 SP No.2, 10-11: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 *Except* 21-24: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 9-21: 2x4 SP No.2 REACTIONS. (size) 13=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 13=-802(LC 12), 2=-921(LC 12) Max Grav 13=1432(LC 1), 2=1506(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4937/3369, 3-4=-8146/5515, 4-5=-1014416815, 5-6=-11416/7624, 6-7=-11417/7625, 7-8=-13194/8805, 8-9=-11218/7505, 9-10=-4376/3056, 10-11=-2458/1779, 11 -1 2=-2501/1789,12-13=-2915/2032 BOT CHORD 2-25=-3000/4484, 24-25=-2987/4485, 23-24=-5387/8258, 22-23=-6611/10144, 21-22=-8609/13206, 19-21=-1571288, 8-21=-601/1039, 18-19=-774/1177, 17-18=-2551 /3894, 15-17=-2553/3891, 14-15=-1701 /2583, 13-14=-1701 /2583 WEBS 3-24=-2756-22=271826397-2221186211Y3664-24� Pl` 878/65211981853329/2231818 21�-2689/4140,AP`'(�R 10-18=-436/720,11-15=-1305/1920,10-15=-2347/1703,12-15=-507/426 •=��:;c E N 'c;`•-V�/rl�r„ NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-5-7, Exterior(2) 6-5-7 to 10-5-7, Interior(1) 10-5-7 to 28-10-0, Exterior(2) 28-10-0 to 32-10-0, Interior(1) 32-10-0 to 38-8-0 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 Iliad 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. 0rf9nfwdaDgipffgW for truss to truss connections Q--f w k— 11A anon ®WARNING -Verily 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 MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 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 33/1 WATERSTONE T21297986 2000_A_ELEVATION_COR- A01S Roof Special 1 Job Reference o lional tlUtloers Mrst5ource (Plant City, I-L), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:44:41 2020 Page 2 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-?IEJyTQAg D6gRJGgJJ 1 iJBZXJCE_16Z4pgFBwydgH4 NOTES- '110) 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 802 lb uplift at joint 13 and 921 lb uplift atjoint 2. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 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 verily 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 ANS117P/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Olty Ply LOT 33/1 WATERSTONE T21297987 2000_A_ELEVATION_COR- A02S Roof Special 1 1 Job Reference (optional) builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:44:43 2020 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-yhM4PdUgilTg4kTeyjLVnkGt?6tvScl sY79MFpydgH2 1-4-0 6-11-13 8-5-7 13-10-15 19-4-6 23-4-15 27-5-7 2 -10- 33-5-12 3 -3- 38-8-0 -4-0 6-11-13 -5-10 5-5-8 5-5-8 4-0-8 4-0-8 1-4-9 4-7-12 0-9- 4-4-11 • 5x6 = 34 = 6.00 12 2x4 -,\ 4 29 30 5 3 1.5x8 STP = 28 27 2 20 19 �1 qI 6x12 MT20HS = 3x4 = 0 5x8 3.00 12 8-8-0 13-10-15 , LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 `Except` 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 `Except' 6-16: 2x4 SP No.3, 14-17,11-14: 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` 7-18,15-18: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 5x6 = 46 = 5x8 = 5x6 = 9 6 7 31 32 8 _l t-_ 17 16 2x4 II 15 5x12 = 14 13 46 = 5x8 = Scale = 1:71.0 3x4 10 � 34 0 0 11 jr? N v 0 12 2x4 11 3x6 = CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.76 Vert(LL) 1.1018-19 >422 240 MT20 244/190 BC 0.97 Vert(CT) -1.3618-19 >340 180 MT20HS 187/143 WB 0.98 Horz(CT) 0.58 11 n/a n/a Matrix -AS Weight: 206 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 16-18 REACTIONS. (size) 11=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 11=-802(LC 12), 2=-920(LC 12) Max Grav 11=1433(LC 1). 2=1507(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4705/3193, 3-4=-4527/3078, 4-5=-4227/2891, 5-6=-5647/3809, 6-7=-5982/4016, 7-8=-3113/2239, 8-9=-2373/1763, 9-10=-247311728, 10-11=-2870/1940 BOT CHORD 2-20=-2810/4239, 19-20=-3513/5647, 18-19=-3770/6094, 13-1 5=-1 65212660, 12-13=-1663/2531, 11-12=-166312531 WEBS 3-20=-1491302, 4-20=-1175/1781, 5-20=-1549/1091, 5-19=-57/366, 6-19=-523/309, 7-18=-2068/3321, 7-15=-2054/1384, 15-18=-2134/3466, 8-15=-421/724, 9-13=-1244/1840, 8-13=-1639/1205,10-13=-473/420 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-5-7, Extedor(2) 8-5-7 to 12-5-7, Interior(1) 12-5-7 to 28-10-0, Exterior(2) 28-10-0 to 32-10-0, Interior(1) 32-10-0 to 38-8-0 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. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 802 lb uplift at joint 11 and 920 lb uplift at joint 2. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I1912020 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 property Incorporate this design into the overall. M A building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing O VI 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?Pl1 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 3311 WATERSTONE T21297988 2000_A_ELEVATION_COR— A03S Hip 1 1 Job Reference (optional) tiuuaers mrsrsource (t'lani Ldty, t-L), mant t.Ity, t-L - 6.5013 6.z4u s Mar v zuzu MI I ex Inaustrles, Inc. Mon Sep 14 1o:44:44 zuzu rage 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-QtwSczVlTbbhhu2rWRtkKxp22WEuB830nnuvoFydgH1 1-4-0 7-3-3 8-8-0 10-5-7 14-10-13 23-9-6 28-2-9 32-4-15 38-8-0 1-4-0 7-3-3 -4-13 1-9-7 8-10-9 4-5-3 4-2-7 6-3-1 5x6 = 4 27 5x6 = 2x4 II 3x6 = 5x6 = 28 5 29 6 30 7 31 8 Scale = 1:68.4 15 14 — 12 11 5x8 = 3.00 12 4x6 I 3x6 = 2x4 II 3x6 = 5x12 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CS]. TC 0.74 BC 0.92 WB 0.68 Matrix -AS DEFL. in (loc) I/deft L/d Vert(LL) 0.71 16-17 >652 240 Vert(CT)-0.9916-17 >468 180 Horz(CT) 0.44 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 208 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 'Except* 10-0-0 oc bracing: 14-16 6-14: 2x4 SP No.3, 13-15,10-13: 2x4 SP No.2 WEBS 1 Row at midpt 12-16, 7-12 WEBS 2x4 SP No.3 *Except* 12-16: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Horz 2=237(LC 11) Max Uplift 10=-802(LC 12), 2=-920(LC 12) Max Grav 10=1433(LC 1), 2=1507(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4701/3338,3-4=-4482/3239, 4-5=-3411/2481,5-6=-4259/3024, 6-7=-4197/3007, 7-8=-2136/1692, 8-9=-2377/1766, 9-10=-2760/1968 BOT CHORD 2-18=-2943/4236, 17-18=-2091/3381, 16-17=-2563/3988, 6-16=-226/253, 11 -1 2=-1 650/2425, 10-11 =-1 650/2425 WEBS 3-18=-243/396, 4-17=-369/719, 5-17=-820/678, 5-16=-127/428, 12-16=-1944/3000, 7-16=-886/1490, 7-12=-1483/1096, 8-12=-547/832, 9-12=-495/479, 4-18=-1021/1319 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 10-5-7, Exterior(2) 10-5-7 to 16-1-5, Interior(1) 16-1-5 to 28-2-9, Exterior(2) 28-2-9 to 33-10-7, Interior(1) 33-10-7 to 38-8-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8D2 lb uplift at joint 10 and 920 lb uplift at joint 2. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 ®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 Mrrek® 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 applicabilityof design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 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 3311 WATERSTONE T21297989 2000_A_ELEVATION_COR— A04S Hip 1 1 Jab Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:44:45 2020 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-u3TggJWwEvjXJ2cl380zt9M9nwdbwZd9?ReTKhydgHO 1-4.0 7-3-3 8-8-0 12-5-7 19.4-0 26-2-9 30-0-0 1-4-1 38-8-0 �, 1.4-0 7-3-3 103 3-9-7 6-10-9 6-10-9 3-9-7 -4-13 7-3-3 3x12 MT20HS 3.00 12 12-5-7 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-14,8-9: 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Harz 2=278(LC 11) Max Uplift 8=-804(LC 12), 2=-922(LC 12) Max Grav 8=1429(LC 1), 2=1504(LC 1) 5x6 = 3x8 = 5x6 = 4 31 32 5 33 34 6 5x8 Scale=1:68.6 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TC 1.00 Vert(LL) 0.77 11>603 240 MT20 244/190 BC 0.76 Vert(CT)-0.9610-11 >485 180 MT20HS 187/143 WB 0.79 Horz(CT) 0.59 8 n/a file Matrix -AS Weight: 209 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 4-6-0 oc bracing: 8-9 JOINTS 1 Brace at Jt(s): 9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4710/3338, 3-4=-4469/3234, 4-5=-2874/2202, 5-6=-2877/2176, 6-7=-4487/3206, 7-8=-4729/3311 BOT CHORD 2-14=-2952/4263, 13-14=-1760/2860, 11-13=-2022/3290, 10-11=-2022/3290, 9-1 0=-1 71412863, 8-9=-290714268 WEBS 3-14=-304/436, 4-13=-190/490, 5-13=-654/409,5-11=0/282,5-10=-651/397, 6-1 0=-1 781488, 7-9=-315/442, 4-14=-1211/1739,6-9=-1209/1673 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=6.Opsf,, h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 12-5-7, Exterior(2) 12-5-7 to 18-1-5, Interior(1) 18-1-5 to 26-2-9, Extedor(2) 26-2-9 to 31-10-7, 1nterior(1) 31-10-7 to 38-8-0 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) All plates are 2x4 MT20 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 fora 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) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 2 considers parallel to grain value using ANSl1TPI 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 804 lb uplift at joint 8 and 922 lb uplift at joint 2. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. �Y Design valid for use onlywith 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 iTeiC" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 3311 WATERSTONE T21297990 2000_A_ELEVATION_COR— A05S Hip 1 1 Job Reference o lional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:44:47 2020 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-gSbbE?XAm WzFYMmQBZQRyaRX8jF6OZmST17ZOaydgH_ 1r —4-Oi 4-6-11 8-8-0 14-5-7 19-4-0 24-2-9 30-0-0 34-1-5-1-5 3%- 1-4-0 ' 4-6-11 4-1-5 5-9-7 4-10-9 4-10-9 4 4-6-11 �1 0 5xB 3.00 12 6.00 12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017[TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-4,8-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 16-17: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=Mechanical Max Horz 2=319(LC 11) Max Uplift 2=-922(LC 12), 10=-804(LC 12) Max Grav 2=1504(LC 1), 10=1429(LC 1) 5x6 = 3x4 = 5x6 = 30 6 31 327 Scale = 1:69.3 5xB ZZ CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.88 Vert(LL) 0.6814-15 >679 240 MT20 244/190 BC 0.95 Vert(CT) -0.98 12-14 >475 180 MT20HS 187/143 WB 0.42 Horz(CT) 0.57 10 n/a nla Matrix -AS Weight: 221 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 3-7-0 oc bracing: 10-11 WEBS 1 Row at midpt 4-14, 8-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4683/3233, 3-4=-4564/3161, 4-5=-2834/2042, 5-6=-2495/1945, 6-7=-2497/1921, 7-8=-2836/2015, 8-9=-4578/3130, 9-10=-4694/3303 BOT CHORD 2-15=-2859/4437, 14-15=-2613/4126, 12-14=-1555/2614, 11-12=-2567/3979, 10-11=-2886/4230 WEBS 4-15=-592/1148, 4-14=-1751/1293, 5-14=-559/968, 6-14=-338/278, 6-12=-337/266, 7-12=-577/969, 8-12=-165011287, 8-11=-611/1111, 9-11 =-1 34/302 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 14-5-7, Exterior(2) 14-5-7 to 20-1-5, Interior(1) 20-1-5 to 24-2-9, Exterior(2) 24-2-9 to 29-9-5, Interior(1) 29-9-5 to 38-8-0 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) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10:0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 922 lb uplift at joint 2 and 804 lb uplift at joint 10. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 ®WARNING - Veri(y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and 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 3311 WATERSTONE T21297991 2000_A_ELEVATION _COR- A06S Hip 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:44:48 2020 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-Ie9zSLYpXg56AVLclHxgUn_il7bP7wVbhPs7wOydgGz 11 4-0, 7-3-3 8-8-0 16-5-7 22-2-9 30-0-0 at 4-13 38-8-0 '1.4-0 7-3-3 -4-13 7-9-7 5-9-2 7-9-7 -4.13 7-3-3 6.00 12 M O 5x8 % 3.00 12 8-8-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress [nor YES BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-4,7-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except` 14-15: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Hom 2=360(LC 11) Max Uplift 2=-922(LC 12), 9=-804(LC 12) Max Grav 2=1504(LC 1), 9=1429(LC 1) 6x8 = 8x10 = Scale = 1:70.3 5x8 ZZ CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.87 Vert(LL) 0.71 12-13 >651 240 MT20 2441190 BC 0.95 Vert(CT)-0.9612-13 >485 180 MT20HS 187/143 WB 0.78 Horz(CT) 0.61 9 n/a We Matrix -AS Weight: 215 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 3-9-0 oc bracing: 9-10 , WEBS 1 Row at midpt 4-12, 6-12, 7-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4690/3127, 3-4=-4548/3158, 4-5=-2525/1818, 5-6=-2194/1782, 6-7=-2533/1802, 7-8=-4566/3129, 8-9=-4711/3135 BOT CHORD 2-13=-2753/4346, 12-13=-2732/4258, 11-12=-1181/2193, 10-11=-2681/4181, 9-10=-2714/4247 WEBS 4-13=-516/1155, 4-12=-2226/1584, 5-12=-390/728, 6-12=-271/276, 6-11 =-370/731, 7-11=-2089/1572, 7-10=-626/1107 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 16-5-7, Exterior(2) 16-5-7 to 27-10-7, Interior(1) 27-10-7 to 38-8-0 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) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 922 lb uplift at joint 2 and 804 lb uplift at joint 9. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 A 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 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 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 ANSWP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 3311 WATERSTONE T21297992 2000—A—ELEVATION—COR-1 A07 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:44:50 2020 Page 1 ID:h KY1 ep9FiDwfFyJCybTu LLyv92?-E1 HjtOa33RMgQpV?siz8aC31 JxHibq Pu9j LE_vydgGx 1-4-0 7-3-3 -8-0 13-1-12 18-5-7 20-2-9 25-6-5 30-0-0 1-4-1 38-M 0-0-0 -4-0 7-3-3 -4-13 4-5-12 5-3-12 1-9-2 5-3-12 4-5-12 -4-13 7-3-3 -4-0 M O 5x8 % 3.00 12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 16-17: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-408(LC 10) Max Uplift 2=-920(LC 12). 11=-920(LC 12) Max Grav 2=1503(LC 1). 11=1503(LC 1) 6.00 12 5x6 = 3x4 = 5x6 = 38-8-0 Scale=1:71.9 5x8 zz CSI. DEFL. in (too) I/deft L/d PLATES GRIP TC 0.95 Vert(LL) 0.7515-17 >619 240 MT20 244/190 BC 0.90 Vert(CT)-1.1515-17 >404 180 MT20HS 187/143 WB 0.81 Horz(CT) 0.60 11 n/a n/a Matrix -AS Weight: 203 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-15, 8-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4716/2873, 3-4=-4518/2802, 4-5=-4541/2860, 5-6=-2208/1563, 6-7=-1924/1476, 7-8=-2208/1557, 8-9=-4537/2879, 9-10=-4515/2821, 10-11=-4714/2892 BOT CHORD 2-17=-2445/4451, 15-17=-1442/2727, 14-15=-798/1924, 13-14=-1472/2682, 11-13=-2484/4252 WEBS 3-17=-185/273, 5-17=-1060/2083, 5-15=-1137/889, 6-15=-482/786, 7-14=-483/783, 8-14=-1068/894, 8-13=-1071/1943, 10-13=-206/275 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 18-5-7, Exterior(2) 18-5-7 to 25-10-7, Interior(1) 25-10-7 to 40-0-0 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. 7) Bearing at joint(s) 2, 11 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 920 lb uplift at joint 2 and 920 lb uplift at joint 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 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 ANS11TPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety on, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply LOT 33/1 WATERSTONE T21297993 2000_A_ELEVATION_COR— A09 Roof Special g 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:44:51 2020 Page 1 ID:6q D IOH2OVeg 1 Nkl sxoNemzyuU LB-jDr54MbhglUh 1 z4BQPVN6QcFYLfvKGa20 N5n W LydgGw 1 4-0 6-1-14 8-8-0 13-1-12 19-4-0 25-6 4 3%0-0 32-6-2 38-8-0 0-0-0 -4-0 6-1-14 1. 12 6-2-4 6-2 4 4-5 12 2-6-2 6-1-14 4-0 Scale = 1:74.4 5x6 = 5x8 \\ 5x8 // 5x8 3.00 12 5x8 8-8-0 16-3-7 22-4-9 30-0-0 38-8-0 8-8-0 7-7-7 6-1-2 7-7-7 8-8-0 Plate Offsets (X Y)-- f2:0-2-7,Edge], [2:0-2-3 Edge] [3:0-3-0 0-3-0] [9:0-3-0,0-3-0] f10:0-2-3 Edge], [10:0-2-7,Edge], fl2:0-5-4,Edge] 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 0.73 Vert(LL) 0.68 12-13 >679 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.92 12-13 >502 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.55 10 n/a n/a BCDL 10.0 Cade FBC2017/TPI2014 Matrix -AS Weight: 204 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. 2-16,10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-425(LC 10) Max Uplift 2=-920(LC 12), 10=-920(LC 12) Max Grav 2=1503(LC 1), 10=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4769/2781, 3-4=-4556/2636, 4-5=-4595/2759, 5-6=-2504/1669, 6-7=-2504/1655, 7-8=-4538/2733, 8-9=-4519/2620, 9-10=-4716/2767 BOT CHORD 2-16=-2340/4637, 15-16=-1302/2876, 13-15=-691/1862, 12-13=-1350/2699, 10-12=-2377/4281 WEBS 6-13=-605/1087, 7-13=-987/775, 7-12=-1057/1922, 6-15=-597/1144, 5-15=-1053/766, 5-16=-1077/2087 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Exterior(2) 19-4-0 to 23-4-0, Interior(1) 23-4-0 to 40-0-0 zone;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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing atjoint(s) 2, 10 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 920 lb uplift at joint 2 and 920 lb uplift at joint 10. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 MffekO 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 ANS11TP/1 quality Criteria, DSB-89 and SCSI Building. Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type City Ply LOT 33l1 WATERSTONE T21297994 2000_A_ELEVATION_COR— A10 ROOF SPECIAL 1 1 Job Reference (optional) awiaers Pustaource (Plant City, FL), Plan[ City, FL - 33567, o.24u s mar a 2UZU m1 I ex mouslnes, Inc. mon aep 14 i 5:44:52 2020 rage 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-BPPUIibJb3cYf7fN-60cfd8RPkOC3jwBcOgK3nydgGv 19-8-0 -A 1-0-0 6-1-14 8-B-0 13-1-12 19-0-0 1 4 22-4-9 25-6-0 30.0.0 32-6-2 3811-0 0.1 01 -0-0 6-1-14 2-6-2 4-5-12 5-10-0 0 2-6-9 3-1-11 4-112 2-6-2 6-1-14 -0-0 0-4-0 Scale = 1:77.8 6x12 MT20HS = 6.00 12 6 5x6 i 24 25 5x6 1 5 7 5x6 i 5x6 2x4 4 8 2x4 3 9 1.5xB STP = 1.5x8 STP = 26 m 1 2 16 e o 15 14 27 13 12 0 10 11 rm N 0 6x12 MT20HS = 3x4 =3x6 = 3x4 = 7x10 = Io 5x8 \1 5x8 I/ 5x8 3.00 12 5x8 Z- 8-8-0 16-3-7 18-0-0 22-0-9 30-0-0 38-8-0 8-8-0 7-7-7 1-8-9 4 4-9 7-7-7 8-8-0 Plate Offsets (X,Y)— [2:0-2-3 Edge] [2:0-2-7 Edge], [4:0-3-0 0-3-0] [8:0-3-0 0-3-0L [10:0-2-3 Edge] [10:0-2-7 Edge] rl2:0-5-4 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.63 12-13 >734 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.86 12-13 >537 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.53 10 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 204 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except* TOP CHORD Structural wood sheathing directly applied. 1-4,8-11: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 'Except* 14-16,12-14: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=422(LC 11) Max Uplift 2=-920(LC 12), 10=-920(LC 12) Max Grav 2=1503(LC 1), 10=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4770/2783, 3-4=-4567/2641, 4-5=-4596/2752, 5-6=-2506/1668, 6-7=-2506/1655, 7-8=-4541/2731, 8-9=-4531/2628, 9-10=-4715/2770 BOT CHORD 2-16=-2344/4634, 15-16=-1303/2874, 13-15=-707/1879, 12-13=-1351/2699, 10-12=-2380/4280 WEBS 6-13=-589/1066, 7-13=-963/756, 7-12=-1053/1921, 6-15=-581/1122, 5-15=-1027/747, 5-16=-1070/2083 a 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Exterior(2) 19-4-0 to 23-4-0, Interior(1) 23-4-0 to 40-0-0 zone;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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing atjoint(s) 2, 10 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 920 lb uplift at joint 2 and 920 lb uplift at joint 10. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112"gypsum sheetrock be applied directly to the bottom chord. September 14,2020 ®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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to preventcollapsewith possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/i 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 3311 WATERSTONE T21297995 2000_A_ELEVATION_COR- All Hip Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:44:54 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-7o W EjOdZ7gsGuOpm5X24k2EjEYfmXdPU4KJR7gydgGt 1 4-0 8-8-0 17-0-0 21 8 0 30-0 0 38 8-0 0 0 0 4-0 8-8-0 8-4-0 4-8-0 8-4-0 8-8-0 4-0 7x10 = 6.00 12 5x8 = Scale = 1:71.9 5x8 3.00 12 5x8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber-DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except` 1-3,6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-378(LC 10) Max Uplift 2=-920(LC 12), 7=-920(LC 12) Max Grav 2=1503(LC 1), 7=1503(LC 1) 30-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.96 Vert(LL) 0.6712-13 >688 240 MT20 2441190 BC 0.89 Vert(CT)-0.9912-13 >471 180 MT20HS 187/143 WB 0.81 Horz(CT) 0.60 7 n/a n/a Matrix -AS Weight: 192 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-12, 6-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4702/2990, 3-4=-2447/1697, 4-5=-2115/1676, 5-6=-2439/1699, 6-7=-4702/3011 BOT CHORD 2-13=-2542/4382, 12-13=-2393/4078, 10-12=-1018/2113, 9-10=-2430/3944, 7-9=-2582/4237 WEBS 3-13=-499/1204, 3-12=-2102/1449, 4-12=-365/764, 4-10=-260/267, 5-10=-405/715, 6-10=-196411463, 6-9=-507/1161 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2) 17-0-0 to 27-3-14, Interior(1) 27-3-14 to 40-0-0 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. 7) Bearing at joint(s) 2, 7 considers parallel to grain value using ANS11TPI 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 920 lb uplift at joint 2 and 920 lb uplift at joint 7. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M T I�r 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 ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3311 WATERSTONE T21297996 2000-A-ELEVATION-COR-1 Al Hip Truss 1 1 Jab Reference io tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:44:55 2020 Page 1 I D:20VQZH In97x9G 5 M9 Nm JalQz3Stx-b_4cwkeCt_7 W a NyfFZJ H G mtFy_i G91 d I_3_f6yd g Gs 1-4-0 73-3 -8-0 15-0-0 23-8-0 30-M 14-1 38-8-0 0-M -4-0 7-3-3 -4-14 6-4-0 8-8-0 6-4-0 -4-14 7-3-3 -4-0 5x6 = 6.00 12 3x4 = 5x6 = 256 26 7 27 5x8 :;:� 3.00 12 5x8 8-8-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=337(LC 11) Max Uplift 2=-920(LC 12), 10=-920(LC 12) Max Grav 2=1503(LC 1), 10=1503(LC 1) 15-M Scale=1:71.4 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 1.00 Vert(LL) 0.6912-13 >673 240 MT20 2441190 BC 0.91 Vert(CT)-0.9313-15 >496 180 MT20HS 187/143 WB 0.49 HOrz(CT) 0.60 10 n/a n/a Matrix -AS Weight: 197 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 8-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4693/3088, 3-4=-4538/3076, 45=-2779/1949, 5-6=-2391/1848, 6-7=-2405/1861, 7-8=-2740/1934, 8-9=-4511/3095, 9-10=-4685/3109 BOT CHORD 2-16=-2641/4470, 15-16=-2473/4205, 13-15=-1340/2475, 12-13=-2508/3995, 10-12=-2681/4220 WEBS 4-16=-609/1218, 4-15=-1841/1298, 5-15=-537/934, 7-13=-472/877, 8-13=-1738/1318, 8-12=-605/1140, 6-15=-318/242,6-13=-283/208 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2) 15-0-0 to 20-7-14, Intedor(1) 20-7-14 to 23-8-0, Exterior(2) 23-8-0 to 29-3-14, Interior(1) 29-3-14 to 40-0-0 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, 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 920 lb uplift at joint 2 and 920 lb uplift at joint 10. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 ® 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 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 'y' iTeV 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//TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 3311 WATERSTONE T21297997 2000_A_ELEVATION_COR- A13 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:44:56 2020 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-3Be_74egeH6_8ky8Dy4YpTJ3LLJe?YknXeoYCYydgGr 1-4 0 19-4-0 25-M 3-0 -0 8-8-0 13-0-0-038-8-0 0-0-0 �-0 8-8-0 4-4-0 6-4-0 6-4-0 4-4-0 6-8-0 -4-0 Scale = 1:71.5 6.00 12 6x8 = 22 2x4 II 235 24 25 6x12 MT20HS = 5x8 3.00 12 5x8 8-8-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3,7-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' 12-13: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-295(LC 10) Max Uplift 2=-920(LC 12), 8=-920(LC 12) Max Grav 2=1503(LC 1), 8=1503(LC 1) 19-4-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TC 0.92 Vert(LL) 0.71 11-13 >650 240 MT20 244/190 BC 0.99 Vert(CT)-1.1511-13 >404 180 MT20HS 1871143 WB 0.76 Horz(CT) 0.58 8 file n/a Matrix -AS Weight: 182 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-13, 6-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4679/3106, 3-4=-4600/3347, 4-5=-3124/2257, 5-6=-3124/2257, 6-7=-4598/3367, 7-8=-4676/3125 BOT CHORD 2-13=-2644/4258, 11-13=-1541/2692, 10-11 =-1 572/2691, 8-10=-2683/4212 WEBS 3-13=-360/531, 4-13=-1449/2130, 4-11=-329/683, 5-11 =-372/452, 6-11 =-329/684, 6-1 0=-1 461/2000, 7-10=-367/531 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 25-8-0, Exterior(2) 25-8-0 to 31-3-14, Interior(1) 31-3-14 to 40-0-0 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. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSIrrPI 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 920 lb uplift at joint 2 and 920 lb uplift at joint 8. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use 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 ANSIITP/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 3311 WATERSTONE T21297998 2000—A—ELEVATION—COR-1 A14 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:44:58 2020 Page 1 ID:20VQZH In97x9G5M9 NmJalQz3Stx-?ZmlYmg4AvMhN26XKN70uuOPF9OsTOW4?yHfGRydgGp 1 4-0 11-0-0 19-4-0 27-8-0 30-0-0 38-8-0 -4-0 8-8-0 2-4-0 8-4-0 8-4-0 2-4-0 8-8-0 6.00 12 5x8 3.00 12 5x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2017/rPI2014 LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 12-13: 2x4 SP No.2, 10-12: 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-254(LC 10) Max Uplift 2=-920(LC 12), 8=-920(LC 12) Max Gram 2=1503(LC 1), 8=1503(LC 1) 6x12 MT20HS = 5x6 = 22 23 5 24 25 6 2x4 7 5x8 Scale = 1:70.2 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TIC 0.95 Vert(LL) 0.76 11 >610 240 MT20 2441190 BC 0.94 Vert(CT) -1.18 11-13 >394 180 MT20HS 187/143 WB 1.00 Horz(CT) 0.57 8 n/a n/a Matrix -AS Weight: 177 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4668/3124, 3-4=-4567/3409, 4-5=-4042/2841,5-6=-4042/2841, 6-7=-4562/3427, 7-8=-4663/3143 BOT CHORD 2-13=-2652/4204, 11-13=-1885/3170, 10-11=-1918/3169, 8-10=-2691/4199 WEBS 3-13=-317/552, 4-13=-129411776, 4-11=-624/1101, 5-11=-494/588, 6-11=-624/1103, 6-10=-1302/1681, 7-10=-327/550 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 27-8-0, Exterior(2) 27-8-0 to 33-3-14, Interior(1) 33-3-14 to 40-0-0 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. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSIfTPI 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 920 lb uplift at joint 2 and 920 lb uplift at joint 8. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. ' Design valid for use only with 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 ANS11TPlf 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 3311 WATERSTONE T21297999 2000—A—ELEVATION—COR-1At Hip Truss 1 1 Job Reference (optional) Builders FlrslSource (Plant Gity, FL), Plant Glly, FL - 33b67, 6.24U s Mar 9 ZU2U MI I eK industries, Inc. Mon sep 14 10:44:M1 ZUZU Page I ID:20VQZHln97x9G5M9NmJalQz3Stx-UmK7m5hixCUY?Chju5eFR6xZpZLOCvDDDc1 CptydgGo 1-4-0 6-2-7 9-0-0 15-10-11 22-9-5 29-8-0 32-5-9 38-8-0 0-0-0 -4-0 6-2-7 2-9-9 6-10-11 6-10-11 6-10-11 2-9-9 6-2-7 -4-0 Scale=1:71.7 6.00 12 6x12 MT20HS = 3x4 5- 3 4x6 = 4 26 27 5 28 6x12 MT20HS = 7x10 = 6 29 30 31 7 3x4 8 32 33 1.5x8 STP = 4x6 = 3x12 MT20HS 3.00 12 3x12 MT20HS 6-2-7 8-8-0 15-10-11 22-9-5 30-M 32-5-9 38.M i 6-2-7 2-5-9 7-2-11 6-10-11 7-2-11 2-5-9 6-2-7 Plate Offsets (X,Y)— [2:0-0-10,Edge], [4:0-8-4,0-2-0], [6:0-5-0,0-4-8], [7:0-8-4,0-2-0], [9:0-0-10,Edge] 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 0.90 Vert(LL) 0.99 13-15 >468 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.24 13-15 >374 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.62 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 216lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6,6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 *Except* WEBS 1 Row at micipt 4-15, 7-13 2-16,9-12: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=212(LC 11)- Max Uplift 2=-920(LC 12), 9=-920(LC 12) Max Grav 2=1503(LC 1), 9=1503(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4653/3213, 3-4=-4575/3156, 4-5=-5609/3855, 5-6=-5605/3849, 6-7=-5607/3852, 7-8=-4575/3177,8-9=-4653/3229 BOT CHORD 2-17=-2759/4185, 16-17=-2781/4223, 15-16=-2386/3939, 13-15=-3473/5607, 12-13=-2425/3939, 11-12=-2819/4223, 9-11=-2797/4185 WEBS 4-16=-751/1192, 4-15=-1249/1874, 5-15=-462/498, 6-13=-422/495, 7-13=-1239/1871, 7-12=-761/1182 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2) 9-0-0 to 14-7-14, Intedor(1) 14-7-14 to 29-8-0, Exterior(2) 29-8-0 to 35-3-14, Interior(1) 35-3-14 to 40-0-0 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. 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 920 lb uplift at joint 2 and 920 lb uplift at joint 9. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 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 ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 r Job Truss Truss Type Qty Ply LOT 33/1 WATERSTONE T21298000 2000_A_ELEVATION_COR- A16 Hip Truss 1 Job Reference (optional) o-U— r—tauuiuv (r1drlr Ury, rLl, rldrll Idly, rL - JODU r, o.Z4U s mar 91 ZUZU mi I ex Inoustrles, Inc. mon Sep 14 10:40:U1 Zulu rage 1 ID:20VQZH 1n97x9G5M9NmJalQZ3Stx-Q8RtBniyTgkG EVr6?Vgj WXOx2MOCgtuWhwWJtmydgGm 1-4-0 5-4-10 1-0-0 13-3-0 19-4-0 25-5-0 31-8-0 33-5-7 - 38-8-0 0-0-0 1-4-0 5-4-10 1-7-6 6-1-0 6-1-0 6-3-0 1-9-7 5-2-9 -4-0 6.00 12 1.5x8 STP = 0 5x6 = 2x4 � 4 3 17 28 6x12 MT20HS = 5x8 3.00 12 7-4-8 5x8 = 24 5 25 16 2x4 11 6x12 MT20HS = 6 15 14 4x10 MT20HS = 5x8 = 5x8 = 5x6 = 26 7 27 8 2x4 9 13 2x4 11 12 29 6x12 MT20HS = 38-8.0 Scale = 1:70.2 N 1.5x8 STP = I � � i N 10 11 GAT'\Iq 0 5x8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.79 BC 0.97 WB 0.51 Matrix -MS DEFL. in Vert(LL) 1.54 Vert(CT) -1.59 Horz(CT) 0.70 (loc) I/deft Ud 14 >302 240 14 >292 180 10 n/a n/a PLATES MT20 MT20HS Weight: 541 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins. BOT CHORD 2x4 SP No.1 'Except` BOT CHORD. Rigid ceiling directly applied or 2-2-0 oc bracing. 2-17,10-12: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-172(LC 6) Max Uplift 2=-2125(LC 8), 10=-2125(LC 8) Max Grav 2=3590(LC 13), 10=3590(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12445/6975, 3-4=-1284317217, 4-5=-12645/7110, 5-6=-19330/11281, 6-7=-19330/11281, 7-8=-12520/7110, 8-9=-12717/7217, 9-1 0=-1 2326/6975 BOT CHORD 2-17=-6228/11536, 16-17=-9992/17781, 14-16=-9992/17781, 13-14=-9992/17625, 12-13=-9992/17625, 10-12=-6225/11299 WEBS 4-17=-2607/4995, 5-17=-5477/3321, 5-16=0/391, 5-14=-1120/1856, 6-14=-804/775, 7-14=-1120/1858, 7-13=0/391, 7-12=-5476/3321, 8-12=-2607/4943, 3-17=-548/950, 9-12=-551/962 • NOTES- 1) 3-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-4-0 oc, Except member 17-5 2x4 -1 row at 0-9-0 oc, member 5-16 2x4 -1 row at 0-9-0 oc, member 14-5 2x4 - 1 row at 0-9-0 oc, member 6-14 2x4 -1 row at 0-9-0 oc, member 14-7 2x4 -1 row at 0-9-0 oc, member 7-13 2x4 - 1 row at 0-9-0 oc, member 12-7 2x4 - 1 row at 0-9-0 oc, member 17-3 2x4 -1 row at 0-9-0 oc, member 12-9 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) 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, 10 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify :orft4RWftQf g surface Seotember 14.2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml l-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3311 WATERSTONE T21298000 2000—A—ELEVATION—COR-1 A16 Hip Truss 1 q J Job Reference o tional ouuuers nrstaource triant ury, r-Ll, rtant airy, t-L - ad00 f, 8.Z4U s Mar 9 2UZU MI I eK Inaustnes, Inc. Mon Sep 14 15:45:01 2020 Page 2 ID:20VQZHln97x9G5M9NmJalQz3Stx-Q8RtBniyTgkGEVr6?VgjWXOx2MOCgtu WhwWJtmydgGm NOTES- •10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2125 lb uplift at joint 2 and 2125 lb uplift at joint 10. 11) Girder carries hip end with 7-0-0 end setback. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at 31-8-0, and 802 lb down and 391 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-8=-112(F=-58), 8-11=-54, 18-28=-20, 17-28=42(F=-22), 12-17=42(17=-22), 12-29=42(F=-22), 21-29=-20 Concentrated Loads (lb) Vert: 28=-475(F) 29=-475(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with Mi rekO 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 passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rPll 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 3311 WATERSTONE T21298001 2000—A—ELEVATION—COR-1 B01 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:02 2020 Page 1 I D:20VQZH In97x9G5 M9 N mJalQz3Stx-u L? GO7j b E7s 7sfQIZD By3kZD? m Vg P QNfvaFsP Cydg GI -1-4-0 5-0-0 7-8-0 12-8-0 14-Q-0 1' o 5-0-0 2-8-0 5-0-0 1-4-0 4x6 = 3x4 = 15 4x6 = 3x4 = Scale = 1:25.0 5-0-0 7-8-0 12-8-0 M-0 2-8.0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.06 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.09 8-11 >999 180 BCLL 0.0 Rep Stress ]nor NO WB 0.11 Horz(CT) 0.02 5 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 51 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=131(LC 24) Max Uplift 2=-516(LC 8), 5=-516(LC 8) Max Grav 2=860(LC 29), 5=860(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1382/657, 3-4=-11991640, 4-5=-1381/657 BOT CHORD 2-8=-487/1237, 7-8=-479/1249, 5-7=-483/1234 WEBS 3-8=0/290, 4-7=0/290 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 516 lb uplift at joint 2 and 516 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 331 lb down and 334 lb up at 5-0-0, and 145 lb down and 146 lb up at 6-4-0, and 331 lb down and 334 lb up at 7-8-0 on top chord, and 140 lb down at 5-0-0, and 47 lb down at 6-4-0, and 140 lb down at 7-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20 Concentrated Loads (lb) Vert: 3=-148(F) 4=-148(F) 8=-98(F) 7=-98(F) 15=-61(F) 16=-38(F) September 14,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe" " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rP11 Quality Crlterls, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply RSTONE T21 22 2000_A_ELEVATION_COR— 602 Common 2 tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:45:03 2020 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-MXZebTkD?R Tp?U7wiBby5l5AoV8lgp8E?QyeydgGk -1-4-0 6-4-0 12-8-0 14-0-0 ' 6-4-0 6-4-0 1-4-0 5x8 = 3x4 = 12-8-0 3x4 = Scale = 1:26.1 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 0.75 Vert(LL) 0.10 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.08 6-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 49 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Harz 2=158(LC 11) Max Uplift 2=-378(LC 12), 4=-378(LC 12) Max Grav 2=541(LC 1), 4=541(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-656/882, 3-4=-656/882 BOT CHORD 2-6=-474/532, 4-6=-474/532 WEBS 3-6=-48/282 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 6-4-0, Corner(3) 6-4-0 to 10-4-0, Exterior(2) 10-4-0 to 14-0-0 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 lb uplift at joint 2 and 378 lb uplift at joint 4. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom, chord. September 14,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall _ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11Tp/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3311 WATERSTONE T21298003 2000_A_ELEVATION_COR- B04 Common 3 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:04 2020 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-c j70pplrml7r5zZhheDQ89eXQaC2tK_yNukzU5ydgGj -1-4-0 6-4-0 12-4-0 1 4-0 6-4-0 6-0-0 Scale = 1:25.1 5x6 = 3x4 = 12-4-0 3x4 = Im 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.06 5-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.09 5-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 46 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 4=0-4-0, 2=0-8-0 Max Horz 2=148(LC 11) Max Uplift 4=-250(LC 12), 2=-378(LC 12) Max Grav 4=452(LC 1), 2=532(LC 1) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-630/529, 3-4=-634/557 BOT CHORD 2-5=-349/508, 4-5=-349/508 WEBS 3-5=-7/270 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-4-0, Extedor(2) 6-4-0 to 10-4-0, Interior(1) 10-4-0 to 12-4-0 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 250 lb uplift at joint 4 and 378 lb uplift at joint 2. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TIal1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 33/1 WATERSTONE T21298004 2000_A_ELEVATI0N_C0R— 1 Jack -Open 11 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:45:04 2020 Page 1 ID:2OVQZHln97x9G5M9NmJalQz3Stx-11j70pplrml7r5zZhheDQ89eYda GttLbyNukzUSydgGj -1-4-0 0-114 1-4-0 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-227(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 2441190 Weight: 5 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puriins. 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; 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 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 3 lb uplift at joint 3, 227 lb uplift at joint 2 and 15 lb uplift at joint 4. Scale = 1:7.6 September 14,2020 ®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 M p iTek` 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 ivi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 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 Jab Truss Truss Type Qty Ply LOT 33/1 WATERSTONE T21298005 200b_A_ELEVATION_COR— 1B JACK -OPEN 2 1 Job Reference (optional) ouuuer5 rustouurce triant ury, rLl, runt ury, rL - a000r, o.z4u s mar s zuzu rvii t eK inousmes, Inc. mon oep 14 ia:4o:uo zuzu rage 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-Ivh0091TX2Fij78lELIfhNBmt_cbcor6cYUWOXydgGi i -1.4.0 0-11-4 y 1-4-0 0-11-4 Scale = 1:7.6 0 0-11-4 1-4 Plate Plate Offsets (X,Y)-- f2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-6-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-227(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=4011; eave=5ft; Cat. II; Exp C; 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 3 lb uplift at joint 3, 227 lb uplift at joint 2 and 15 lb uplift at joint 4. September 14,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7M rev.5/19/2020 BEFORE USE. Design valid for use only with M7i ek® 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 ANSI77P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 3311 WATERSTONE T21298006 2000_A_ELEVATION_COR— 1C JACK -OPEN 2 1 Job Reference (optional) ouuuers nrstouurce [runt Uay, I-L), Mani L.11y, rL-.5600I, 6.Z4U S mar S ZUZU mi I eK maustnes, Inc. mon Jep 14 1b:4b:Ub ZUZU rage 1 ID:hKY1 epgFiDwfFyJCybTuLLyv92?-m6FmEVm51MNZKGj3o3GuDajxdNvzLF5FgCD4YzydgGh -1.4-0 0-11-4 ' 1-4-0 0-11-4 Ill LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 5 >999 240 TCDL 7.0 LumberDOL 1.25 BC 0.22 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-74(LC 1), 2=-449(LC 12), 4=-99(LC 1) Max Grav 3=125(LC 12), 2=313(LC 1), 4=172(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.6 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. 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=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 74 lb uplift at joint 3, 449 lb uplift at joint 2 and 99 lb uplift at joint 4. September 14,2020 ® 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 MTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3311 WATERSTONE T21298007 2000_A_ELEVATION_COR- 1P JACK -OPEN 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:06 2020 Page 1 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-m6FmEVm51MNZKGj3o3GuDaju7NxLLF5FgCD4YzydgGh -1-4-0 0-11-4 , 1-4-0 0-11-4 Scale = 1:7.6 0-11-4 0.11.4 i Plate Offsets (X,Y)- [2:0-4-4 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 nla n/a BCDL 10.0 Code FBC2017rrP12014 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 puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-6(LC 9), 2=-246(LC 12), 4=-23(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 6 lb uplift at joint 3, 246 lb uplift at joint 2 and 23 lb uplift at joint 4. September 14,2020 ® 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 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 ANS117P11 Quality Criteria, DSB-89 and BCS1 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 3311 WATERSTONE T21298008 2000_A_ELEVATION_COR— C1S JACK -OPEN 1 1 Job Reference (optional) tsuuaers rlrsiaource kmant tny, M), mant cny, rL-68001, 0 ADEQUATE SUPPORT REQUIRED. 2x4 = 0.Z4U s Mary ZUZU MI t eK Inausmes, Inc. Mon Sep 14 10:40:UI ZUZU rage 1 ID:m Mq1 pKn MQsfOZioRmROHYCzMW VQ-Flp9Rgnj3gVQyQIGMmn7moG9kn IU4i L03szd5PydgGg 0-11-4 0-114 0-114 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 6 >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 FBC2017rrP12014 Matrix -MP LUMBER- BRACING - Scale = 1:6.9 PLATES GRIP MT20 244/190 Weight: 3 lb FT = 20 TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=29(LC 12) Max Uplift 1=-11(LC 12), 2=-20(LC 12), 3=-8(LC 12) Max Gram 1=35(LC 17), 2=22(LC 17). 3=17(LC 17) 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift atjoint 1, 20 lb uplift at joint 2 and 8 lb uplift at joint 3. September 14,2020 ® 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 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 properlyincorporate 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 MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIf]PIf 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, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 33/1 WATERSTONE T21298009 2000_A_ELEVATION_COR- 1V Jack -Open Truss 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:45:08 2020 Page 1 ID:20VQZHing7xgG5M9NmJalQz3Stx jUMXfAoLgzdHaatSwTIMI?pEdBdpp9aYlWiBdsydgGf i -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 I Plate Offsets (X,Y)— [2:0-0-14,Edge) LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 TCDL 7.0 LumberDOL 1.25 BC 0.07 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 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-4(LC 9), 2=-211(LC 12), 4=-14(LC 1) Max Grav 3=18(LC 12), 2=158(LC 1), 4=41(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.00 7 >999 240 MT20 244/190 Vert(CT) 0.00 7 >999 180 Horz(CT) 0.00 2 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; 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 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 4 lb uplift atjoint 3, 211 lb uplift atjoint 2 and 14 lb uplift at joint 4. September 14,2020 ® 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 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 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 ANS/?PIi 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 Qly Ply LOT 33/1 WATERSTONE T21298010 2000_A_ELEVATI0N_C0R- C3 Jack -Open 11 1 Job Reference (optional) t7Ullaers mrs[source (rlant Uty, t-L), mant t ny, M-33bbi, d.z4U s Mar 9 zuzu MI IeK maustnes, Inc. Mon bep 14 itx4b:u8 zuzu rage 1 ID:20VQZHln97x9G5M9NmJalQz3Stx jUMXfAoLgzdHaatSwTIMI?pEdBdQp9aYIWiBdsydgGf -1-4-0 2-11-4 1-4-0 2-11-4 III LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.00 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.10 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 FBC2017rrPI2014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=152(LC 12) Max Uplift 3=-62(LC 12), 2=-183(LC 12) Max Grav 3=70(LC 17). 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:12.7 PLATES GRIP MT20 24.4/190 Weight: 12 lb FT = 20% Structural wood sheathing directly applied or 2-11-4 cc pur ins. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=4ft; Cat. II; Exp C; 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 2) This truss has been designed fora 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 62 lb uplift at joint 3 and 183 lb uplift at joint 2. September 14,2020 ®WARNING - Verify deslgn 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 MTeW 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 building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing f VliTek• 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/71`11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformatfon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3311 WATERSTONE T21298011 2000_A_ELEVATION_COR— C3P JACK -OPEN 4 1 Job Reference o tional tsunaers t-irstsource triant uty, t-Lj, Piant t;lty, I-L - 33bbt, 8.24U s Mar 9 2UZU MI I eK Inaustnes, Inc. noon Sep 14 15:45:U9 2UZU Page 1 I D:oHYiRCdpcl quXgUg6?i PJRzdjlT-Bhwvs Wo_aHl7BkSeTBpbrDLPMbxWYbghWASk9lydgGe -1-4-0 2-11-4 • 1-4-0 2-11-4 I r2 N N 1 Scale=1:12.7 2-11-4 2-11-4 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 0.38 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17). 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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=6.Opsf; h=25ft; B=45ft; L=4011; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 73 lb uplift at joint 3, 245 lb uplift at joint 2 and 45 lb uplift at joint 4. September 14,2020 ® WARNING - Verify design parametersand 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 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 ANSWPI1 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 Truss Truss Type City Ply LOT 33/1 WATERSTONE T21298012 12Job 000_A_ELEVATION_COR— 3S JACK -OPEN 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:45:10 2020 Page 1 ID:mMgl pKnMQsfOZioRmROHYCzMWVQ-ftUH3spcLbt_pul r1 uKgOQuek?IpH24dgBHhkydgGd 2-11-4 2-11-4 Scale: 1 "=1' 2x4 = s ADEQUATE SUPPORT REQUIRED. 2-11 4 2-11-4 Plate Offsets (X,Y)— (1:Edge,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 3-6 >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: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=89(LC 12) Max Uplift 1=-36(LC 12), 2=-77(LC 12), 3=-6(LC 12) Max Grav 1=108(LC 17), 2=78(LC 17), 3=51(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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 1, 77 lb uplift at joint 2 and 6 lb uplift at joint 3. September 14,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IAII-7473 rev. 51IM020 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/1TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3311 WATERSTONE T21298013 2000_A_ELEVATION_COR- C3V Jack -Open Truss 4 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:10 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-ftUH3spcLbt_pul r1 uKgOQua6?JhH24rlgBHhkydg Gd -1-4-0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 Plate Offsets (X,Y)- (2:0-0-15 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-67(LC 12), 2=-174(LC 12) Max Grav 3=72(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and farces & 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 ANSIITPI 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 67 lb uplift at joint 3 and 174 lb uplift at joint 2. September 14,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IAII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply LOT 3311 WATERSTONE T21298014 2000_A_ELEVATION_COR— CS Jack -Open 7 1 Jab Reference (optional) mulluers rlrs Louurce trnam 'Illy, rLl, maul uny, rL - SJ00 r, 0.Z'1U s mar U dUZU ml t eK inuuslnes, Inc. mon aep 1,4-i0:90: I i Zulu rage l ID:20VQZH In97x9G5M9NmJaIQZ3Stx-732fHCgE6u?rR2cl bcs3weRjSOaFOVK_UxrEBydgGc -1-4-0 4-11.4 1-4-0 4-11-4 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.06 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:17.6 PLATES GRIP MT20 2441190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 4-10-8 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 128 lb uplift at joint 3 and 196 lb uplift at joint 2. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 mv.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/TPif Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/nformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3311 WATERSTONE T21298015 2000_A_ELEVATION_COR— 5P Jack -Open 4 1 Job Reference (optional) ounucia nmwuw ue kr n " ­y, r'l, rreur "ty, "- 0000r, 6.L4U 5 Mar 5 LULU MI I eK Inausine5, Inc. Mon oep l4 LULU rage I ID:oHYiRCdpcl quXgUg67i PJ RzdjtT-bGcl UYrstC7i2BBD9JN ITrzgGogLlya7D8gOmdydgGb 4-11-4 4-11-4 Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.16 4-7 >361 246 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) 0.15 4-7 >402 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 18 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-145(LC 12), 2=-300(LC 12), 4=-81(LC 12) Max Grav 3=120(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.OpsF h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 4-10-8 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 145 lb uplift at joint 3, 300 lb uplift at joint 2 and 81 lb uplift at joint 4. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED Mn'EK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTeW 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 Aek• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IiT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criterla, 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 Jab Truss Truss Type Qty Ply LOT 3311 WATERSTONE T21298016 2000_A_ELEVATION_COR— 5S JACK -OPEN 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:12 2020 Page 1 ID:mMgl pKnMQsfOZioRmROHYCzMWVQ-bGcl UYrstC7i2BBD9JNITrzvlouWlya7DBgOmdydgGb 4-11-4 4-11-4 ADEQUATE 3x4 = SUPPORT REQUIRED. 4-11-4 4-11-4 Plate Offsets (X,Y)-- [1:0-1-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 TCDL 7.0 LumberDOL 1.25 BC 0.47 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rrP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=151(LC 12) Max Uplift 1=-63(LC 12), 2=-138(LC 12), 3=-3(LC 12) Max Grav 1=184(LC 17), 2=137(LC 17), 3=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:16.9 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.07 3-6 >869 240 MT20 244/190 Vert(CT) -0.05 3-6 >999 180 Horz(CT) -0.00 2 n/a n/a Weight: 16 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 4-10-8 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 1, 138 lb uplift at joint 2 and 3 lb uplift at joint 3. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with 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 ANS11TPlf 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 33/1 WATERSTONE T21298017 2000_A_ELEVATI0N_C0R— C5V Jack -Open Truss 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, SX4 i 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:13 2020 Page 1 ID:2OVQZHln97x9G5M9NmJalQz3Stx-3SAQiusUeWFZgLIPil uX?3W29CErUPgHRoQxl3ydgGa 4-11-4 4-11-4 Scale = 1:17.6 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 0.59 Vert(LL) 0.07 4-7 >888 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.46 Vert(CT) -0.06 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/TP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-133(LC 12), 2=-189(LC 12) Max Grav 3=134(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 4-10-8 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 ANSITTPI 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 133 lb uplift at joint 3 and 189 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 mv.5119/2020 BEFORE USE. Design valid for use only with MT&O 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 1 V I 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 ANS117PI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 33/1 WATERSTONE T21298018 2000-A-ELEVATION-COR-1 D01 Hip Girder 1 1 Job Reference (optional) ouimers rlrsioource triant Lacy, t-Li, mant Lary, rL - 06001, S.Z4U s Mar a ZUZU MI I eK Inoustries, inc. Mon bep 14 10:40:10 Zulu rage 1 ID:mMq 1 pKnMQsfOZioRm ROHYCzM W VQ-OrHA7alkA7VHvfvogSw74UbLEOgCy6kav5v2NyydgGY i -1-4-0 7-0-0 13-6-0 20-0-0 27-0-0 284-0 1-4-0 ' 7-0-0 6-6-0 6-6-0 7-0-0 1-4-0 Scale=1:48.6 NAILED Special NAILED 5x8 = Special NAILED NAILED 3x6 II NAILED NAILED 5x8 = 3 17 18 194 20 21 22 5 4x6 = 2x4 II NAILED NAILED 5x8 —_ NAILED NAILED 2x4 II 46 — Special NAILED Special NAILED 7-0-0 6-6-0 6-6-0 7-0-0 Plate Offsets (X,Y)-- [3:0-5-8 0-2-41 [5:0-5-8 0-2-41,[9:0-4-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.35 9 >937 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.85 Vert(CT) -0.42 8-9 >779 180 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.13 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 123 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc pudins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-3-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=172(LC 7) Max Uplift 2=-1396(LC 8), 6=-1396(LC 8) Max Grav 2=2135(LC 1), 6=2135(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4117/2539, 3-4=-4769/3083, 4-5=-4769/3083, 5-6=-4117/2539 BOT'CHORD 2-10=-2077/3611, 9-10=-2080/3635, 8-9=-2080/3635, 6-8=-2077/3611 WEBS 3-10=-70/696, 3-9=-879/1374, 4-9=-899/996, 5-9=-879/1374, 5-8=-70/696 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1396 lb uplift at joint 2 and 1396 lb uplift at joint 6. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 213 lb down and 408 lb up at 7-0-0, and 213 lb down and 408 lb up at 20-0-0 on top chord, and 371 lb down and 174 lb up at 7-0-0, and 371 lb down and 174 lb up at 19-11-4 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, 3-5=-54, 5-7=-54, 11-14=-20 Concentrated Loads (lb) Vert: 3=-166(F) 5=-166(F) 10=-371(F) 8=-371(F) 17=-117(F) 18=-117(F) 19=-117(F) 20=-117(F) 21=-117(F) 22=-117(F) 23=-59(F) 24=-59(F) 25=-59(F) 26=-59(F) 27=-59(F) 28=-59(F) September 14,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTekrJ 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 designparameters 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 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 ANS11TP/f 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, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3311 WATERSTONE T21298019 2000_A_ELEVATION_COR- D02 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:16 2020 Page 1 ID:mMq 1 pKnMQsfOZioRm ROHYCzMW VQ-U 1 rYKvuNxRd8XpU_09REdh8Z2PBghjEj71ecvOydgGX 1-1-4-0 6-3-6 9-0-0 13.6-0 18-0-0 20.8-10 27-M 1-4-0 6-3-6 2-8-10 4-6.0 4-6-0 2-8-10 6-3-6 4x6 = 3x4 = 20 21 5 22 4x6 = Scale: 1/4"=l' 3x6 = 3x8 = 3x4 = 3x8 = 3x6 = 27-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.17 9-14 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.78 Vert(CT) -0.31 9-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 128 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 2=0-8-0 Max Horz 2=207(LC 11) Max Uplift 8=-559(LC 12), 2=-680(LC 12) Max Grav 8=997(LC 1), 2=1073(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1755/1372, 3-4=-1550/1254, 4-5=-1353/1167, 5-6=-1358/1155, 6-7=-155611242, 7-8=-1764/1363 BOT CHORD 2-11 =-1 130/1533, 9-11=-989/1488, 8-9=-1103/1544 WEBS 3-11=-338/444, 4-11=-381/536, 5-11=-278/290, 5-9=-274/272, 6-9=-383/542, 7-9=-349/453 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=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Extedor(2) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 18-0-0, Exterior(2) 18-0-0 to 23-7-14, Intedor(1) 23-7-14 to 27-0-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 559 lb uplift at joint 8 and 680 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 ®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 " iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety /nformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 33/1 WATERSTONE T21298020 2000—A_ELEVATION_COR— D03A HIP GIRDER 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.24U s Mar 9 2UZU Mi I eK Industries, Inc. Mon Sep 14 15:45:18 ZUZU Page 1 ID:20VQZH In97x9G5M9NmJalQZ3Stx-QQzJlbvdT2tsn7eNVaUii6Dr3Duu9R70b37izHydg GV 5-0-1 9-9-0 i 13-6-0 17-3-0 21-11-15 27-0-0 i 5-0-1 4-9-0 3-9-0 3-9-0 4-9-0 5-0-1 M �I 5x8 = 3x4 = 6x8 = 22 4 23 5 Scale = 1:47.4 5x12 i HTU26 2x4 11 4x10 MT20HS = 3x4 = HTU26-2 7x10 = HTU26 3x8 11 HTU26 6x12 MT20HS 1 HTU26 6x8 = HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 5-0-1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress incr NO Code FBC2017ITP12014 CSI. TIC 0.77 BC 0.66 WB 0.96 Matrix -MS DEFL. in Vert(LL) 0.32 Vert(CT) -0.37 Horz(CT) 0.11 (loc) 1/clef! L/d 8-9 >998 240 8-9 >864 180 7 n/a n/a PLATES MT20 MT20HS Weight: 373 lb GRIP 244/190 187/143 FT = 20 LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-3 cc puriins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-2-13 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1=195(LC 7) Max Uplift 1=-3733(LC 8), 7=-5389(LC 8) Max Grav 1=5912(LC 1), 7=9142(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12567/8027, 2-3=-10758/6742, 3-4=-10807/6701, 4-5=-10987/6719, 5-6=-12143/7332, 6-7=-16212/9610 BOT CHORD 1-13=-7056/11149, 12-13=-7056/11149, 10-12=-5876/9692, 9-10=-6407/10807, 8-9=-8532/14501,7-8=-8532/14501 WEBS 2-13=-1034/1475, 2-12=-1727/1380, 3-12=-2027/3009, 3-10=-903/2020, 4-10=-484/138, 4-9=-293/651, 5-9=-2982/5061, 6-9=-4081/2442, 6-8=-1804/3314 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3733 lb uplift at joint 1 and 5389 Ib uplift at joint 7. 10) Use Simpson Strong -Tie HTU26 (20-1 Old Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 5-11-11 cc max. starting at 2-5-1 from the left end to 14-3-4 to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong -Tie HTU26-2 (20-1 Od Girder, 14-1 Od Truss, Single Ply Girder) or equivalent at 15-10-0 from the left end to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong -Tie HTU26 (20-10d Girder, 14-10dxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 cc max. starting at 17-9-4 from the left end to 25-9-4 to connect truss(es) to bac0ace of bottom chord. ll tReidldt&jb$ S where hanger is in contact with lumber SPntPmht-r 14_209f1 ® WARNING - Verify design pammeters 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 �A/� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and perKWIC bracing WIC Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saletylnlonnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job russ Truss Type Qty Ply LOT 33/1 WATERSTONE T21298020 2000_A_ELEVATION_COR— DOA HIP GIRDER 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:18 2020 Page 2 ID:20VQZH In97x9G5M9NmJalQz3Stx-QQzJlbvdT2tsn7eNVaUii6Dr3Duu9R?Ob37izHydgGV NOTES- 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1484 lb down and 1214 lb up at 6-4-12, and 782 lb down and 549 Ib up at 8-4-12 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: 3-16=-54, 3-5=-54, 5-20=-54, 1-7=-20 Concentrated Loads (lb) Vert: 8=-1409(B) 19=-1409(B) 24=-86(B) 25=-160(B) 26=-1484 27=-782 28=-708(8)29=-708(B)30=-708(B)31=-1412(B)32=-1413(B)33=-1413(B)34=-1409(B) ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 ANSIyrPN 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 33/1 WATERSTONE T21298021 2000_A_ELEVATION_COR- E2A JACK -OPEN STRUCTURAL 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:19 2020 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-ucXhyxwFEM?jOGDZ3H?xFKm9LdOhu7J9gjtGWjydgGU 2-0-0 Scale = 1:10.3 2-0-0 2-0-0 Plate Offsets (X,Y)- (2:0-1-4,0-0-2) 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 0.22 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-6-0, 4=Mechanical, 3=Mechanical Max Harz 2=124(LC 12) Max Uplift 2=-229(LC 12), 4=-28(LC 9), 3=-38(LC 12) Max Grav 2=170(LC 1), 4=31(LC 3), 3=35(LC 17) 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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) 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 ANSUTPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. -7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 2, 28 lb uplift at joint 4 and 38 lb uplift at joint 3. September 14,2020 ®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 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/71`11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnformatron available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3311 WATERSTONE T21298022 2000_A_ELEVATION_COR— E5 JACK -OPEN 3 1 Job Reference o tional ounuers rlrsiouurce triant uny, r-Ll, rlani L ny, rL - 33a0I, 8.Z4U s mar u /uzu mi I eK maustrleS, Inc. mon Sep 14 1a:4a:1y zuzu rage 1 ID:20VQZH In97x9G5M9NmJalQZ3Stx-ucXhyxwFEM?jOGDZ3H?xFKm4Cd Iwu7J9gjtGWjydgG U -1-4-0 5-0-0 5-0-0 1 3x4 = Scale=1:17.8 5-0-0 5-0-0 Plate Offsets (X,Y)— f2:0-1-4 0-0-21 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.06 4-7 >974 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.06 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 -AS Weight: 18 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=216(LC 12) Max Uplift 3=-130(LC 12), 2=-196(LC 12) Max Grav 3=134(LC 17), 2=264(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=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 130 lb uplift at joint 3 and 196 lb uplift at joint 2. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. No ' :9639' id47ampa F� 33619;! September 14,2020 ® 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 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 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 ANS11TPH 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 Type Qty Ply LOT 33/1 WATERSTONE Truss T21298023 2000_A_ELEVATION_COR— Jack -Open 12 1 Job Reference o floral tsuuaers rlrstaource (runt any, r-L), ream ury, rL - C6001, d.z4U s Mar k) zuzU MI I eK Inaustrle3, Inc. Man Jep l4 10:40:zu zuzu rage 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-Mo53AHxt?f8aOQomd? WAnXIAN1 Y6daZJ2Ncp29ydgGT -11-0 7-0-0 1-4-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.21 4-7 >399 240 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.19 4-7 >432 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-195(LC 12), 2=-217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:22.6 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 195 lb uplift at joint 3 and 217 lb uplift at joint 2. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ��' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 33/1 WATERSTONE T21298024 2000 A ELEVATION COR— E7P JACK -OPEN 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:45:21 2020 Page 1 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-q_fRNdyVmzGReaNyAi 1 PKIrMxQumM1 oSH1 MNacydgGS -1-4-0 7-0-0 1-4-0 7-0-0 2 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.2 Scale=1:22.6 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.79 Vert(LL) 0.21 4-6 >388 240 MT20 244/190 BC 0.78 Vert(CT) 0.19 4-6 >439 180 WB 0.00 Horz(CT) -0.00 4 n/a n/a Matrix -AS Weight: 30 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=280(LC 12) Max Uplift 3=-189(LC 12), 2=-367(LC 12), 4=-144(LC 12) Max Grav 3=163(LC 17), 2=336(LC 1), 4=138(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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 6-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 189 lb uplift at joint 3, 367 lb uplift at joint 2 and 144 lb uplift at joint 4. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I-7473 rev. 5/10/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlf 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 33/1 WATERSTONE T21298025 2000_A_ELEVATION_COR- E7V Jack -Open Truss 14 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:45:21 2020 Page 1 ID:20VQZHIn97x9G5M9NmJaIQz3Stx-q_fRNdyVmzGReaNyAi1 PKIrNDQwFMOSSHI MNacydgGS -1-4-0 4-3-9 7-0-0 4-3-9 2-8-7 2 3x6 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 Scale = 1:22.6 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.71 Vert(LL) 0.34 6-9 >244 240 MT20 244/190 BC 0.69 Vert(CT) 0.28 6-9 >301 180 WB 0.09 Horz(CT) -0.03 4 n/a n/a Matrix -AS Weight: 26 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Hors 2=278(LC 12) Max Uplift 4=-130(LC 12), 2=-21O(LC 12), 5=-63(LC 12) Max Grav 4=155(LC 17), 2=336(LC 1), 5=128(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-274/94 WEBS 3-6=-89/292 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 ANSUTPI 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 130 lb uplift at joint 4, 210 lb uplift at joint 2 and 63 lb uplift at joint 5. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,20.20 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Nil-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 pp p� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVI �Tek' is always required for stability and to prevent collapse with possible personalinjuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 33/1 WATERSTONE T21298026 2000-A-ELEVATION-COR-EG01S Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Man Sep 1415:45:23 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQZ3Stx-nNmCoJzmHa W8tu W K173tPAwl MEZ7gsAlkLrTfUydgGQ -1-4-0 3-9-4 7-0-0 9.10-0 12-8-0 15-10-12 19-8-0 1-4-0 3-9-4 3-2-12 2-10-0 2-10-0 3-2-12 3-9.4 4x6 = 3x4 = 17 5 18 19 4x6 = Scale = 1:35.2 3x4 = 3x8 = 5x8 = 3x4 = 19-8-0 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr NO Code FBC2017(rP12014 CSI. TC 0.61 BC 0.85 WB 0.33 Matrix -MS DEFL. in Vert(LL) 0.23 Vert(CT) -0.24 Horz(CT) -0.08 (loc) I/deft Ud 9-10 >999 240 9-10 >999 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 96 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=166(LC 7) Max Uplift 8=-1097(LC 8), 2=-1194(LC 8) Max Grav 8=1433(LC 1), 2=1504(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2817/2188, 3-4=-2639/2097, 4-5=-2359/1941, 5-6=-2347/1985, 6-7=-2666/2174, 7-8=-2837/2274 BOT CHORD 2-10=-1869/2481, 9-1 0=-1 906/2486, 8-9=-1953/2510 WEBS 3-10=-289/198, 4-10=-545/849, 5-10=-255/304, 5-9=-271/283, 6-9=-503/863, 7-9=-298/222 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=6.0psf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. .4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10971b uplift at joint 8 and 1194 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 Ito down and 344 lb up at 7-0-0, 112 lb down and 195 lb up at 9-0-12, and 112 lb down and 195 lb up at 10-7-4, and 190 lb down and 344 lb up at 12-8-0 on top chord, and 386 lb down and 279 lb up at 7-0-0, 84 lb down and 28 lb up at 9-0-12, and 84 lb down and 28 lb up at 10-7-4, and 386 lb down and 279 lb up at 12-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 6-8=-54, 11-14=-20 September 14,2020 'ontinued on page 2 A 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 WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3311 WATERSTONE T21298026 2000—A—ELEVATION—COR-1 G01S Hip 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. Mon Sep 1415:45:23 2020 Page 2 ID:20VQZH ln97x9G5M9NmJaIQZ3Stx-nNm CoJzmHaW8tuW KI73tPAwIMEZ7gsAlkLrTfUydgGQ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-143(B) 6=-143(B) 9=-386(B) 10=-386(B) 17=-112(B) 18=-112(B) 20=-63(B) 21=-63(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 /q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VliTek* 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 ANS117P11 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 3311 WATERSTONE T21298027 2000_A_ELEVATION_COR— 02S Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:24 2020 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-FZKa?f 02ue?V25Xsra6yNTuuex2ZMbuz?a1BwydgGP -14-0 6-3-3 9-0-0 10-8-0 , 13-4-13 19.8-0 1-4-0 6-3-3 ' 2-8-12 1-8-0 2-8-13 6-3-3 a 46 = 4x6 = Scale = 1:36.0 3x6 = 4x6 =3x4 = 3x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 TCDL 7.0 Lumber DOL 1.25 BC 0.68 BCLL 0.0 Rep Stress Incr YES WB 0.19 BCDL 10.0 Code FBC2017rrPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=207(LC 11) Max Uplift 7=-405(LC 12), 2=-529(LC 12) Max Grav 7=725(LC 1), 2=802(LC 1) 19-8-0 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.18 8-13 >999 240 MT20 244/190 Vert(CT) -0.30 8-13 >780 180 Horz(CT) 0.03 7 n/a n/a Weight: 89 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1163/1135, 3-4=-951/1006, 4-5=-805/937, 5-6=-953/1033, 6-7=-1169/1209 BOT CHORD 2-10=-853/1018, 8-10=-501/805, 7-8=-869/1014 WEBS 3-10=-377/525, 4-10=-339/357, 5-8=-449/371,6-8=-389/638 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Extedor(2) 2-8-0 to 19-8-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 405 lb uplift at joint 7 and 529 lb uplift at joint 2. $) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. .September 14,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANS11TPN 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 3311 WATERSTONE T21298028 2000_A_ELEVATION_COR- 03S Common 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:24 2020 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-FZKa?f 02ue?V25Xsra6yNTvHeu5ZKBuz?alBwydgGP 5-5.5 9-10-0 14-2-11 19-3-8 1 -8- 5-5-5 4-4-11 4-4-11 5-0-13 0-4- O 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ` BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 4x6 = 5x6 O 5x8 = Scale = 1:37.4 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.16 6-9 >999 240 MT20 244/190 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.32 6-10 >729 180 Rep Stress Incr YES WB 0.28 Horz(CT) 0.03 5 n/a n/a Code FBC2017/TPI2014 Matrix -AS Weight: 84 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Horz 1=-203(LC 10) Max Uplift 1=-410(LC 12), 5=-410(LC 12) Max Grav 1=728(LC 1), 5=728(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-2=-1216/1521, 2-3=-927/1184, 3-4=-926/1183, 4-5=-1215/1521 BOT CHORD 1-6=-1191/1094, 5-6=-1194/1065 WEBS 3-6=-591/576, 4-6=-404/682, 2-6=-405/682 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-0-0 to 4-0-0, Exterior(2) 4-0-0 to 9-10-0, Comer(3) 9-10-0 to 13-10-0, Exterior(2) 13-10-0 to 19-8-0 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. .5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 410 lb uplift at joint 1 and 410 lb uplift at joint 5. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 ® 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 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/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, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3311 WATERSTONE T21298029 2000—A—ELEVATION—COR-1 G05S Common 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:25 2020 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx jmuyD—?OpBms6BgjPY6LUbO412EKInR2CfKajNydgGO 5-5-5 9-10-0 14-2-11 19-3-8 5-5-5 4-4-11' 4.4-11 5-0-13 0-4- Scale = 1:37.4 46 = R 3x6 = 5x8 = I� 0 9-10-0 19-3-8 19-8-P 9-10-0 9-5-8 I. Plate Offsets (X,Y)- [1:0-6-0,0-0-2j, [5:Edge,0-1-12j, [6:0-4-0,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.16 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.32 6-10 >729 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 84 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Horz 1=-203(LC 10) Max Uplift 1=-410(LC 12), 5=-410(LC 12) Max Grav 1=728(LC 1), 5=728(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1216/1521, 2-3=-927/1184, 3-4=-926/1183, 4-5=-121511521 BOT CHORD 1-6=-1191/1094, 5-6=-1194/1065 WEBS 3-6=-591/576, 4-6=-404/682, 2-6=-405/682 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-0-0 to 4-0-0, Exterior(2) 4-0-0 to 9-10-0, Comer(3) 9-10-0 to 13-10-0, Exterior(2) 13-10-0 to 19-8-0 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 410 lb uplift at joint 1 and 410 lb uplift at joint 5. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, 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/TPI1 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 3311 WATERSTONE T21298030 2000-A-ELEVATION-COR-1 H2 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:26 2020 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-BySKQKOeaVujkLFvzFda1 oYJpRhal 12BRJ37GpydgGN -1-10-10 2-9-3 1-10-10 2-9-3 Scale = 1:10.1 0-7-0 2-9-3 0-7-0 2-2-3 Plate Offsets (X,Y)-- [2:0-1-12,0-1-01 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 0.40 Vert(LL) 0.04 5 >789 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.42 Vert(CT) 0.04 5 >863 180 BCLL 0.0 Rep Stress ]nor NO WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-5-11, 4=Mechanical Max Horz 2=122(LC 8) Max Uplift 3=-64(LC 17), 2=-456(LC 8), 4=-85(LC 17) Max Grav 3=124(LC 24), 2=413(LC 28), 4=159(LC 24) 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 64 lb uplift atjoint 3, 456 lb uplift at joint 2 and 85 lb uplift at joint 4. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 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: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 9=39(B) 1 0=51 (B) September 14,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6119/2020 BEFORE USE. Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply LOT 33l1 WATERSTONE T21298031 2000_A_ELEVATION_COR— HS Diagonal Hip Girder 2 1 Jab Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:45:27 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-f8OiegOGLpOaMVg6Xz8paO5Plr?YmIHLfzphoFydg GM -1-10-10 3-9-6 5-3-6 7-0-14 1-10-10 3-9-6 1-6-0 1-9-8 Scale = 1:17.4 7-0-14 7-0-14 Plate Offsets (X,Y)-- [2:0-2-11,0-0-3) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.18 4-7 >455 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.29 4-7 >293 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 25 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=216(LC 24) Max Uplift 3=-145(LC 8), 2=-189(LC 8) Max Gram 3=170(LC 28), 2=379(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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 3 and 189 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 119 lb down and 61 lb up at 1-5-12, 119 lb down and 61 lb up at 1-5-12, and 123 lb down and 85 lb up at 4-3-11, and 123 lb down and 85 lb up at 4-3-11 on top chord, and 55 lb down and 16 lb up at 1-5-12, 55 lb down and 16 lb up at 1-5-12, and 18 lb down at 4-3-11, and 18 lb down at 4-3-11 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: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 11=-1O(F=-5, B=-5) September 14,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 mv. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall AA building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 33/1 WATERSTONE T21298032 2000_A_ELEVATION_COR- H7 DIAGONAL HIP GIRDER 4 1 Job Reference (optional) tiunaers I-Irsta'OUrce (F iam Uity, FL), F'lant Glty, FL - 33b87, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:28 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-7La5r01 u668RzfPl5gf26DeaaFG2V6VUudYEKiydgGL -1-10-10 5-2-5 6-10-10 9-10-13 ' 1-10-10 ' 5-2-5 1-8-5 3-0-3 Scale = 1:22.0 3x4 = 9-10-13 9-10-13 Plate Offsets (X,Y)-- f2:0-1-11,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.28 6-9 >424 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.57 6-9 >205 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 41 Ito FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-9-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-159(LC 8), 2=-341(LC 8). 6=-159(LC 8) Max Grav 4=108(LC 1), 2=528(LC 1), 6=383(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-703/416 BOT CHORD 2-6=-482/628 WEBS 3-6=-678/521 NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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 159 lb uplift at joint 4, 341 lb uplift at joint 2 and 159 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 35 lb up at 1-5-12, 119 lb dawn and 61 lb up at 1-5-12, 127 lb down and 101 lb up at 4-3-11, 123 lb down and 85 lb up at 4-3-11, and 165 lb down and 169 lb up at 7-1-10, and 163 lb down and 159 lb up at 7-1-10 on tap chord, and 7 lb dawn and 13 lb up at 1-5-12, 55 lb down and 16 lb up at 1-5-12, 18 lb down and 23 lb up at 4-3-11„ 18 lb dawn at 4-3-11, and 39 lb down and 31 lb up at 7-1-10, and 371b down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 11=-1(F) 12=-80(F=-42, B=-37) 13=-7(F) 14=-16(F=-11, B=-5) 15=-62(F=-33, B=-28) September 14,2020 ® 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 MTek0 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 ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 33/1 WATERSTONE T21298033 2000-A-ELEVATION-COR-E H7P DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-10-10 5-2-5 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:29 2020 Page 1 ID:20VQZH 1n97x9G5M9NmJalQZ3Stx-bX8T3M2WtQGlbp_UeOAHfRAlzfiW Ea7e7Hlos8ydgGK 1-8-5 3-0-3 3x4 = Scale=1:22.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.44 6-9 >270 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.50 6-9 >234 180 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 41 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural woad sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 9-7-14 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-141(LC 8); 2=-454(LC 8), 6=-335(LC 8) Max Grav 4=109(LC 1), 2=515(LC 1). 6=349(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6001486 BOT.CHORD 2-6=-579/564 WEBS 3-6=-6091625 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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 141 Ito uplift at joint 4, 454 lb uplift at joint 2 and 335 Ito uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 12 lb up at 1-5-12, 75 Ito down and 12 Ito up at 1-5-12, 5 lb down and 85 lb up at 4-3-11, 5 lb down and 85 lb up at 4-3-11, and 37 lb down and 159 lb up at 7-1-10, and 37 lb down and 159 Ito up at 7-1-10 on top chord, and 11 lb up at 1-5-12, 11 lb up at 1-5-12, 5 Ito down at 4-3-11, 5 lb down at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 12=-75(F=-37, B=-37) 14=-10(F=-5, B=-5) 15=-57(F=-28, B=-28) September 14,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vent' 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 ANSI1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3311 WATERSTONE T21298034 2000_A_ELEVATION_COR- H7V Diagonal Hip Girder 2 1 Job Reference (optional) ruswuwca trndnt i iy, raj, runt L'ay, M-aaoot, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:30 2020 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-3jhrGi39ek09DzZhC5hWBejyy3?2z?anMx1 LPaydgGJ -1-10-10 5-4-1 9-10-13 1-10-10 5-4-1 4-6-11 Scale = 1:22.6 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP' TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.64 Vert(CT) -0.12 6-7 >960 180 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 41lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-0 Gc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 2=0-8-0 Max Horz 2=336(LC 8) Max Uplift 4=-276(LC 8), 5=-142(LC 8), 2=-269(LC 8) Max Grav 4=289(LC 13), 5=377(LC 13), 2=412(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1159/502 BOT CHORD 2-7=-727/1151, 6-7=-739/1156 WEBS 3-7=0/252, 3-6=-1137/722 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. Il; Exp C; 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) 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 to bearing plate capable of withstanding 276 lb uplift at joint 4, 142 lb uplift at joint 5 and 269 lb uplift at joint 2. 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: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-134(F=-40, 13=40), 8=0(F=10. B=1 0)-to-5=-49(F=-1 5, B=-15) September 14,2020 ®WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1012020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfrPl1 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, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 33/1 WATERSTONE T21298035 2000_A_ELEVATION_COR- K01 HIP GIRDER 1 1 Job Reference (optional) 1 �a rce (mant t;lty, F-L), F'lant city, I-L - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:31 2020 Page 1 I D:h KY1 ep9FiDwfFyJCybTuLLyv92?-YwFDU23nP1 WOg68tmpClksGB1 SSjiYrwabnuxOydgGI -0-00 5-11-0 7-11-0 9-3-0 2-0-3-11-0 2-0-0 Special - 5x8 = Special NAILED 4x6 = 19 4 2x4 = ... '' 2-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 5=0-4-0 Max Horz 2=-69(LC 6) Max Uplift 2=-510(LC 8), 5=-510(LC 8) Max Grav 2=360(LC 36), 5=360(LC 37) Scale = 1:19.9 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.31 Vert(LL) 0.02 7-8 >999 240 MT20 244/190 BC 0.17 Vert(CT) 0.02 7-8 >999 180 WB 0.03 Horz(CT) 0.01 5 n/a n/a Matrix -MP Weight: 38 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-502/452, 3-4=-450/404, 4-5=-504/450 BOT CHORD 2-8=-325/544, 7-8=-338/557, 5-7=-330/547 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 510 lb uplift at joint 2 and 510 lb uplift at joint 5. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 238 lb down and 151 lb up at 2-0-0, and 238 lb down and 151 lb up at 5-11-0 on top chord, and 206 lb down and 113 lb up at 2-0-0, and 206 lb down and 113 lb up at 5-10-4 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 (pig Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-14=-20 Concentrated Loads (lb) Vert: 3=33(B) 4=33(B) 8=43(B) 7=43(B) 20=0(B) September 14,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1012020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall n building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1771`I1 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 3311 WATERSTONE T21298036 2000_A_ELEVATION_COR- K02 COMMON SUPPORTED GAB 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 15:45:32 2020 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-O6pbhO4PALetSG13KWk-H3oGVso4R_r4pFWSTTydgGH 1 4-0 3-11-8 7-11-0 9-3-0 1-4-0 3-11-8 3-11-8 1 4-0 46 = 2x4 Scale = 1:19.6 7-11-0 7-5-8 Plate Offsets (X,Y)- [2:0-2-0 Edge] [4:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.64 Vert(LL) 0.01 5 Ink 120 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.16 Vert(CT) 0.02 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 32 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=7-0-0, 4=7-0-0, 6=7-0-0 Max Horz 2=-109(LC 10) Max Uplift 2=-255(LC 12), 4=-255(LC 12), 6=-47(LC 12) Max Grav 2=229(LC 1), 4=232(LC 18), 6=271(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-1741342 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=6.0psf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 3-11-8, Comer(3) 3-11-8 to 7-11-0, Extedor(2) 7-11-0 to 9-3-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 255 lb uplift at joint 2, 255 lb uplift at joint 4 and 47 lb uplift at joint 6. 8) Non Standard bearing condition. Review required. September 14,2020 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 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/TPI1 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 33/1 WATERSTONE T21298037 2000_A_ELEVATION_COR— L01 HIP GIRDER 1 1 Job Reference (optional) tlunaers Firmource (viant L;ny, t-L), Nlant City, F-L - 33b67, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 1415:45:33 2020 Page 1 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-UIN_uj5lxfmk4QHFtEFDpHLOoGyeANFD2vG??vydgGG -1-4-0 5-1-3 7-0-0 10-0-0 13-0-0 15-0-6 20-0-0 21-4-0 1-4-0 5-1-3 1-10-13 3-0-0 3.0-0 2-0-6 4-11-10 Scale = 1:36.9 4x6 = 3x4 = 19 5 20 46 = 3x8 = 3X4 3x8 = 4x6 = 46 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.87 BC 0.90 WB 0.35 Matrix -MS DEFL. in (loc) I/deft Ud Vert(LL) 0.41 10-12 >585 240 Vert(CT) 0.3310-12 >725 180 Horz(CT) -0.11 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 98 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 3-2-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-10-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 8=0-4-0 Max Horz 2=-172(LC 6) Max Uplift 2=-1934(LC 8), 8=-1934(LC 8) Max Grav 2=1516(LC 1), 8=1516(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281813534, 3-4=-2667/3485, 4-5=-2389/3179, 5-6=-2389/3179, 6-7=-2667/3485, 7-8=-2818/3534 BOT CHORD 2-12=-3004/2472, 10-12=-3054/2519, 8-10=-3004/2472 WEBS 4-12=-1229/927, 5-12=-249/275, 5-10=-249/275, 6-1 0=-1 229/928, 3-12=-262/243, 7-10=-263/243 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. :) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1934 lb uplift atjoint 2 and 1934 lb uplift at joint 8. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 lb down and 392 lb up at 7-0-0, 93 lb down and 205 lb up at 9-0-12, and 93 lb down and 205 lb up at 10-11-4, and 179 lb down and 392 lb up at 13-0-0 on top chord, and 397 lb down and 539 lb up at 7-0-0, 98 lb down and 121 lb up at 9-0-12, and 98 lb down and 121 lb up at 10-11-4. and 397 lb down and 539 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 6-9=-54, 13-16=-20 Concentrated Loads (lb) Vert: 4=-132(F) 6=-132(F) 12=-397(F)10=-397(F) 19=-93(F) 20=-93(F) 21=-82(F) 22=-82(F) September 14,2020 ® 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 property Incorporate this design Into the overall q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VI 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 ANSI7TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3311 WATERSTONE T21298038 2000_A_ELEVATION_COR— L02 Hip 1 1 Job Reference (optional) .._,_----- ,. ._... _.,_„ .........y, . ........, , O.4— J 1V 1 u GU Ivu I uK 111—Ulub, IIIG. Iviull oep 14 W:4J:J4 zuzu rage I ID:oHYi RCdpcl quXgUg6?i PJRzdjtT-yVxM636fiyuahasSRxrriSMUuaggK8vpxNGZ?ZYLydgGF 1 4-0 6-3.6 9-0-0 11-0-0 13-8-10 20-0-0 21-0-0 1-4-0 6-3-6 2-8-10 2-0.0 12 6-3-6 6-3-6 4x6 = 46 = 4 5 4x6 = 5x8 WB = 4x6 = 3x4 = 3x4 = 9-0-0 1-0-0 Scale = 1:37.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.52 9-17 >460 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.82 Vert(CT) 0.43 9-17 >552 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) -0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 94 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 4-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 7=0-4-0 Max Horz 2=213(LC 11) Max Uplift 2=-960(LC 12), 7=-960(LC 12) Max Grav 2=812(LC 1), 7=812(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1182/2440, 3-4=-971/2257, 4-5=-823/2042, 5-6=-971/2257, 6-7=-1182/2439 BOT CHORD 2-11=-2027/1023, 9-11 =-1 597/823, 7-9=-2026/1023 WEBS 3-11=-331/668, 4-11=-960/339, 5-9=-959/339, 6-9=-331/668 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=6.0psf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 21-4-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 960 lb uplift at joint 2 and 960 lb uplift at ' joint 7. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Noi 22$39: y&timpa FG 336tQ;1 September 14,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 ANSIITP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 33/1 WATERSTONE T21298039 2000_A—ELEVATION_COR— Vol Valley 1 1 Job Reference (optional) „��,� , „�•���,�� t, ,�,,, �,y, , ��, , ,a,,. ­ y' , .+.+.+ 0.4— s 1 i 1 a tutu rvu r ere uwustries, inc. mon oep i i ia:4a:ao tutu rage I ID:20VQZHln97x9G5M9NmJalQz3Stx-QhVkJP7HTGORJkRe?eHhuiQgc4rTeMU W VD164oydgGE 3-10-0 7.4-0 8-8-0 1-0-0 3-10-0 3-6-0 Scale = 1:21.1 46 = 8 7 6 3x6 11 2x4 11 3x6 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.00 5 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight: 34 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. OTHERS 2x4 SP No.3 REACTIONS. (size) 8=7-4-0, 6=7-4-0, 7=7-4-0 Max Horz 8=-101(LC 10) Max Uplift 8=-236(LC 12), 6=-273(LC 12), 7=-8(LC 12) Max Grav 8=209(LC 21), 6=222(LC 1), 7=233(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-191/696, 2-3=-101/348, 3-4=-107/362, 4-6=-204/761 Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-0 to 3-0-0, Exterior(2) 3-0-0 to 3-10-0, Comer(3) 3-10-0 to 7-10-0, Exterior(2) 7-10-0 to 8-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing: 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 236 lb uplift at joint 8, 273 Ito uplift at joint 6 and 8 lb uplift at joint 7. September 14,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5I19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall p /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV I iTe 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 ANS11TP1/ 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 A r r Job Truss Qty Ply LOT 3311 WATERSTONE TTrussType T21298040 2000_A_ELEVATION_COR- v02 1 1 Job Reference o tional v 6 d 111- ­Y. �� - �����, Zffu s mar a GUGU ml i eK maustries, Inc. mon Jep 14 10:40:36 ZUZU Yage 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-ut36Xl7wEa9lxu0gZMowRvzziTAH NnPgklUfcEydgGD 4-4-8 8-9-0 4-4-8 4-4-8 Scale=1:16.7 4x6 = 2 4 2x4 i 2x4 II 2x4 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 28 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-8-0, 3=8-8-0, 4=8-8-0 Max Horz 1=-77(LC 10) Max Uplift 1=-105(LC 12), 3=-105(LC 12), 4=-103(LC 12) Max Grav 1=139(LC 1), 3=145(LC 18), 4=275(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-182/455 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 1, 105 lb uplift at . joint 3 and 103 lb uplift at joint 4. September 14,2020 ® 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 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 ANSI1TPl1 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 33/1 WATERSTONE T21298041 2000_A_ELEVATION_COR— VO4 GABLE 2 1 Job Reference o tional tsuncers t-Irsv3ource (mant Lary, FL), Plant Lary, t-L - JJSb r, t5.24u s Mar 9 2uzu MI I ek Industries, Inc. Mon Sep 14 15:45:37 2U2U Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-M3dUk58Y tH9Y1bl63J9_7WGGtXK6GmpzXED8gydgGC 2-3-15 2-3-15 Scale = 1:8.6 2 3 2x4 i 2x4 II 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 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 7 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-15 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) 1=2-3-15, 3=2-3-15 Max Horz 1=49(LC 12) Max Uplift 1=-20(LC 12), 3=-45(LC 12) Max Grav 1=58(LC 17), 3=64(LC 17) 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; 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) Gable requires continuous bottom chord bearing. 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 20 lb uplift at joint 1 and 45 lb uplift at joint 3. September 14,2020 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is form 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 Tr ek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the M i'l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPll Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Salefyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Y r 1 7 Job Truss Truss Type Qty Ply LOT 33/1 WATERSTONE T21298042 2000-A-ELEVATION-COR-E V05 GABLE 2 1 Job Reference (optional) —r-1s rnato0mce tnant'ay, "), runt t.ay, rL - 00001, '4 4 0 o.L4U s Mar u LULU mi I eK mauslrles, Inc. Mon sep 14 T5:45::i6 LULU rage 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-gGAtyR9AIBPOABADgnrOWK2MrHrd6OyBBzmh6ydgGB 4-3-15 4-3-15 2 3 2x4 i 2x4 II Scale = 1:13.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-15 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 oc bracing. REACTIONS. (size) 1=4-3-15, 3=4-3-15 Max Horz 1=111(LC 12) Max Uplift 1=-46(LC 12), 3=-102(LC 12) Max Grav 1=134(LC 17), 3=147(LC 17) 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; 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) Gable requires continuous bottom chord bearing. 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 46 lb uplift at joint 1 and 102 lb uplift at joint 3. September 14,2020 ® WARNING - Yerify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5110/2020 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ti Symbols PLATE LOCATION AND ORIENTATION 14-1 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. - -I- For 4 x 2 orientation, locate plates 0- Vi ' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. *Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good. Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS CI-2 C2.3 WEBS q 4 T is O O O Ua O CL C7-8 C6a c5-e 00 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 M nsm- �8�� J MiTek Engineering Reference Sheet: Mll-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 ANSUTPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.