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Home My WebLink AboutTruss� yP 258 Southhall Lane, Suite 200 Maitland, Florida 32751 r� D P: (321)972-0491 1 F: (407)880-2304 1 E: info@fdseng.com Website: www.fdseng.com 8 ENGINEERING ASSOCIATES August 10, 2020 Building Department Ref: Lot: Subdivision: Address: Model: KA # Adams Homes Lot 45 Blk.1 Fort Pierce - Waterstone 5431 Lugo St. 2000 A LHG 20-5371 Truss Company: Builders First Source Date of drawings: 8/3/20 Job No.: 2421970 Wind Speed: 160 Exposure: C Truss Engineer: Julius Lee To whom it may concern, RECEIVED SEP 10 if. 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, � `#� CARL ,�i��r • S. N. 8/10/2020 Caif,-A ip ,1� . T�1.9s Pablo Torres, P.E. Todd M. Born, P.E. FL.%5 2&, 'Q� CkN > . # 87864 FL. # 82126 %with a Service Mindset and an Eye for Detail" ��iiigllll nu1►�a�o�%X i 38-08-00 I� Arm 1111110 ® L N VAULT - - - - - -ODD SPACE - 1 • 1 1 �� Elm ®®� � . r a^veru-. per�p,,(('„'„'p�,� •: o r. _, .. �■ ��rMTi!'r ' mi l ME _�►ii ii��1� _ 1 _ - 1lm II,II■ 11'I.I,� filmy In 11 1�i1 -_ film �� ■I�r �1� -_ •,'� :_ opplurArI 1� �1 19-08-00 6-04-00 I 12-08-00 D D O 0 Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner FDS ENGINEERIN"OCIIATES Date:08110/2020 By. Submittal No.: Project No.: 20-5371 Project Eng.: Luis Torres Project Name: Adams Homes - Fort Pierce - Waterston Lot 45 Blk. 1 TO APPROVAL NAM WND FORCE RESISTING SYSTEWCC HYBRID WIND ASCE14 IMPORTANT ENCLOSED EVOSURE CATEGORYC OCCUPANCY CATEGORY r This Drawing Must Be Approved And NIMPORTANCE LOAD ANCE FACTOR /.00 MPH MD Returned Before Fabrication Will USSES TRHAVE BEEN DESIGNED FOR A IaO PSF EOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURREm WRN ANY OTHER 4VE LOAOS Dimensions And Conditions Prior To APBELOl I Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 4D PSF BEEN ACCEPTED. TCDL• 07 PSF TCDL: 10 PSF By Date BCDL: 10 PSF BCDL• 6 PSF TOTAL- 37 PSF TOTAL: 66 PSF DURATION: 1.26 DURATION: 1.00 CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (le. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6l12 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" ND CUT: Plumb CANTILEVER: - TRUSS SPACING: 24" BUILDING CODE: FBC2017 BEARING HEIGHT SCHEDULE Hatch LegenG ffl]Bottom of BM at 10 =10 CEILING ji% FRAME caging TO 8' =e' ceiling ®e-ou, TO 1Z-=KNEE WALL BUILDER: Adams Homes PROJECT: Single Family MODEL: 2000 A ADDRESS: 5431 LUGO ST LOT / BLOCK: 4511 SUBDIVISION: WATERSTONE CITY: FT PIERCE DRAWN BY: K SANCHEZ JOB # : 2421970 DATE: 08/02I2020 SCALE: NTS PLAN DATE: 2020 REVISIONS: 1. 2. 3. 4. L�Mu-de 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-13DO Fax (813) 306-1301 Site Information: Customer: Adams Homes Port St Lucie ProJ'ect Name: 2000 AELEVATION Lot/Block: 45/1 Model: 2000 A _ Address: 5431 Lugo St., . City: Fort Pierce Tampa, FL 33610-4115 Subdivision: Waterstone-St Lucie County State: FL General Truss Lngineering 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 44 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,.section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T20906934 A01 8/3/2020 21 T20906954 C1 C 8/3/2020 2 T20906935 A02 8/3/2020 22 T20906955 C1V 8/3/2020 3 T20906936 A03 8/3/2020 23 T20906956 C3 8/3/2020 4 T20906937 A04 8/3/2020 24 T20906957 C3V 8/3/2020 5 T20906938 A05 8/3/2020' 25 T20906958 C5 8/3/2020 6 T20906939 A06 8/3/2020 26 T20906959 C5V 8/3/2020 7 T20906940 A07 8/3/2020 27 T20906960 E2A 8/3/2020 8 T20906941 A09 8/3/2020 28 T20906961 E5 8/3/2020 9 T20906942 A10 8/3/2020 29 T20906962 E7 8/3/2020 10 T20906943 All 8/3/2020 30 T20906963 E7V 8/3/2020 11 T20906944. Al2 8/3/2020 31 T20906964 G01 8/3/2020 12 T20906945 A13 8/3/2020 32 T20906965 G02 8/3/2020 13 T20906946 A14 8/3/2020 33 T20906966 Go 8/3/2020 14 T20906947 A15 8/3/2020 34 .T20906967 G05 8/3/2020 15 T20906948 A16 8/3/2020 35 T20906968 H2 8/3/2020 16 T20906949 B01 8/3/2020 36 T20906969 H5 8/3/2020 17 T20906950 B02 8/3/2020 37 T20906970 H7 8/3/2020 18 T20906951 B04 8/3/2020 38 T20906971 H7V 8/3/2020 19 T20906952 Cl 8/3/2020 39 T20906972 K01 8/3/2020 20 T20906953 C1 B 8/3/2020 40 T20906973 K02 8/3/2020 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: Lee, Julius My license renewal date for the state of Florida is February 28, 2021. Florida COA: 6634 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. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 1 of 2 Lee, Julius 3, 2020 • RE: 2000 A ELEVATION - LOT 45/1 WATERSTONE MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Project Customer: Adams Homes Port St Lucie Project Name: 2000 A ELEVATION Lot/Block: 45/1 Subdivision: Waterstone-St Lucie County Address: 5431 Lugo St., . City, County: Fort Pierce State: FL No. Seal# Truss Name Date 41 T20906974 Vol .8/3/2020 42 T20906975 V02 8/3/2020 43 T20906976 VO4 8/3/2020 44 T20906977 V05 8/3/2020 2 of 2 Job Truss Truss Type Qty Ply LOT 45/1 WATERSTONE T20906934 2000_A_ELEVATION A01 ROOF SPECIAL 1 e� L Job Reference c floral wtdullaers mrstJource (mant uny, rL), viant ldty, I-L - J3Obt, 8.24U s Mar 9 zuzu MI I eK Inaustnes, Inc. Mon Aug 3 1U:ot:IU 2U2U I -age 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-Adg31 WufJYHmgGnCtRnVe61No?ECbOHmxjAlb3yraQd 1-0-0 6-5-7 8-8-0 12-2-13 1'r9-17 19-4-8 22-3-1 255-7 28.10.0 33-5-12 3 11 38-8-0 1-0-0 2-2-9 3-6-13 3-6-13 3-6-13 2-10.9 3-2.6 3-0-9 47-12 0. 4-8-12 Scale = 1:72.9 5x6 = 7x10 = 6x8 = 11 4x6 = 6.00 12 4x6 = 7x10 = 6x8 = 6x8 = 3 4 5 6 8 9 10 37 3x4 1.5x8 STP = 36 12 32 38 22 2 2 26 5 24 23 13 4 re 1 2x4 11 7x10 =' 4x6 = o 8x14 MT20HS = N I 5x8 = 20 19 18 17 16 15 4x6 3.00 12 21 5x8 4x6 = —_ 5x8 5x8 — 2x4 II 1.5x8STP = 2x4 11 4x6 = i 6.5-7 a-B-O 12-2-113 15-9-11 19-4-8 10 11 2231 25-5-7 28-10.0 33-11.4 38-s-0 BS-7 2-2-9. 3-0-13 36-13 3-0-13 0 -2 2-10-e - 3.2-B 3-0-9 5-1-4 4-9-12 Plate Offsets (X,Y)--_ [3:0-4-12,0-3-121,[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 [20:0-0-0 0-2-0] [22:0-9-12 0-3-8] f25:0-5-0 0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 1.12 21 >413 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -1.39 21 >333 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.48 13 n/a nla BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 495 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 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 `Except' 22-25: 2x6 SP M 26 WEBS 2x4 SP No.3 'Except` 9-22: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=0-8-0 Max Harz 2=-230(LC 10) Max Uplift 2=-919(LC 12), 13=-918(LC 12) Max Grav 2=1505(LC 1), 13=1505(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4932/3266, 3-4=-8136/5328, 4-5=-10131/6603, 5-6=-11399/7390, 6-7=-11400/7392, 7-8=-13172/8540,8-9=-11198/7282,9-10=-4368/3020,10-11=-2451/1768, 11 -1 2=-2494/1740, 12-13=-2890/1931. BOT CHORD 2-26=-2828/4480, 25-26=-2814/4480, 24-25=-5124/8248, 23-24=-6324/10131, 22-23=-8268/13183, 20-22=-151/288, 8-22=-580/1037, 19-20=-746/1175, 18-19=-2426/3883, 16-18=-2427/3881, 15-16=-1616/2560, 13-15=-1616/2560 WEBS 3-25=-2718/4288, 9-22=-4526/7251, 4-24=-1284/1980, 5-24=-596/478, 5-23=-842/1329, 6-23=-271/260, 7-23=-1856/1203, 4-25=-876/650, 9-19=-3325/2167, 19-22=-2578/4131, 10-19=-438/722, 11-16=-1256/1912, 10-16=-2341/1676, 12-16=-489/395 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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. 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, Extedor(2) 6-5-7 to 10-5-7, Intedor(1) 10-5-7 to 28-10-0, Extedor(2) 28-10-0 to 32-10-0, Interior(1) 32-10-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. S) 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 jive 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. on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE,USE. WIF 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 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 ANS11TFl1 Quality Criteria, DSE-89 and BCS/ Building. Component 6904 Parke East Blvd. Safety Intomatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 1 1 A,,......I')f»n Job Truss Truss Type Qty Ply LOT 4511 WATERSTONE T20906934 2000_A_ELEVATION A01 ROOF SPECIAL 1 n L Job Reference (optional) q Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek.Industries, Inc. Mon Aug 310:57:10 2020 Page 2 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-Adg3l WufJYHmgGnCtRnVe6lNo?ECbOHmxjAlb3yraQd NOTES- 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 100 lb uplift at joint(s) except (jt=lb) 2=919, 13=918. `11) 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. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 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 1 1 s Job Truss Truss Type Qty Ply LOT 4511 WATERSTONE T20906935 2000_A_ELEVATION A02 Roof Special 1 1 Job Reference o tional .� b4Ullaers rlrst5ource (rlant city, t•L), Mant L; ty, t-L - S3bb f, o.zwu s mar a Zuzu ivti t eK inauscnes, inc. rviun mug o war. r i ZuZu rage r ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-epERysvl4sPd IQMPR8lkBKgXYPZeKQ_vANwl8WyraQc 1-4-0 6-11-13 8-5-7 13-10-15 11.4-6 24-4-15 27-5-7 2 -10- 33-5-12 3 -3- 38-6-0 0-0-0 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 4-0 5x6 = 5x6 = 3x6 = 4x6 = 5x8 = 5x6 = 9 6.00 12 2x4 4 30 31 5 32 6 733 8 3 . PP 1.5x8 STP = 29 28 19 2 21 20 (7 qI1 6x12 MT20HS = 3x4 = Scale=1:72.9 a 35 �1.5x8 STP = i4 a \\ 11 .71N 12 Iqo. 18 17 16 .- 14 13 5x8 3.00 12 2x4 II 5x12 = 4x6 = 5x8 = 2x4 II 3x6 = 10x16 MT20HS = i 8-8-0 13-10-15 19.4-6 191-8 23.4-15 27-5-7 2a-10-Q 34-3-5 38-111 8-8-0 5-2-15 5-5-8 0- -2 4-0-7 4-0-8 -4-9 5-" 4-4-11 Plate Offsets (X,Y)— [2:0-2-7,Edgel, [4:0-3-0,0-2-01, [7:0-3-8,0-3-41, [19:0-10-12,0-4-121 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 0.76 Vert(LL) 1.07 19-20 >432 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.36 19-20 >341 180 MT20HS 187/143 BCLL 0.0 Rep Stress Inca YES WB 0.98 Horz(CT) 0.58 11 n/a n/a BCDL 10.0 Cade FBC2017fTP12014 Matrix=AS Weight: 208 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 `Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except` 6-17: 2x4 SP No.3, 15-18,11-15: 2x4 SP No.2 WEBS 2x4 SP No.3 `Except* 7-19,16-19: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Harz 2=230(LC 11) Max Uplift 2=-918(LC 12). 11=-918(LC 12) Max Grav 2=1506(LC 1), 11=1506(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 17-19 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4701/3093, 3-4=-4522/2975, 4-5=-4222/2794, 5-6=-5639/3757, 6-7=-5971/3976, 7-8=-3106/2231, 8-9=-2365/1756, 9-10=-2465/1720, 10-11=-2846/1912 BOT CHORD 2-21=-2641/4235, 20-21=-3410/5639, 19-20=-3696/6083, 14-16=-1611/2652, 13-14=-1606/2507, 11-13=-1606/2507 WEBS 3-21 =-1 48/310, 4-21=-1133/1779, 5-21=-154611088, 5-20=-56/366, 6-20=-520/307, 7-19=-2014/3316, 7-16=-2052/1358, 16-19=-2088/3458, 8-16=-429/724, 9-14=-1194/1831, 8-1 4=-1 635/1187, 10-14=-455/376 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 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 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 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify, capacity of bearing surface. f3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=918,11=918. 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. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511.912020 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. ANSIfrPlf 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 I I August 3,2020 Job Truss Truss Type City Ply LOT 4511 WATERSTONE T20906936 2000_A_ELEVATION A03 Hip 1 1 Jab Reference o lional �t3ullcers FlrstSource (Plant U ty, I-L), Flan[ GI[y, I-L -JJbb /, d.Z4U s Mar y. ZUZU MI ieK.incustrles, Inc. Mon Aug J IWO r1Z ZUZU rage 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-7?npACwwrAXUvaxb?spzjXNhoowc3yo3P1fsgyyraQb T1-4-0 7-3-3 8.8-0 10-5-7 14-10-13 23-9-6 1 28-2-9 r 32-4-15 _ r _ 38-8-0_ 4.0-0-0i 1 4-0 1-3-3 4-13 1-9-7 8-10-9 4-5-3 4-2-7 6-3-1 5x6 = 5x6 = 2x4 I 3x6 = 5x6 = 4 28 5 29 6 30 7 31 8 16 15 13 12 5x8 3.00 12 4x6 II 3x6 = 2x4 II 3x6 = 5x12 = 28-2-9 1 32-4-15 38-8-0 Scale = 1:70.2 LOADING (pso TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CS1. TIC 0.73 BC 0.92 WB 0.68 Matrix -AS DEFL.. in (loc) I/defl Ud Vert(LL) 0.69 17-18 >674 240 Vert(CT) -0.98 17-18 >471 180 Horz(CT) 0.44 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 210 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 `Except' TOP CHORD Structural wood sheathing directly applied. 4-5,5-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 'Except 10-0-0 cc bracing: 15-17 6-15: 2x4 SP No.3, 14-16,10-14: 2x4 SP No.2 WEBS 1.Row at midpt 13-17, 7-13 WEBS 2x4 SP No.3 *Except* 13-17: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=243(LC 11) Max Uplift 2=-918(LC 12), 10=-918(LC 12) Max Grav 2=1506(LC 1), 10=1506(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4696/3238, 3-4=-4477/3137, 4-5=-3407/2407, 5-6=-4252/2948, 6-7=-4190/2934, 7-8=-2131/1685, 8-9=-2370/1759, 9-10=-2756/1951 BOT CHORD 2-19=-2774/4232, 18-19=-1943/3377, 17-18=-2415/3982, 6-17=-226/253, 12-13=-1600/2408, 10-12=-1600/2408 WEBS 3-19=-2421400, 4-18=-368/718, 5-18=-818/677, 5-17=-125/425, 13-17=-185612994, 7-17=-84611490, 7-13=-148111060, 8-13=-515/826, 9-13=-481/466, 4-19=-982/1326 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 40-0-0 zone;C-C for members and forces 8r 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. `$) Bearing at joint(s) 2 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify, capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=918,10=918. 8) This truss design requires that a minimum of 7/16" structural wood Sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. August 3,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��• a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/nformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 45/1 WATERSTONE T20906937 2000_A_ELEVATION A04 Hip 1 1 Job Reference (optional) n Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:57:13 2020 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-bCLBNYwYcTfLXj WnYZKCGIwoOCIJoNbCehPPCOyraQa ,1 4-0 7-3-3 ,8-8-0 12-5-7 19-4-0 26-2-9 30-0.0 31-4-1$ 38-8-0 10-0.0, 1 4-0 7-3-3 4% 3-9-7 6-10-9 6-10-9 3-9-7 4-13 7-3-3 4 0 3x12 MT20HS 3.00 12 5x6 = 3x8 = 54 = 4 32 33 5 34 35 6 Scale=1:70.9 1.Sx8 STP = g g 0 0 top? c� d 5x8 ZZ 38-8-0 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 0.99 , Vert(LL) 0.75 12 >618 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.76 Vert(CT) -0.9612-14 >485 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.60 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 211 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except* BOT CHORD Rigid ceiling directly applied. Except: 2-15,8-10: 2x4 SP M 31 4-7-0 oc bracing: 8-10 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 10 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max,Horz 2=-284(LC 10) Max Uplift 2=-920(LC 12), 8=-920(LC 12) Max Grav 2=1503(LC1), 8=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4705/3237, 3-4=-4464/3133, 4-5=-2870/2143, 5-6=-2870/2153, 6-7=-4464/3153, 7-8=-4705/3257 BOT CHORD 2-15=-2782/4292, 14-15=-1625/2856, 12-14=-1907/3284, 11-12=-1907/3284, 10-11 =-1 65612856, 8-10=-2821/4243 WEBS 3-15=-303/439, 4-14=-189/488, 5-14=-652/408, 5-12=0/282, 5-11 =-652/408, 6-11=-189/488,7-10=-309/439,4-15=-116211748,6-10=-1173/1654 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=401t 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, Interior(1) 31-10-7 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) 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 2-6-0 wide will fit between the bottom chord and any other members. �8) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb, uplift at joint(s) except Qt=lb) 2=920,8=920. y10) 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. August 3,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 mv. 5/19/2020 BEFORE USE. WIF Design valid for use only with MiTsk® connectors. This design Is based only upon parameters shown, and is for an Individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Salefylnformatfon available fmm Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 1 Job Truss Truss Type Qty Ply LOT 4511 WATERSTONE T20906938 2000_A_ELEVATION A05 Hip 1 1 Job Reference o tional w Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 4-1-5 5-9-7 6.00 12 4-10-9 5x6 = 3x4 = 5 31 32 6 33 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon ):hKY1 ep9FiDwfFyJCybTuLLyv92?-3OvZbuxANnnC9t5_6HrR 24-2-9 30-0-0 1 34-1-5 4-10-9 4-1-5 5x6 = 734 3 10:57:14 2020 Pagel _caOXwUMsL8zkryraQZ zz 5x8 3.00 12 5x8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 TCDL 7.0 Lumber DOL 1.25 BC 0.96 BCLL 0.0 Rep Stress Incr YES WB 0.42 BCDL 10.0 Code FBC2017/TP12014 MatrixwAS LUMBER - TOP CHORD 2x4 SP No.2 `Except` 1-4,8-11: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 `Except' 17-18: 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=325(LC 11) Max Uplift 2=-920(LC 12), 10=-920(LC 12) Max Grav 2=1503(LC 1), 10=1503(LC 1) DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.6712-13 >697 240 MT20 244/190 Vert(CT) -0.98 13-15 >476 180 MT20HS 187/143 Horz(CT) 0.57 10 n/a n/a Scale = 1:71.5 Weight: 224 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 2-2-0 oc bracing: 10-12 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=-4696/3139, 3-4=-4559/3057, 4-5=-2830/1985, 5-6=-2491/1893, 6-7=-2491/1902, 7-8=-2830/1995, 8-9=-4559/3079, 9-10=-4657/3159 BOT CHORD 2-16=-2700/4465, 15-16=-2450/4154, 13-15=-1455/2609, 12-13=-2491/3964, 10-12=-2740/4192 WEBS 4-16=-555/1154, 4-15=-1759/1251, 5-15=-551/966, 6-15=-337/277, 6-13=-337/278, 7-13=-547/966, 8-13=-1638/1262, 8-12=-564/1099 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 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) 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. w7) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=920,10=920. 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. August 3,2020 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent truckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 4511 WATERSTONE T20906939 2000—A_ELEVATION A06 Hip 1 1 Job Reference o tional A Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 310:57:16 2020 Page 1 ID:hKY1 epgFiDwfFyJCybTuLLyv92?-?ml K?azQvOlwOBFMEhtvuNYLZQGn?kLeKfd3pjyraQX 1-4-0 7-3-3 -8-0 16-5-7 22-2-9 30-0-0 1-4-1 38-8-0 0-0-0 -4-0 7-3-3 -4-13 7-9-7 5.9-2 7-9-7 -4-13 7-3-3 -4-0 Scale = 1:72.0 6x8 = 8x10 6.00 12 5x8 ::� 3.00 12 5x8 8-8-0 16-5-7 22-2-9 30-0-0 38-8-0 ' 8-8-0 7-9-7 5-9-2 7-9-7 Plate Offsets (X,Y)— [2:0-2-7,Edge),[5:0-5-0,0-2-01,.[6:0-7-0,0-2-01[9:0-2-7,Edge], [11:0-4-0,Edge), [13:0-3-4,Edge), [14:0-4-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deFl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.69 11-12 >668 240 MT20 244/190 TCDL 7.0 Lumber-DOL 1.25 BC 0.97 Vert(CT)-0.9611-12 >484 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.61 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 217 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied. 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 `Except* 2-2-0 oc bracing: 9-11 15-16: 2x4 SP No.2 WEBS 1 Row at midpt 4-13, 6713, 7-12 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-366(LC 10) . Max Uplift 2=-920(LC 12), 9=-920(LC 12) Max Grav 2=1503(LC 1), 9=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4686/3027, 3-4=-4543/3056, 4-5=-2521/1769, 5-6=-2191/1737, 6-7=-2528/1782, 7-8=-4543/3076, 8-9=-4685/3048 BOT CHORD 2-14=-2584/4375, 13-14=-2562/4287, 12-13=-1131/2189, 11-12=-2602/4164, 9-11=-2624/4220 WEBS 4-14=-502/1161, 4-13=-2235/1532, 5-13=-383/726, 6-13=-270/275, 6-12=-362/728, 7-12=-2076/1541, 7-11=-494/1088 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 16-5-7, Exterior(2) 16-5-7 to 27-10-7, Interior(1) 27-10-7 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) 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) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except.Qt=lb) ` 2=920,9=920. 10) 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. August 3,2020 All, 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 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 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 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 1 1_ Job Truss Truss Type Qty Ply LOT 4511 WATERSTONE T20906940 2000_A_ELEVATION A07 Hip 1 1 Job Reference (optional) r t3Ullaers hlfsibource tHlant L:ny, rLj, ream ury, rL - 3300/, O.G'fa s Mar a, LU4U MI t ex rnuusiries, Inc. IwOrl Huy o i u:or: i f zuzu raye i ID:hKY1eogFiDwfFvJCvbTuLLvv92?-TzbiDwz2ai9mOLaYOPP8Qb4V1od9kA4oYJNdL9vraQW 5-3-12 ' 1-9-2 ' 5-3-12 4-5-12 1-4-13' 7-3-3 5x6 = 5x6 = 6.00 12 6 7 Scale = 1:70.4 0 0 1 0' N IP 3x4 = 5X8 3.00 12 5x8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.75 15-17 >619 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.90 Vert(CT) -1.1515-17 >404 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.60 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 203 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except* BOT CHORD Rigid ceiling directly applied. 16-17: 2x4 SP No.2 WEBS 1 Row at midpt 5-15. 8-14 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Harz 2=-408(LC 10) Max Uplift 2=-920(LC 12). 11=-920(LC 12) Max Grav 2=1503(LC 1). 11=1503(LC 1) FORCES. (lb) -Max. Camp./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 -1 3=-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 Exterior(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 atjoint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=920, 11=920. 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. August 3,2020 ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. '' Design valid for use only with MTel<0 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 Mffek" 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 ANSIfrPli 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 4511 WATERSTONE T20906941 2000_A_ELEVATION A09 Roof Special 9 1 Job Reference (optional) .Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:57:18 2020 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-x994QF_hROHddVPIL6wNzodjGD?MTdFxnz6AtcyraQV 1-0-0 6-1-14 8-8-0 13-1-12 19-4-0 25-6.4 30-0-0 32-6-2 38-8-0 0-0-0 4-0 6-1-14 2-6-2 4-5-12 6-2 4 6-2-4 4-5-12 2-6-2 6-1-14 4-0 5x6 = 5x8 \\ 5x8 // 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 FBC20171TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except` 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) Scale = 1:71.7 CSI. DEFL. in (loc) - I/deft. Ud PLATES GRIP TC 0.73 Vert(LL) 0.6812-13 ?679 240 MT20 244/190 BC 0.77 Vert(CT) -0.9212-13 >502 180 MT20HS 187/143 WB 0.82 Horz(CT) 0.55 10 n/a rile Matrix -AS Weight: 204 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=-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 Extedor(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 100 lb uplift at joint(s) except at=lb) 2=920,10=920. 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. August 3,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51IW2020 BEFORE USE. ' Design valid for use only with MTeIdD connectors. This design is based only upon parametersshown, and is form 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 ANS11TP11 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 1 1 Job Truss Truss Type Qty Ply LOT 4511 WATERSTONE T20906942 2000_A_ELEVATION A10 ROOF SPECIAL 1 1 Job Reference (optional) .t Guilders FirstSource (Plant city, FL), Plant city, FL-33587, 8.240 s Mar 9 2020 MI IeK industries, Inc. Mon Aug 3 10:5/:19 2020 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-PLjSeb?JCJPUFezxvgRcVOgv7dLfC4b5odskQ2yraQU 19-8-0 r1-0-0 6-1-14 8-8-0 13.1-12 19-0-0 1 22-4-9 216-4 30.0.0 32-6-2 38-8-0 -0-0 6-1-14 2-6.2 4-5.12 5.10-0 0- 2-8-9 3-1-11 4-112 &6-2 6-1-14 1-01-4 0-0-0 Scale = 1:76.9 6x12 MT20HS = 6.00 12 6 5x6 i 24 25 5x6 5 7 5x6 5x6 2x4 � 4 8 2x4 3 9 1.5x8 STP = 1.Sx8 STP = 23 26 I M 2 16 1 15 14 27 13 12 7x10 = 10 11 [g Iq 6x12 MT20HS = 3x4 =3x6 = 3x4 = . b 5x8 \1 5x8 ll 5x8: 3.00 12 5x8 8-8-0 16-3-7 18-0-0 22.4-9 30-0-0 38-8-0 8-8-0 7-7-7 1-8-9 4-0-9 7-7-7 8-8-0 Plate Offsets (X,Y)— [2:0-2-3,Edgej, [2:0-2-7,Edgel, [4:0-3-0,0-3-0), [8:0-3-0,0-3-0j [10:0-2-3,Edgej, [10:0-2-7,Edgel, [12:0-5-4,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.63 12-13 >734 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) 70.86 12-13 >537 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.81 Horz(CT) 0.53 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 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 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 = IO.Opsf. 16) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=920, 10=920. 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. August 3,2020 ® WARNING - Ved_fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe'C* 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?pll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tmss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 1 1 Job Truss Truss Type City Ply LOT 45/1 WATERSTONE T20906943 2000 A_ELEVATION All Hip Truss 1 1 Jab Reference (optional) a Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:57:20 2020 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-uYGrrxOxzdXLtoY7TXyr2DiOC1f xXgEFHbHyUyraQT 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 -4-0 7x10 = 6.00 12 5x8 = Scale = 1:72.0 5x8 3.00 12 5x8 Zz 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) 38-8-0 CSI. DEFL, in (loc) I/deft L/d PLATES TC 0.96 Vert(LL) 0.6712-13 >688 240. MT20 BC 0.89 Vert(CT) -0.99 12-13 >471 180 MT20HS WB 0.81 Horz(CT) 0.60 7 n/a n/a Matrix -AS Weight: 192 lb 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=-1964/1463, 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 ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=920,7=920. 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. GRIP 244/190 187/143 FT = 20% August 3,2020 ® 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 MTskO connectors. This design is based only upon parameters shown, and is for an individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing NOW 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 ANS117PH Quality Criteria; DSB-89 and SCSI Building. Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 1 1 Job Truss Truss Type Qty Ply" LOT 4111 WATERSTONE T20906944 2000_A_ELEVATION Al2 Hip Truss 1 1 Job Reference (optional) o Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:57:21 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-MkgD3H1 ZkxfCUy7KOFT4bRFADQ_wg3ANTxLq UxyraQS 1-4-0 7-3-3 -8-0 15-0-0 23-8-0 30-0-0 1-4-1 38-8-0 0-0-0 -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 5x8ZZ 30-0-0 38-8-0 Scale = 1:72.0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inct YES Code FBC2017/TPI2014 CSI. TC 1.00 BC 0.91 WB 0.49 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Lid 0.69 12-13 >673 240 -0.93 13-15 >496 180 0.60 10 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 197 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15, 8-13 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) 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, 4-5=-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 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) 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, Interior(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/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=920,10=920. 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. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TFI1 Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 1 1 cn 0 N it IN August 3,2020 Job Truss Truss Type City Ply LOT 4511 WATERSTONE T20906945 2000_A_ELEVATION 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. Man Aug 3 10:57:22 2020 Page 1 ID:20VQZHIn97x9G5M9NmJalQZ3Stx-gwObGd1 BUEn366iWay_J7enMJgJsPS9Xib400NyraQR 1-4-0 8-8-0 13-0-0 19-4-0 25-M 30-0-0 38 8-0 0-0-0 -4-0 8-8-0 4-4-0 6-4-0 6-4-0 4-4-0 8-8-0 -4-0 6.00 12 6x8 = 22 2x4 II 235 24 25 6x12 MT20HS = 5x8 3.00 12 5x8 ZZ 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/rP12014 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) Scale = 1:71.5 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.92 Vert(LL) . 0.71 11-13 >650 240 MT20 244/190 BC 0.99 Vert(CT) -1.15 11-13 >404 180 MT20HS 187/143 WB 0.76 Horz(CT) 0.58 8 n/a 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, 6-10=-1461/2000, 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 Exterior(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 gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT2d 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 rany other members. 7) Bearing at joint(s)2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=920,8=920. 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. August 3,2020 ®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 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 1 1 1 Job Truss Truss Type Qty Ply LOT 4511 WATERSTONE T20906946 2000_A_ELEVATION A14 Hip Truss 1 1 Job Reference o tional H Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:57:23 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQZ3Stx-17yzTz2pFYwwkGHi8gVYgs KXTEgr8rhgxFgxZpyraQQ 1-4-0 8-8-0 11-0-0 19.4-0 27-8-0 30-0-0 38-8-0 040-0 1 4-0 8-8-0 2-4-0 8 4-0 8 4-0 2-4-0 8-8-0 -4-0 all 5x6 = Scale = 1:70.2 22 23 6x12 MT20HS = 24 25 5x6 = 6 5x8 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 10.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 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 Grav 2=1503(LC 1), 8=1503(LC 1) 19.4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.95 Vert(LL) 0.76 11 >610 240 MT20 244/190 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=-1294/1776, 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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, 1nterior(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 alive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. �8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=920, 8=920. 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. August 3,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall �y• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTelk 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`/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 1 1 Job Truss Truss Type Qty Ply LOT 4511 WATERSTONE T20906947 2000—A—ELEVATION A15 Hip Truss 1 1 Jab Reference (optional) „ Builders Firssource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:57:24 2020 Page 1 ID:20VQZH In97x9G5M9NrhJalQZ3Stx-mJ WLhJ3ROs2nLQsvtN 1 nC3ti 1 eO?tMOg9vZU5FyraQP 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 6x12 MT20HS = 6.00 12 3x12 MT20HS :::� 3.00 12 26 4x6 = 27 5 28 4x6 = 6x12 MT20HS = 7x10 = 6 29 30 31 7 3x12 MT20HS ZZ 6-2-7 8-8-0 15-10-11 22-9-5 30-0-0 325-9 38-8-0 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], [6:0-5-0,04-8], [7:0-8-4,0-2-0], [9:0-0-10,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.99 13-15 >468 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.24 13-15 >374 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.62 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 216 lb 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 midpt 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. (lb) -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.dpsf; 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 9-0-0, Exterior(2) 9-0-0 to 14-7-14, Interior(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 at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=920, 9=920. 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. August 3,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/10/2020 BEFORE USE. ' Design valid for use only with MRek® 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/TP/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 45/1 WATERSTONE T20906948 2000_A_ELEVATION A16 Hip Truss 1 Job Reference o tional ■ buiiaers mrstsource (runt any, YL), viant lacy, rL - JJob r, b.Z4U s mar `J zuzu MI I eK Innustrles, Inc. mon (Aug J IU;a GGO LULv rage I I D:20VQZH 1n97x9G5M9NmJalQZ3Stx-iie66?4iYTIVbjOHpo3FIUy4GRgBLK47dD2bA8yraQN r1-4-0 5-4-10 1-0-0 13 33 -3-0 19-4-0 25-5-0 31-8-0 ,-5-7 , 38-8-0 40-0-0, 1-4-0 5-4-10 1-7-6 6-3-0 6-1-0 6-1-0 6-3-0 1-9-7 5-2-9 4-0 Scale=1:70.2 5x6 = 5x8 = 6x12 MT20HS = 5x6 = 6.00 12 5x6 = 2x4 4 24 5 25 6 26 7 27 B 2x4 i 3 9 N 1.5x8 STP = 1728 16 15 14 13 12 �1.&8 N2 0 2x4 I I 2x4. II29116x12 MT20HS = 4x10 MT20HS = 6x12 MT20HS� o 5x8 = 5x8 3.00 12 5x8 zz 7-4-8 13-3-0 19-4-0 25-5-0 31-3-8 3118r0 38-8-0 7-4-8 5-10-8 6-1-0 6-1-0 - 5-10-8 0-4-8 7-0-0 Plate Offsets (X,Y)— [2:0-2-7,Edge], [4:0-3-0,0-2-01, [8:0-3-0,0-2-0],[9:0-0-0,0-0-01,.[l0:0-2-7,Edge], [12:0-6-0,Edge], [17:0-6-0,Edge] 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) 1.54 14 >302 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.59 14 >292 180 MT20HS 187/143 BCLL 0.0 Rep Stress [nor NO WB 0.51 Horz(CT) 0.70 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS. - Weight: 541 lb FT = 20% LUMBER- BRACING - TOP -CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or4-5-12 oc puriins. BOT CHORD 2x4 SP No.1 `Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 cc 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=-12843/7217, 4-5=-12645/7110, 5-6=-19330/11281, 6-7=-19330/11281, 7-8=-12520/7110, 8-9=-12717/7217, 9-10=-1232616975 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=-8041775, 7-14=-1120/1858,7-13=0/391,7-12=-547613321,8-12=-2607/4943,3-17=-5481950, 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 Do. 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 raw 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 plyconnections 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. !') 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 ANSI/TPI 1 angle to grain formula. Building designer should verify capacity or oeanng surrace. ontin)red on page 2 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE.USE. Design valid for use only with MiTeh® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicabilityof design parameters and 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/7P/1 quality Criteria, DSB-09 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 August 3,2020 Job Truss Truss Type Qty Ply LOT 45/1 WATERSTONE T20906948 2000_A_ELEVATION A16 Hip Truss 1 Job Reference o tional s Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:57:26 2020 Page 2 ID:20VQZH Ing7x9G5M9NmJalQZ3Stx-iie66?4iYTIVbjOHpo3FIUy4GRgBLK47dD2bA8yraQN NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=2125, 10=2125. 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 (plo Vert: 1-4=-54, 4-8=-112(F=-58), 8-11=-54, 18-28=-20,17-28=42(17=-22), 12-17=42(F=-22), 12-29=42(F=-22), 21-29=-20 Concentrated Loads (lb) Vert: 28=-475(F) 29=-475(F) ® 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not WIF a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 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 1 Job Truss Truss Type Qty Ply LOT 45/1 WATERSTONE T20906949 2000_A_ELEVATION B01 Hip Girder 1 1 Job Reference o tional ,k Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:57:26 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQZ3Stx-iie66?4iYTIVbjOHpo3FIUyBURpQLQJ7dD2bA8yraQN -1-4-0 5-0-0 7-8-0 12-8-0 14-0-0 1 5-0-0 2-8.0 5-0-0 1-4-D 4x6 = 15 Scale = 1:25.0 46 = c? 0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 TCDL 7.0 Lumber DOL 1.25 BC 0.44 BCLL 0.0 Rep Stress Incr NO WB 0.11 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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=-13821657, 3-4=-1199/640, 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 12-8-0 3x4 = DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.06 8-11 >999 240 MT20 244/190 Vert(CT) -0.09 8-11 >999 180 Horz(CT) 0.02 5 n/a n/a Weight: 51 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-8 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); 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 100 lb uplift at joint(s) except Qt=lb) 2=516, 5=516. 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 Ito 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 dawn at 5-0-0, and 47 lb down at 6-4-0, and 140 lb down at 7-7-4 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumberincrease=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) August 3,2020 A 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 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/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 Job Truss Truss Type City Ply LOT 4511 WATERSTONE T20906950 2000_A_ELEVATION B02 Common 2 1 Job Reference (optional) x Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:57:27 2020 Page 1 ID:20VQZH In97x9G5M9 Nm JalQZ3Stx-Au BUJ K5 KJnQMCtb U N Va Uq iV Gar6F4tcGsto9iayraQ M -1-4-0 6-4-0 12-M 14-0-0 1-4-0 6-4-0 6-4-0 1-4-0 Scale = 1:25.0 5x8 = 3x4 = 3x4 = I� 6.4-0 12-M 6-4-0 6-4-0 Plate Offsets (X,Y)— f2:0-1-4,0-0-21 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 FBC2017frP12014 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 Horz 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. 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 6-4-0, Comer(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 100 lb uplift at joint(s) except (jt=lb) 2=378, 4=378. 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. August 3,2020 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 MTekt7 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 p !Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TP/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 4511 WATERSTONE T20906951 2000_A_ELEVATION B04 Common 3 1 Job Reference (optional) a Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:57:28 2020 Page 1 I D:20VQZHln97x9G5M9NmJalQz3Stx-f4lsXg6y44YDg19gxD5jNv1 UuFWopKvP4XXiE1 yraQL -1-4-0 64-0 12-4-0 1-4-0 6-4-0 6-0-0 5x6 = 3x4 = i 64-0 12.4-0 64-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 TCDL 7.0 Lumber DOL 1.25 BC 0.38 BCLL 0.0 Rep Stress Inca YES WB 0.10 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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 3x4 = DEFL. in ([cc) Well Ud PLATES GRIP Vert(LL) 0.06 5-11 >999 240 MT20 .244/190 Vert(CT) -0.09 5-11 >999 180 Horz(CT) 0.01 4 n/a n/a Scale = 1:24.5 I2 Weight: 46 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. 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) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-4-0, Exterior(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 100 lb uplift atjoint(s) except (jt=lb) 4=250, 2=378. 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. August 3,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE -USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall A building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1nP/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 1 1 Job Truss Truss Type Qty Ply LOT 45/1 WATERSTONE T20906952 2000_A_ELEVATION C1 Jack -Open 8 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Man Aug 3 10:57:28 2020 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-f4lsXg6y44YDgl9gxD5jNvl V5FadpLWP4XXiE1 yraQL �. -1-4-0 0-11-4 14-0 0-11-4 Scale = 1:7.6 0-11-4 0-11-4 Plate Offsets (X,Y)— [2:0-4-4,0-0-4] 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 Inca 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=-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'. DEFL. in (loc) I/defl . L/d PLATES GRIP Vert(LL) . 0.00 5 >999 240 MT20 244/190 Vert(CT) 0.00 5 >999 .180 Horz(CT) -0.00 4 n/a n/a Weight: 5 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: 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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=227. August 3,2020 ® 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 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 ANS117PH 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 I Job Truss Truss Type Qty Ply LOT 45/1 WATERSTONE T20906953 2000_A_ELEVATION C1B JACK -OPEN 2 1 Job Reference o tional uunaers mrstaource (runt cny, rc), riam uty, M - da001, 1-4-0 11 o."u s mar w GVLV MI I M 11MUbUlub, IIIU. 1-11 Muy J IU.U,.— LULU rdyo I ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-7HJEkO7arOg3SBksUwcyv7ajLfxLYomZJBHFmTyraQK 0-11.4 0-11-4 Scale = 1:7.6 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 0.22 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 FBC2017/TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 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; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=227. August 3,2020 ® WARNING - Verify design parameters end 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 o(individual truss web and/or chard members only. Additional temporary and permanent bracing M TOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPIf Quality Criteria, DSB-89 and SCSI Building. Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 1 Job Truss Truss Type Qty Ply LOT 4511 WATERSTONE T20906954 2000_A_ELEVATION C1C JACK -OPEN 2 1 Job Reference o tional • builders rlrstSOurce (Plant Gny, 1-L), Plant L:Ity, hL - 33bb/, 6.240 S Mar 9 202U Mi I ek.Industries, Inc. Mon Aug 3 10:57:29 2020 Page 1 ID:hKY1 epgFiDwfFyJCybTuLLyv92?-7HJEkO7arOg3SBksUwcyv7ajLfuUYomzJBHFmTyraQK -1-4-0 0-11-4 1-4-0 0-11-4 IV LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 5 >999 240 TCDL 7.0 Lumber DOL 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 FBC2017lrP12014 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. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale =1:7.6 PLATES GRIP MT20 244/190 Weight: 5 Ib 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; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=449. August 3,2020 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 onlywith 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 MTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety/nformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 1 Job Truss Truss Type Qty Ply LOT 4511 WATERSTONE T20906955 2000_A_ELEVATION C1V Jack -Open Truss 4 1 Job Reference o lional • Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:57:30 2020 Page 1 I D:20VQZH In97x9 G5M9NmJal Qz3Stx-bTtcyM8 Cci ow3LJ22e8 BSK7rb3 G5 H FOiYrOpJvyraQJ -1.4-0 0-11-4 1-4-0 0-114 Scale = 1:7.6 I Plate Offsets (X,Y)— [2:0-0-14,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB '0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. 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. 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;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 nonconcurreht with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=211. August 3,2020 ® 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 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 ANSI7TP/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 4511 WATERSTONE T20906956 2000_A_ELEVATION C3 Jack -Open 8 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:57:30 2020 Page 1 I D:20 VQZH In97x9G5M9 NmJalQz3Stx-bTtcyM8 Cciow3LJ22e 8BS K7rb 3GiH FOiYrOpJvyra QJ -1-4-0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 2-11-4 2-11 -1 Plate Offsets (X,Y)— [2:0-0-8,Edgej 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) -0.00 4-7 >996 246 MT20 2441190 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 FBC20171TP12014 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 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=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. 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 100 lb uplift at joint(s) 3 except Qt=lb) 2=183. August 3,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall _ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 1 1 Job Truss Truss Type Qty Ply LOT 4511 WATERSTONE T20906957 2000_A_ELEVATION C3V Jack -Open Truss 4 1 Job Reference o lional • Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek,Industries, Inc. Mon Aug 3 10:57:31 2020 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-3fR?9i8gN?wnhUuFcLfQ?YfOLScloiGsn Um MrMyraQI 2-11-4 1-4.0 2-11-4 Scale = 1:12.7 Plate Offsets (X,Y)—. f2:0-0-15,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl . Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 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 Inca 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- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(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/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=174. August 3,2020 ®WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek®conneclors. 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 propedy 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 ANSITP/1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T20906958 2000—A—ELEVATION C5 Jack -Open 4 1 �LOT4511WATFRSTONE Job Reference c tional - Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:57:31 2020 Page 1 ID:20VQZHIng7x9G5M9NmJalQz3Stx-3fR?9i8gN?wnhUuFcLfQ?Yf xSX40iGsnUmMrMyraQl -1-4-0 4-11-4 1-4-0 4-11-4 Scale=1:17.6 3x4 = 4-11-4 4-11-4 Plate Offsets (X,Y)— [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 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 n/a BCDL 10.0 Cade 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=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. 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. 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 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 100 lb uplift at joint(s) except Qt=lb) 3=128, 2=196. 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. August 3,2020 ®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 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building. Component 6904 Parke East Blvd. -Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36010 1 1 Job Truss Truss Type City Ply LOT 4511 WATERSTONE T20906959 2000_A_ELEVATION C5V Jack -Open Truss 4 1 Job Reference o tional - Builders FirstSource (Plant city, FL), Plant City, FL - 33557, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:57:32 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-Xr?NM29T8J2eJeTRA3AfXIC8usrRl9W?78VwNoyraQH 4-11-4 1-4-0 4-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.07 4-7 >888 240 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 HDrz(CT) -0.01 3 n/a n/a BCDL 10.0 Cade FBC2017/TP12014 Matrix -AS 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 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'. Scale=1:17.6 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% Structural wood sheathing directly applied. 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) 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 100 lb uplift at joint(s) except (jt=lb) 3=133,2=189. 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. August 3,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MIT EK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek@ connectors. This design is based only upon parameters shown, and Is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTpik- 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 ANSI7TPli Quality Criteria, DSB-89 and BCS/ Building. Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 1 Job Truss Truss Type Qty Ply LOT 4511 WATERSTONE T20906960 2000_A_ELEVATION E2A JACK -OPEN STRUCTURAL 3 1 Jab Reference o tional . Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -1-4-0 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:57:32 2020 Page 1 I D:hKY1 ep9FiDwfFyJCybTuLLyv92?-Xr?NM29T8J2eJeTRA3AfXICEbsytl9W??8VwNoyraQH Scale = 1:10.3 2-0.0 2-0-0 Plate Offsets (X,Y)— [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud 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 LumberDOL 1.25 BC 0.05 Vert(CT) -0.00 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 FBC20171TPI2014 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 Horz 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 ANSI1TPI 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 100 lb uplift at joint(s) 4, 3 except Qt=lb) 2=229. August 3,2020 ®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 onlywith 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 MiTpik 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 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 1 Job Truss Truss Type Qty Ply LOT 4511 WATERSTONE T20906961 2000_A_ELEVATION E5 Jack -Open 3 1 Job Reference o tional tiuncerS mrstbource imam Uty, t-LJ, mant L ny, t-L - J3013 f, ts.z w s mar y ZUZU MI I ex Inaustnes, Inc. man /iug C lU:af:.m zuzu rage i ID:20VQZHIn97x9 G5M9NmJalQz3Stx-?2ZlaOA5vdAVxo2djmhu4zlKCGCLUcm9EoFTvEyraQG -1-4-0 5-0-0 1-0-0 5-0-0 1 3x4 = c? 0 N Scale = 1:17.8 5-0-0 5-0-0 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 0.55 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/rP12014 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 Harz 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=4511t; 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 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 100 Ib uplift at joint(s) except Qt=lb) 3=130, 2=196. 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. August 3,2020 ®WARNING - verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. ' Design valid for use only with 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 ANS117P/1 Quality Criteria, DSB-89 and BCSI Building. Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 1 1 Job Truss Truss Type Qty Ply LOT 4511 WATERSTONE T20906962 2000_A_ELEVATION E7 Jack -Open 4 1 Job Reference o tional - Builders FirstSource (Plant City, FL), R Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:67:33 2020 Page 1 I D:20VQZH In97x9G5M9NmJalQz3Stx-?2ZIaOA5vdAVxo2djmhu4zlFdG6IUcm9EoFTvEyraQG -1-4-0 7-0-0 7-0-0 7-0-0 7-0-0 cn 0 A Scale = 1:23.4 Plate Offsets (X,Y)-- [2:0-2-10,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.21 4-7 >399 240 MT20 244/190 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 FBC20171TP12014 Matrix -AS Weight: 24 lb FT = 20% . LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-1.95(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. 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 20.0psf 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 100 lb uplift at joint(s) except (jt=lb) 3=195, 2=217. 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. August 3,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 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 1 Job Truss Truss Type Qty Ply LOT 4511 WATERSTONE T20906963 2000_A_ELEVATION E7V Jack -Open Truss 14 1 Job Reference (optional) . Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 4-3-9 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/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:57:34 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQZ3Stx-TE77nkBjgwlMYydq HTC7cAHSSgURD2fITS_OSgyraQF 7-0-0 Scale = 1:23.5 CSI. DEFL. in (loc) I/defl Ud 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 Horz 2=278(LC 12) Max Uplift 4=-130(LC 12), 2=-210(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, Extedor(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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing 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 100 Ito uplift at joint(s) 5 except Qt=lb) 4=130,2=210. 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. August 3,2020 A WARNING - Vedjy design parameters and READ NOTES ON THIS AND INCLUDED MIEK REFERENCE PAGE Mll-7473 rev. 5/10/2020 BEFORE USE. Design valid for use only with Mrrek® 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 ANS11TPI1 Quality Criteria, DSB-09 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 1 1 Job Truss Truss Type Qty Ply LOT 45/1 WATERSTONE T20906964 2000_A_ELEVATION G01 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 Aug 3 10:57:35 2020 Page 1 I D:20VQZHIn97x9G5M9NmJalQz3Stx-xQgV?4BLREQDA6COrBjM90ght4nGyQDRh6ka_7yraQE -1-4-0 3-9-4 7-0-0 9-10-0 12-8-0 15-10-12 19-8-0 21-0-0 1-4-0 3-9-4 3-2-12 2-10-0 2-10.0 3-2-12 3-9 4 1-4-0 46 = 3x4 = 18 19 5 20 21 4x6 = 3x6 = 3x8 = 5x8 = 3x6 = 3-9-4 7-0-0 Scale=1:36.4 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 Inct NO Code FBC2017/TPI2014 CS1. TC 0.48 BC 0.84 WB '0.32 Matrix -MS DEFL. in (loc) I/defl L/d Vert(LL) 0.16 10-11 >999 240 Vert(CT) -0.23 10-11 >999 180 Horz(CT) 0.07 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 wood sheathing directly applied or 3-4-5 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-172(LC 23) Max Uplift 2=-960(LC 8), 8=-961(LC 8) Max Grav 2=1501(LC 1), 8=1507(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when'shown. TOP CHORD 2-3=-2812/1675, 3-4=-2634/1575, 4-5=-2354/1462, 5-6=-2337/1456, 6-7=-2653/1582, 7-8=-2826/1677 BOT CHORD 2-11=-1351/2559, 10-11 =-1 331/2496, 8-1 0=-1 354/2488 WEBS 3-11=-283/277, 4-11=-298/841, 5-11=-263/283, 5-10=-285/286, 6-10=-301/848, 7-10=-280/275 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=4ft; 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 100 lb uplift at joint(s) except (jt=lb) 2=960,8=961. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 239 lb down and 413 lb up at 7-0-0, 186 lb down and 210 lb up at 9-0-12, and 186 lb down and 210 lb up at 10-7-4, and 239 lb down and 413 lb up at 12-8-0 on top chord, and 396 lb down and 112 lb up at 7-0-0, 81 lb down at 9-0-12, and 81 lb down at 10-7-4, :and 396 lb down and 112 lb up at 12-7-4 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.lncrease=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 6-9=-54, 12-15=-20 Concentrated Loads (lb) Vert: 4=-148(B) 6=-148(B) 10=-380(B) 11=-380(B) 19=-117(B) 20=-117(B) 22=-59(B) 23=-59(B) August 3,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rsv. 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 buss systems, see ANSI/TP/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 4511 WATERSTONE T20906965 2000_A_ELEVATION G02 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 Aug 310:57:36 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-QdEuCPCzBYY4oGnCPuEbhbNtTTAUhvCbwmT7WZyraQD i -1-4-0 4-6-9 9-0-0 10-8-0 15-1-7 19-8-0 i 21-0-0 1-4-0 4-6-9 4-5-6 1-8-0 4-5-7 4-6-9 1-4-0 I 46 = Scale = 1:36.5 4x6 = m o_ Io 4x6 = 3x4 = 3x6 = 3x6_ 9-0-0 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 YES BCDL 10.0 Code FBC2017/TP12014" 3x4 = 10-8-0 19-8-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.42 Vert(LL) -0.13 9-17 >999 240 MT20 244/190 BC 0.65 Vert(CT) -0.28 9-17 >856 180 WB 0.21 Horz(CT) 0.03 7 n/a n/a Matrix -AS Weight: 94 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=213(LC 11) Max Uplift 2=-524(LC 12), 7=-524(LC 12) Max Grav 2=800(LC 1), 7=800(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except whemshowm TOP CHORD 2-3=-1246/1234, 3-4=-955/903, 4-5=-805/898, 5-6=-955/903, 6-7=-1246/1235 BOT CHORD 2-11=-958/1151, 9-11=-454/805, 7-9=-915/1100 WEBS 3-11=-408/563, 4-11 =-1 82/279, 5-9=-182/279,6-9=-410/563 Structural wood sheathing directly applied. Rigid ceiling directly applied. 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 21-0-0 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 100 Ito uplift at joint(s) except Ot=lb) 2=524, 7=524. 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. August 3,2020 ® 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 Mfrok® 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 ANSIllI ll 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 1 1 Job Truss Truss Type Qty Ply LOT 45/1 WATERSTONE T20906966 2000_A_ELEVATION G03 Common 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 Aug 3 10:57:37 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-upoGQIDbyrgxPPLPycmgEpy_XtTJQLUk9QDg2?yraQC 1 4-0 5-5-5 9-10.0 14-2-11 19-3-8 1 -8- 1-4-0 5-5-5 44-11 4-4-11 5-0-13 V 46 = i Scale = 1:36.8 5x6 3x6 = 5x8 = 9-1d-0 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 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 6=-405(LC 12), 2=-529(LC 12) Max Grav 6=725(LC 1), 2=802(LC 1) CSI. DEFL. in (loc) I/defl Ud PLATES TIC 0.66 Vert(LL) 0.16 7-8 >999 240 MT20 BC 0.87 Vert(CT) -0.32 7-8 >727 180 WB 0.27 Horz(CT) 0.03 6 n/a n/a Matrix -AS Weight: 87 lb 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=-1203/1452, 3-4=-920/1124, 4-5=-920/1174, 5-6=-1209/1512 BOT CHORD 2-7=-1168/1080, 6-7=-1159/1066 WEBS 4-7=-579/574, 5-7=404/681, 3-7=-394/665 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. 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=405, 2=529. 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. GRIP 2441190 FT = 20% ® 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 verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 I� August 3,2020 Job Truss Truss Type Qty Ply LOT 4511 WATERSTONE T20906967 2000_A_ELEVATION G05 Common 2 1 Job Reference (optional) - Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:57:37 2020 Page 1 ID:20VQZH In97x9 G5M9NrbJa IQz3Stx-upoGQI DbyrgxPPLPycm q Epv_XtTJQLUk9QDg27yraQC -1-4-0 5-5-5 9-10-0 14-2-11 19-3-8 19-8-p 1-4-0 5-5-5 4-4-11 4-4-11 5-0-13 0-4- i 46 = 3x6 = 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 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 6=-405(LC 12), 2=-529(LC 12) Max Grav 6=725(LC 1). 2=802(LC 1) Scale = 1:36.8 IT CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.66 Vert(LL) 0.16 7-8 >999 240 MT20 2441190 BC 0.87 Vert(CT) -0.32 7-8 >727 180 WB 0.27 Horz(CT) 0.03 6 n/a n/a Matrix -AS Weight: 87 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=-1203/1452, 34=-920/1124, 4-5=-920/1174, 5-6=-1209/1512 BOT CHORD 2-7=-1168/1080, 6-7=-1159/1060 WEBS 4-7=-579/574, 5-7=-404/681, 3-7=-394/665 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. ll; 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 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=405,2=529. 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. August 3,2020 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 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 ANSUTP/1 Quality Criteria, DSB-89 and BCS/ Building. Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 4511 WATERSTONE T20906968 2000_A_ELEVATION 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 Aug 3 10:57:38 2020 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-M?Med5EDj9oolZwbWJH3nOSDJHwX9s?uO4yEbSyraQB i-1-10-10 2-9-3 1-10-10 2-9-3 Scale = 1:10.1 0-7-0 2-2-3 , Plate Offsets (X,Y)-- [2:0-1-12,0-1-0] 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 0.40 Vert(LL) 0.04 5 >789 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) 0.04 5 >863 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 . Code FBC2017fTP12014 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 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=0-5-11, 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. (Ib) - 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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=456. 6) "NAILED" indicates 3-1Od (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) 10=51(B) August 3,2020 ® 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 MiToM 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 )Tek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117PH Quality Criteria, DSB-09 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 1 Job Truss Truss Type Qty Ply T 45/1 WATERSTONE TJLoob T20906969 2000_A_ELEVATION H5 Diagonal Hip Girder 2 Reference c tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:57:39 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQZ3Stx-gCwOgREs UTxffjVn41 oIJE?JFhDVuJF1 ckin7uyraQA -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 Plate Offsets (X,Y)-- (2:0-2-11 0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid 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 FBC2017/TPI2014 Matrix -MP Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. 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 Grav 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; 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=1.6b 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) 3=145, 2=189. 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) August 3,2020 ®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 M7ek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall {� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MpTek` is always required for stability and to prevent collapse 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 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 45/1 WATERSTONE T20906970 2000_A_ELEVATION H7 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 Aug 3 10:57:39 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQZ3Stx-gCwOgREs UTxffjVn41 oIJE?JNh8ruFJ 1 ckin7uyraQA -1-10-10 5-2-5 i 6-10-10 9-10-13 5-2-5 1-8-5 3-0-3 Scale = 1:22.1 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 FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Harz 2=278(LC 8) Max Uplift 4=-164(LC 8), 2=-244(LC 8), 6=-101(LC 8) Max Grav 4=108(LC 1), 2=515(LC 1), 6=376(LC 28) 3x4 = CsL DEFL. in (loc) I/defi Ud PLATES GRIP TC 0.77 Vert(LL) -0.28 6-9 >424 240 MT20 244/190 BC 0.86 Vert(CT) -0.57 6-9 >206 180 WB 0.32 Horz(CT) 0.01 6 n/a n/a Matrix -MS Weight: 41 lb FT = 20% BRACING. TOP CHORD Structural wood sheathing directly applied or 5-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-15 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-682/341 BOT CHORD 2-6=-408/617 WEBS 3-6=-666/440 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 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 girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=ib) 4=164, 2=244, 6=101. 7) 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, 123 lb down and 85 lb up at 4-3-11, 123 lb down and 85 lb tip at 4-3-11, and 163 lb down and 159 lb up at 7-1-10, and 163 lb down and 159 lb up at 7-1-10 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, 18 lb down at 4-3-11, 18 lb down at 4-3-11, and 37 lb down at 7-1-10, and 37 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) August 3,2020 ® 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 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 iVliTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 1 Job Truss Truss Type Qty Ply LOT 45/1 WATERSTONE T20906971 2000_A_ELEVATION H7V Diagonal Hip Girder 2 1 Job Reference o floral • Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:57:40 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-I0002nFU Fm3W Gt4zekJXsRXWz5XXdg2ArORLfKyraQ9 -1-10-10 5-4-1 9-10-13. 5-4-1 4-6-11 Scale = 1:23.2 3x4 0-0 3 5-4-1 0- -3 5-3-14 9-10-13 4-6-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate GripDOL 1.25 TC 0.58 Vert(LL) 0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.12 6-7 >060 180 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-0 oc 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. -Ali 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 ANSlrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=276,5=142,2=269. 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, B=40), 8=0(F=10, B=1 0)-to-5=-49(F=-1 5, B=-15) August 3,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 1 1 ' I � 91 Job Truss Truss Type Qty Ply LOT4511 WATERSTONE T20906972 2000_A_ELEVATION K01 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 Aug 3 10:57:412020 Page 1 I D:hKY1 ep9FiDwfFyJCybTuLLyv92?-ma2nF7G604BMul fABSgmOf4m 1 U?CMDIK42BuBmyraQ8 -1.4-0 2-0-0 5-11-0 7-11-0 9-3-0 1-4-0 2 0 0 3-11-0 2-0-0 1-4-0 Special - 5x8 = Special NAILED 46 = 19 4 2x4 = - — u 0-5-8 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 Inca NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP NoA Right: 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 5=0-4-0 Max Horz 2=-69(LC 6) Max Uplift 2=-51O(LC 8), 5=-51 O(LC 8) Max Grav 2=360(LC 36), 5=360(LC 31) Scale=1:19.9 1-0 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 puriins. 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 "Special" indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. 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); 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 100 lb uplift at joint(s) except (jt=lb) 2=510,5=510. 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). y 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, 9-14=-20 Concentrated Loads (lb) Vert: 3=33(B) 4=33(B) 8=43(B) 7=43(B) 20=0(B) August 3,2020 WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED Mn'EK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFOREUSE. 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� AA building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI �reW 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 ANSIITPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lntonstation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 I , , Job Truss Truss Type Qty Ply LOT 4511 WATERSTONE T20906973 2000_A_ELEVATION K02 COMMON SUPPORTED GAB 1 1 Job Reference (optional) - Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:57:42 2020 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-Enc9TTHknOJ DW BEM19L?xscrVuLZ5fPTIiwRkDyraQ7 1-4-0 3-11-8 7-11-0 9-3-0 1-4-0 3-11-8 3-11-8 1 4-0 4x6 = 2x4 Scale = 1:19.6 0-5-8 7.11-0 01-8 ' 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 TC 0.64 Vert(LL) 0.01 5 n/r 120 MT20 24.4/190 TCDL 7.0 Lumber DOL 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 FBC2017/TPI2014 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 purlins. 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=-174/342 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=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, Exterior(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 ANSI/TPI 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 100 lb uplift at joint(s) 6 except Qt=lb) 2=255,4=255. August 3,2020 ®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 ANS11TP/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 1 1 Jab Truss Truss Type Qty Ply LOT4511 WATERSTONE T20906974 2000_A_ELEVATION Vol Valley 1 1 Job Reference (optional) • Builders Flrstsource (Plant Glty, I-L), F9ant GI[y, hL - 33b6/, t5.24U s Mar 9 zuzu mi I eK Inaustrles, Inc. noon Aug 3 1 U:br4z zuzU rage i ID:20VQZH In97x9G5M9NmJalQZ3Stx-Enc9TTHknOJ D W BEM19L?xscuNuMF5gCTliwRkDyraQ7 -1-0-0 3-10-0 7-4-0 , 8-6-0 1-0-0 3-10-0 3-6-0 1-4-0 4x6 = a 7 6 3x6 II 2x4 II 3x6 II Scale = 1:21.3 7-4-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in ([cc) 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 2441190 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 FBC2017rTP12014 Matrix-R Weight: 34 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. 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 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=42psf; 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) -1-0-0 to 3-0-0, Extedor(2) 3-0-0 to 3-10-0, Corner(3) 3-10-0 to 7-10-0, Extedor(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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except Qt=lb) 8=236,6=273. August 3,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 BEFORE USE. OF 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 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 ANS11noll 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 4 y % Job Truss Truss Type Qty Ply LOT 45/1 WATERSTONE T20906975 2000_A_ELEVATION V02 Valley 1 1 Job Reference (optional) - mumers mrstboufce (Ntant uity, rL), rlant uity, rL - 3306f, C.z4u s Mar v zuzu MI I eK maustnes, Inc. Mon Aug s 1umt:4S zuzu rage i ID:20VQZH In97x9G5M9NmJalQZ3Stx-iz9XgpIMYh R47KpYJss EU491 Tlh3g57dXMg?GfyraQ6 i 4-4-8 8-9-0 4-4-8 4-4-8 R 0 2 6.00 12 4 2x4 i 2x4 II Scale=1:16.3 3 i V .o 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.14 HOrz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 28 lb FT = 20% LUMBER- I 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. 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 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 100 lb uplift at joint(s) except (jt=lb) 1=105,3=105,4=103. August 3,2020 ® WARNING - Verify design pa"meters and READ NOTES ON THIS AND INCLUDED mr EK REFERENCE PAGE Mil-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 r , 1, y Job Truss Truss Type Qty PlyILOT46/1 WATERSTONET20906976 2000_A_ELEVATION VO4 GABLE 2 b Reference (optional) ounuers nrbrauurce trianr uly, rL/, rianl uny, rL-ocoor, o.L4U s.mar a LULU nai r eK lnuustnes, mc. man mug a lu:o/:4o LULU rage -i ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-iz9XgpIMYhR47KpYJssEU499H Ijlg7EdXMg?GfyraQ6 2-3-15 2x4 -�- 2x4 II 2 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 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 FBC2017ffP12014 Matrix-P LUMBER- BRACING - Scale = 1:8.6 PLATES GRIP MT20 244/190 Weight: 7 lb FT = 20 TOP CHORD 2x4 SP No.? TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc pudins, BOT CHORD 2x4 SP No2 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. 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. August 3,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.'' Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17rPN 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 4511 WATERSTONE T20906977 2000_A_ELEVATION V05 GABLE 2 1 Job Reference (optional) builders First5ource (Plant city, I-L), Plant city, FL - 33b67, 8.24U S Mar 9 ZUZU Mi I eK inaustnes, Inc. Mon Aug 3 1U:bt:44 ZUZU rage i ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-B9jvu8l_J?ZxIUOltaOTOHiEsilAZaUmmOPYo5yraQ5 4-3.15 4-3.15 v g 0 Scale = 1:13.6 2 3 2x4 - 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 TCDL 7.0 Lumber DOL 1.25 BC 0.15 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 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 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied •or 4-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=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) 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 100 lb uplift at joint(s) 1 except (jt=lb) 3=102. August 3,2020 ®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 MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Qualify Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety on, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 I Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-11fi For 4 x 2 orientation, locate plates 0- 'lie" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots.. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint. number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 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 ]CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved 3r MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury _ 1. Additional stability bracing for truss system, e:g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIITPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIITPI 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 ANSIITPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.