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HomeMy WebLinkAboutTrussr ✓•4, r;.�i ' r%' .Y by ! {'`�i-'T l at' i Lt' i ° rr 3 ° :k j'- r1 i ft 3 rvr, 3'St.' �/ r ; 4 1 - '�} €�.,,• �__ : s Y S'z.. . 258 Southhall Lane; Suite 200 Maitland, Flonda 32751 r P (3 1) 972-0491 F (4b7) B$Q�2304 E info@fdseng.com D, �,�Y Website uuw5v^Ydseng come F �w `. �EN©lNiRERING •ASSOCf44TEB a �` r. °February 17, 2021 Building Department 'Ref: Adam I1[Qms"+� a o `^ ' t .,Lot: LoF27 ilk, ^ "' er 1 z s Subdivision:" ForrY'rexg-�a '1�eYstone rr Address 8124 Amalf t�ir ; : ' f Model 2U5 AHG 3CF KA #' 21-1351 Truss Company: Buliaers First Source Date of drawings:: 214/21' Job No.: 2631384 Wind -Speed: 160 Ekposure: C - Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package -for the project referenced above.. This trus"s package complies with the original design intent and the underlying structure All 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=Comparfy with truss profilessealec� byrthe Truss $ ; Engineer. p. Please ,note; this review is only for general-bonformance with the design concept of the project i --- `- Contrd6tor or subcontractor is responsihle for matching; all str (-,6albomponents arid -details:. shovi in the construction documents. ' Gontractor'or sub-confiactor is also responsible for f W r .. �3l0Sl�Di ^� f con firming<all quantities and dimensions; selecting a proprI46 falincation processes �0 is y vn�r techniques-Ahd coordinating work with all other,trades Note:' Truss ID's may vary:law If you have any. questions; please do not hesitate to,"call • ' f [c/ Sincerely , �7_0•'._p� 2/l7/2021 <4. Carl A. Brown, P.E. t° 'Luis Pablo T 'rres,JP t u FL. # 56126 s h •4, F,L # 87864 � FDS Engineering p►ssociates; A'fBG-Company' L x °fib 14 f F_ "Your,Building CodeTExperts 5 1 - '59-08-00 2-08-00- - 1400-00'6 - 10-08-00 11-04-00 - + 14-08-00 - r - _ Y CONN;ECTORS' SCHEDOLE . - ROQF . TRUSS Q .IQ F KO:DEL = ROOF UPLIFT . 'SYM ,. 0 A" LUS24 / JUS24 895 / 835 490 /610; 6 `A HTU26 7 THD26 .'" 3600 / 3470 1555 /::2330 ILA,:,. 0. '13 1 HTU28 / THD28 ' •46801 5040 2.1,40 / 2330 1LB- 0 : C-" `HTU26=2°/ THD26-2 3600 / 3355 2115 /2340- "lid Q D HTU28-2 / THD28-2 46,80 / 5005 3485 / 2595 1lD 0 E HGU826-2 / THDH26-2 5320 / 5245 2155 / 2340 1 <E F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 1LF 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 1 1.G F0 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 1 LH 0 J THASR-L29 / 9100 / 8990 4095 / 4370 1 w 28 3 X 8 NOP CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B7 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (le. SHEATHING, SHINGLES, ETC.) ' .. ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 0112 TOP CHORD S V E: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend 11'4' BRG HGHT =6'-D" BRG HGHT 10'-O" BRG HGHT Adams Homes PROJECT: Single Family 160 MODEL: 2265 A 3CAR 160 ' ❑f Reviewed and Approved ❑ Revise and Resubmit ADDRESS: 1 8124 AMALFI CIR " ❑ Reviewed mithNotations ❑ Not Reviewed (see explanation) LOT / BLOCK: 2712 SUBDIVISION: WATERSTONE Corrections or comments made on equipment submittals or shop drawings during this review do CITY: FT PIERCE 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 D5M BY: K SANCHEZ general- compliance with the information given in the contract documents. The contractor is 0 ; 2631384 responsible for confirming and conflating all quantifies and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and ATE: 10210412021 1 SCALE: NTS performing his work in a safe and satisfactory manner PLAN DATE: 1 2021 FDS ENGINEERING ASSOCIATES REVISIONS: Date: 02/17/2021 By: BH 1.JAN 2021 (NEW CODE) Submittal No.: Project No.: 21-1351 Project Eng.: "Luis T 2 Project Name: Adams Homes -Fort Pierce- Waterston, Lot 27 Blk. 2 3. VERIFY ALL DIMENSIONS AND CERINO CONMONS PMOR TO APPROVAL SOME CEILING FRAMW REOURFD IN FIELD BY BUILDER 4. MAIN WWD FORCE RESLSTING SYSTEMO-C HYBRID NM ASC 40 ENCLOSED IMPORTANT EXPOSURE CATEGORY C OCCUPANCY CATEGORY a This Drawing Must Be Appr ved And WIND LOAD i60 MFx WIND IMPORTANCE FACTOR 1.00 TRUSSES HAVE BEEN MIGNEO FOR A 10.0 PSF BOTTOM CHORD ME LOAD Returned Before Fabricat on Will Begin. For Your Protection heck Al l NOHCONCURRENT WITH AHY OTNER LIVE LOADS Dimensions And Condition Prior To Approval Of Plan SIGNATURE BELOW INDIC TES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSION HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF By Date BCDL: 10 PSF BCDL: 5 PSF TOTAL: 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 305-1301 1• Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 2631384 - LOT 27/2 WATERSTONE MUTek USA, Inc. Site Information: 6904 Parke East Blvd. a FFL 33610-4115 Customer Info: Adams Homes Port St Lucie Project Name: 2631384 Model: 2265 TeR Lot/Block: 27/2 Subdivision: WATERSTONE Address: 8124 AMALFI CIRCLE — City: City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria $ Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 54 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T22730398 A 2/4/21 23 T22730420 D13 2/4/21 2 T22730399 A2 2/4/21 24 T22730421 D15 2/4/21 3 T22730400 A4 2/4/21 25 T22730422 D17 2/4/21 4 T22730401 B7 2/4/21 26 T22730423 D19 2/4/21 5 T22730402 B9 2/4/21 27 T22730424 D21 2/4/21 6 T22730403 B11 2/4/21 28 T22730425 E3 2/4/21 7 T22730404 B13 2/4/21 29 T22730426 E5 2/4/21 8 T22730405 B15 2/4/21 30 T22730427 E7 2/4/21 9 T22730406 B17 2/4/21 31 T22730428 E7G 2/4/21 10 T22730407 B19 2/4/21 32 T22730429 E7S 2/4/21 11 T22730408 B21 2/4/21 33 T22730430 E7V 2/4/21 12 T22730409 C1 2/4/21 34 T22730431 E22 2/4/21 13 T22730410 C1 S 2/4/21 35 T22730432 FG 2/4/21 14 T22730411 C1 V 2/4/21 36 T22730433 G7 2/4/21 15 T22730412 C3 2/4/21 37 T22730434 G9 2/4/21 16 T22730413 C3S 2/4/21 38 T22730435 G11 2/4/21 17 T22730414 C3V 214/21 39 T22730436 G13 2/4/21 18 T22730415 C5 2/4/21 40 T22730437 G15 2/4/21 19 T22730416 C5V 2/4/21 41 T22730438 G17 2/4/21 20 T22730417 D7 2/4/21 42 T22730439 G19 2/4/21 21 T22730418 D9 2/4/21 43 T22730440 GGE 2/4/21 22 T22730419 D11 2/4/21 44 T22730441 H3 2/4/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. 1 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. February 4,2021 Velez, Joaquin 1 of 2 MiTek USA, Inc. RE: 2631384 - LOT 27/2 WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2631384 Model: 2265 A 3CAR Lot/Block: 27/2 Subdivision: WATERSTONE Address: 8124 AMALFI CIRCLE — City: City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T22730442 H5 2/4/21 46 T22730443 H7 2/4/21 47 T22730444 H7V 2/4/21 48 T22730445 K01 2/4/21 49 T22730446 K02 2/4/21 50 T22730447 M 2/4/21 51 T22730448 IVM3 2/4/21 52 T22730449 PB 2/4/21 - 53 T22730450 _ - P91 -- -- -- - - -- 2/4/21 54 T22730451 R2 2/4/21 2 of 2 Job Truss Truss Type Qty Ply LOT 2712 WATERSTONE T22730398 2631384 ` A PIGGYBACK BASE TRUSS 5 1 Job Reference (optional) ou,wo,a nisrauurce tnanr Illy, rL), riant Idly, rL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 412:00:40 2021 Page 1 ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-9jifpmaSm6AzefEG2ruOtFHmNV13cRdVjacsGTzoWyr T1-4-9 5-2-12 8-11-0 12-11-12 21-0-0 25-8-0 31-1-13 36-2-11 42 7 8 44 0 0 1-4-u b-[-12 3-8-4 4-0-12 4-8-0 5-5-13 5-0-13 6-4-13 1-4-8 5x6 = 5x6 = 627 728 of 8-11-0 18-.-- 3x6 � 6x = -0 42-7-8 Scale = 1:80.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES - GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.39 18-21 >267 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.28 18-21 >376 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 234 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. 2-18: 2x4 SP No.2 WEBS 1 Row at midpt 5-17, 6-16 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-7-8, 18=0-3-0 Max Horz 2=376(LC 11) Max Uplift 2=-444(LC 12), 10=-672(LC 12), 18=-838(LC 12) Max Grav 2=397(LC 23), 10=1586(LC 18), 18=1887(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-394/365, 3-4=-307/356, 4-5=-271/334, 5-6=-1593/925, 6-7=-1528/928, 7-8=-1738/949, 8-9=-2542/1180, 9-10=-2728/1232 BOT CHORD 2-18=-336/245, 16-17=-459/1315, 14-16=-372/1390, 12-14=-716/1923, 10-12=-966/2387 WEBS 5-17=-1987/731,5-16=0/416, 6-14=-60/481, 7-14=-193/531, 8-14=-744/453, 8-12=-148/627, 9-12=-349/300, 17-18=-1680/621, 3-18=-318/434 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Extedor(2R) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 44-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=444,10=672,18=838. 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. February 4,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I1912020 BEFORE USE. • Design valid for use only with MiTek® cannectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPif Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 2712 WATERSTONE T22730399 2631384 A2 PIGGYBACK BASE TRUSS 1 1 Job Reference (optional) ustaource (Plant City, FL). Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 412:00:43 2021 Page 1 ID:6gDIOH2OVeg 1 Nkl sxoNemzyuU LB-alNn RndK31 YYV7zrjzSjVuvFOj2tpoLyPYq WtozoWyo T7-4-01 7-2-4 12-11-12 21-0-0 25-8-0 31-1-13 36-2-11 42-7-8 444-8 1 v u 7-2-4 5-9-8 8-0-4 4-8-0 5-5-13 5-0-13 6-0-13 1-4-8 3x6 = 3x6 11 6.00 12 5x6 = 5x6 = 528 629 3X6 11 Scale=1:78.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.22 17-20 >368 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.55 13-15 >776 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2020(T.PI2014 Matrix -AS Weight: 230 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. 2-17: 2x4 SP No.2 WEBS 1 Row at midpt 4-16, 5-13 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-4-0, 17=0-3-8 Max Horz 2=376(LC 11) Max Uplift 2=-338(LC 12), 9=-701(LC 12), 17=-842(LC 12) Max Grav 2=306(LC 23), 9=1670(LC 18), 17=1919(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-365/379, 3-4=-273/292, 4-5=-1987/1034, 5-6=-1629/968, 6-7=-1852/995, 7-8=-2562/1181, 8-9=-2730/1224 BOT CHORD 15-16=-625/1856, 13-15=-428/1591, 11-13=-738/1983, 9-11=-944/2361 WEBS 4-16=-2270/799, 4-15=-81/279, 5-15=-132/489, 5-13=-87/372, 6-13=-218/608, 7-13=-694/432, 7-11=-100/525, 8-11=-269/258, 16-17=-18851861, 3-16=-420/427 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Extedor(2R) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 44-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=338,9=701,17=842. 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. February 4,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II.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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lnformalion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa; Parke 36610 East Job Truss Truss Type Qty Ply LOT 27/2 WATERSTONE T22730400 2631384 A4 PIGGYBACK BASE TRUSS 1 1 Job Reference (optional) Builders Pustaource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 12:00:45 2021 Page 1 ID:6gDIOH2OVeg 1 Nkl sxoNemzyuU LB-WhVYsTebaeoGkQ6DrOUBaJ_dZWhkHisEtsJdxgzoWym T1-4-Q 6-3-0 12-10-0 21-0-0 25-8-0 28-10-o 36-1-8 42-3-8 44-0-0 1-4-0 6-3-0 6-7-0 8-2-0 4-8-0 3-2-0 7-3-8 6-2-0 1-8-8� 5x6 = 6.00 FIT 5x6 = 530 6 31 21 `" 3x8 = 2x4 11 13 12 11 3x6 = 3x6 I I 2x4 11 6x8 = 2x4 = 2x4 11 36-1-8 Scale = 1:79.6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.61 BC 0.97 WB 0.86 Matrix -AS DEFL, Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud -0.23 15-16 >999 240 -0.38 15-16 >999 180 0.15 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 275 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied. Except: 7-15: 2x4 SP No.3 2-2-0 oc bracing: 14-15 WEBS 2x4 SP No.3 6-0-0 oc bracing: 7-15 WEBS 1 Row at midpt 4-16, 6-16 JOINTS 1 Brace at Jt(s): 14 REACTIONS. (size) 2=0-8-0, 21=0-3-0, 11=0-3-8 Max Horz 2=486(LC 11) Max Uplift 2=-355(LC 12), 21=-766(LC 12), 11=-739(LC 12) Max Grav 2=279(LC 18), 21=1930(LC 17), 11=1674(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-490/431, 3-4=-2186/1048, 4-5=-1829/990, 5-6=-1570/983, 6-7=-2216/1259, 7-8=-2207/1083, 8-9=-2821/1246, 9-11=-1560/924 BOT CHORD 16-18=-753/2137, 15-16=-473/1639, 14-15=-986/2439, 7-15=-352/385 WEBS 3-18=-765/2147, 4-16=-489/318, 5-16=-93/545, 6-15=-457/987, 8-15=-679/385, 9-14=-969/2331, 19-21=-1894/889, 3-19=-1801/919 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Exterior(2R) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 44-0-0 zone; end vertical right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer! Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=355, 21=766, 11=739. 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. February 4,2021 A WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2o20 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 WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/Tp/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 27/2 WATERSTONE T22730401 2631384 ' B7 HIP TRUSS 1 Job Reference (optional) ---- - -• -• - - - • - ---� v QV 4- IVII I UK 1[1UU51ne5, Inc. I PU re0 4 IL:UU:ob LU21 rage 1 ID:6gDIOH2OVeg 1 Nkl sxoNemzyuU LB-dBnSbvclXeRQoQcj6dDEc21 pVl7hgbS9sNzpvQzoWyZ 1-0-0 3-9-4 7-60 13-5-6 19-1612 26d-2 32-9-8 36-2-12 39-1-11 3 -8 0 42-11-7 46-8-0 8-0 1-4-0 3-9-4 3-2-12 6.5-6 6-5-6 6-5-6 6-5-6 3.5-4 2-10-15 0-6- 3-3.7 3.8-9 1-4-0 2x4 3 1.5x8 STP = 0 46 = 5x6 = 6.00 FIT 5x8 = 2x4 11 5x6 = 4x6 = 5x8 — 4 27 28 5 29 30 31 32 336 34 35 36 737 38 39 40 41 842 43 44 9 20 45 3x8 = 46 19 111? 48 49 3x8 MT20HS = 2x4 11 5017 51 52 53 5416 55 56 57 15 5x8 = 4x6 = 3x6 II Scale=1:84.8 2x4 zZ 10 c? 1.5x8 STP = o o 4 1t 1A 2 Iq 0 3.50112 46 zZ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.29 17-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.44 17-19 >914 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) 0.10 15 n/a n/a BCDL 10.0 Code FBC2020/TP120.14 Matrix -MS Weight: 470 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 8-15: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 15=0-3-0, 11=0-8-0 Max Harz 2=-154(LC 6) Max Uplift 2=-1001(LC 8), 15=-1453(LC 8), l l=-403(LC 8) Max Grav 2=2307(LC 1), 15=3691(LC 1), 11=814(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4560/1833, 3-4=-4415/1765, 4-5=-3994/1646, 5-6=-5495/2330, 6-7=-5518/2348, 7-8=-3760/1653,8-9=-144/468,9-10=-2146/684,10-11=-2329/872 BOT CHORD 2-20=-1510/4029, 19-20=-2097/5559, 17-19=-2097/5559, 16-17=-1447/3826, 14-15=-3466/1410, 8-14=-2638/1271, 13-14=-456/2266, 11-13=-678/2220 WEBS 3-20=-261/140, 4-20=-419/1479, 5-20=-1797/797, 5-19=0/462, 6-17=-642/503, 7-17=-752/1933, 7-16=-1606/914, 8-16=-1691/4400, 9-13=-98/1132, 10-13=-463/219, 9-14=-2804/772 Structural wood sheathing directly applied or 4-8-0 oc purlins. Rigid ceiling directly applied or 3-5-6 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-8-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing atjoint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1001,15=1453,11=403. _., ontinued on page 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 27/2 WATERSTONE +2631384 B7 HIP TRUSS 1 T22730401 Job Reference (optional) ------------- •-• •• -••�• -� •• " Y. • - 7-4Gu s Nov au zuzu mi i eK maustrles, Inc. I nu Feb 4 12:00:58 2021 Page 2 NOTES- ID:6gDIOH2OVeg 1 Nk1 sxoNemzyuU LB-dBnSbvolXeRQoQcj6dDEc21 pVl7hgbS9sNzpvQzoWyZ 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 125 lb dawn and 100 lb up at 7-0-0, 87 lb down and 108 lb up at 9-0-12, 87 Ib down and 108 lb up at 11-0-12, 87 lb down and 108 lb up at 13-0-12, 87 lb down and 108 lb up at 15-0-12, 87 lb down and 108 lb up at 17-0-12, 87 lb down and 108 lb up at 19-0-12, 87 lb down and 108 lb up at 21-0-12, 87 lb down and 108 lb up at 23-0-12, 87 lb down and 108 lb up at 23-7-4, 87 lb dawn and 108 lb up at 25-7-4, 87 lb down and 108 lb up at 27-7-4, 87 lb down and 108 lb up at 29-7-4, 87 lb down and 108 lb up at 31-7-4, 115 lb down and 118 lb up at 35-7-4, and 115 lb down and 118 lb up at 37-7-4, and 179 lb down and 198 lb up at 39-8-0 on top chord, and 364 lb down and 85 lb up at 7-0-0, 65 lb down at 9-0-12, 65 lb down at 11-0-12, 65 lb down at 13-0-12, 65 lb down at 15-0-12, 65 lb down at 17-0-12, 65 lb down at 19-0-12, 65 lb down at 21-0-12, 65 lb down at 23-0-12, 65 lb down at 23-7-4, 65 lb down at 25-7-4, 65 lb down at 27-7-4, 65 lb down at 29-74, 65 lb down at 31-7-4, 121 lb down and 113 lb up at 33-7-8, 83 lb down at 35-7-4, and 83 lb down at 37-7-4, and 424 lb down and 72 lb up at 39-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-9=-54, 9-12=-54, 15-21=-20, 13-14=-20, 13-24=-20 Concentrated Loads (lb) Vert: 4=-125(F) 15=-121(F) 20=-364(F) 9=-179(F) 27=-87(F) 28=-87(F) 29=-87(F) 30=-87(F) 31=-87(F) 33=-87(F) 34=-87(F) 35=-87(F) 36=-87(F) 37=-87(F) 38=-87(F) 40=-87(F) 41=-87(F) 43=-115(F) 44=-115(F) 45=-40(F) 46=-40(F) 47=-40(F) 48=-40(F) 49=-40(F) 50=-40(F) 51=-40(F) 52=-40(F) 53=-40(F) 54=-40(F) 55=-40(F) 56=-40(F) 57=-40(F) 58=-61(F) 59=761(F) 60=-424(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not u' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27/2 WATERSTONE T22730402 2631384 ' B9 HIP TRUSS 1 1 Job Reference (notional) u— rwi — uwusuros, na:. i nu reu 4 _I z:uuaa zuzi rage i ID:6gDIOH2OVeg 1 Nkl sxoNemzyuU LB-6NLgoFpNHyZHQaBvfKkT8Gal c9V4Z2q 151 iNRszoWyY 1-4- 4-9-4 9-0-0 17-3-1 25-6-2 33-9-4 37-8-0 41-11-7 46-8-0 8-0- -4-0 4-9-4 4-2-12 8-3-1 8-3-1 8-3-2 3-10-12 4-3-7 4-8-9 -4-0 5x6 = 6.00 12 4 0 5x8 = 5x6 = 3x4 = = 27 28 5 29 6 30 731 8 5x6 i9 18 17 16 15 14 46 = 3x8 = 3x6 = 6x8 = 3x8 = 3x8 = 3.50112 4x6 2x4 II 9-0-0 Scale=1:84.8 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 FBC2020/TPI2014 CSI. TC 0.57 BC 0.84 WB 0.89 Matrix=AS DEFL. in (loc) I/defl L/d Vert(LL) 0.22 17 >999 240 Vert(CT) -0.33 15-17 >999 180 Horz(CT) 0.11 14 n/a n/a PLATES GRIP MT20 244/190 Weight: 235 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. 7-14: 2x4 SP No.3 WEBS 1 Row at midpt 5-19, 5-15, 6-14 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0, 14=0-3-0 Max Horz 2'--191(LC 11) Max Uplift 2=-664(LC 12), 10=-335(LC 12), 14=-748(LC 12) Max Grav 2=1297(LC 21), 10=525(LC 18), 14=1808(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2311/1279, 3-4=-2067/1121, 4-5=-182411080, 5-6=-1646/1028, 8-9=-746/383, 9-1 0=-1 2151771 BOT CHORD 2-19=-1003/2041, 17-19=-1029/2306, 15-17=-1029/2306, 14-15=-696/1629, 13-14=-761/437, 7-13=-370/325, 12-13=-42/324, 10-12=-612/1090 WEBS 3-19=-316/297, 4-19=-1821600, 5-19=-650/315, 5-17=0/313, 5-15=-761/378, 6-15=-83/609, 6-14=-1973/927, 8-13=-629/298, 8-12=-128/533, 9-12=-457/473 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Eztedor(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 37-8-0, Exterior(2R) 37-8-0 to 41-10-15, Interior(1) 41-10-15 to 48-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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) 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=664,10=335.14=748. 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. February 4,2021 ® WARNING - Verily, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/202o 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 andforchord 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 ANSI7rplf 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 2712 WATERSTONE T22730403 2631384 ' B11 HIP TRUSS 1 1 Job Reference o tional - - --- -- - •r • - v 0.40U s IvoV oU /UZU MI I eK Incusmes, Inc. i nu I-eo 4 12:UU:4f ZU21 rage 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-S3diH9gr6G2_kGcypXffk4?2KOGIaXXKAokOZzoWyk 1-0-0. S9-0 11.0.0 18-3-3 25-6-5 33-9-0 35-8-0 39-1-11 0.10.942-8-5 46-&0 1-4-0 5-9-4 5.2-12 7-3-3 7-3-3 8-2-15 -1.12 3-511 1.6-13 1-9-12 3-11-11 6.00 12 0 5x8 = 2x4 11 5x8 = 3x4 II 5x6 = 4 28 29 30 5 6 31 32 7 8 2x4 11 3x8 MT20HS = 3x8 = 2x4 11 6x8 = 4x6 Zz 4x6 = 3x6 = 3.50 12 3x8 = 39-1 Scale = 1:84.6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.48 BC 0.84 WB 0.98 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udefl L/d -0.19 16-18 >999 240 -0.33 16-18 >999 180 0.10 13 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 245 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. 7-13: 2x4 SP No.3 WEBS 1 Row at midpt 6-13 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 2=0-8-0, 13=0-3-0 Max Horz 2=223(LC 11) Max Uplift 10=-225(LC 12), 2=-662(LC 12), 13=-761(LC 12) Max Grav 10=552(LC 18), 2=1528(LC 17), 13=2024(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2729/1217, 3-4=-2215/1065, 45=-2138/1139, 5-6=-2138/1139, 8-9=-10131494, 9-10=-1390/748 BOT CHORD 2-19=-1006/2544, 18-19=-1006/2544, 16-18=-707/2041, 14-16=-557/1601, 13-14=-559/1592, 12-13=-820/455, 7-12=-369/313, 10-11=-615/1269 WEBS 3-18=-590/343, 4-18=-89/540, 4-16=-152/379, 5-16=-420/375, 6-16=-324/769, 6-14=01421, 6-13=-2025/809, 8-12=-498/237, 9-11=-428/428, 8-11=-350/1016 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Extedor(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 35-7-9, Exterior(2R) 35-7-9 to 39-10-8, Interior(1) 39-10-8 to 46-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 10 considers parallel to grain value using ANSI1TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 10=225, 2=662, 13=761. 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. February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. ' Design valid 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 andior chord members only. Additional temporary and permanent bracing M iTek• 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 ANS17TFl1 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 27/2 WATERSTONE T22730404 2631384 � B13 Hip 1 1 Job Reference o tional . _ ---- , °.emu° , ,�°v ou tutu rvn r ee nwusules, Irlu, i nu reu 4 I4:UU:40 4U,& I rage 1 ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-wGBgUVgTtZArburoW W2uCxc9gknwUSkhzgYHY?zoWyj i1-4-Q 6-9-4 13-0-0 19-11-4 26-8-12 33-8-0 39-1-11 46 8-0 1-4-0 6-9 4 6-2-12 6-11 4 6-9-8 6-11-4 5-5-11 Scale=1:86.2 6.00 12 5x8 = 5x6 3x8 10x16 MT20HS = = 4 27 28 29 5 6 3031 32 7 18 16 "" '" 14 JO 13 12 4x6 2x4 11 3x8 MT20HS = 3x6 = 3x8 = 3x8 = 3x6 = 3x8 MT20HS 1 4x6 = 3.50 12 19-11-4 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 Incr YES Code FBC2020/TP12014 CSI. TC 0.54 BC 0.69 WB 0.73 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defi Lid -0.15 14-16 >999 240 -0.26 14-16 >999 180 0.07 12 n/a n/a PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 258 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. 7-12: 2x4 SP No.3 WEBS 1 Row at midpt 4-14, 6-11 WEBS 2x4 SP No.3 REACTIONS. (size) 9=0-8-0, 2=0-8-0, 12=0-3-8 Max Horz 2=260(LC 11) Max Uplift 9=-155(LC 12), 2=-636(LC 12), 12=-858(LC 12) Max Grav 9=375(LC 18), 2=1476(LC 17), 12=2262(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2558/1131, 3-4=-1913/948, 4-5=-1577/913, 5-6=-1577/913, 6-7=-73/646, 7-8=-1841752, 8-9=-392/205 BOT CHORD 2-18=-914/2412, 1 6-18=-916/240 7, 14-16=-555/1774, 13-14=-261/975, 11-12=-2153/1021, 7-11=-570/359, 10-11 =-1 621263, 9-1 0=-1 72/345 WEBS 3-18=0/268, 3-16=-738/415, 4-16=-118/619, 5-14=-391/349, 6-14=-398/963, 11 -1 3=-284/991, 6-11 =-1 832/824, 8-11 =-1 0091536, 8-10=01355 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 33-8-0, Exterior(2R) 33-8-0 to 37-10-15, Interior(1) 37-10-15 to 46-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 7 = 16% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Bearing at joint(s) 9 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 Qt=lb) 9=155,2=636,12=858. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 4,2021 ® WARNING - Verity design Parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with 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 verity 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 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/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety lnformatfon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27/2 WATERSTONE T22730405 C'631384 B15 HIP TRUSS 1 1 Job Reference o tional - --•---•-- �• •-••• •-••, •-n •�•• �r, - �����, o.wu s Nov au tutu MI I eK Inouslnes, Inc. I nu reD 4 12:Uu:49 ZU21 Page 1 ID;6gDIOH2OVegl NklsxoNemzyuULB-OS12igh5etliD2Q_4EZ71991M72aDXlgnTHr4RzoWyi r1-4-Q 5-2-12 8-8-8 15-0-0 23-4-0 31-8-0 35 2 9 41 5 0 '1-4-0' 5-2-12 3-5-12 6-3-8 8-4-0 8,4-0 3-6-9 6-2-8 Scale = 1:76.5 • 5x8 = 6.00 12 5x8 = 5x8 = 5 28 6 29 30 31 7 2x4 5x6 8 27]rS: 32 4x6 4 9 2x4 Q 4x6 3 1.5x8 STP = - 10 Io 26 8-10-4 6 I9 1 2 3x4 = 15 34 14 13 12 3511 IN 0 3x4 = 3x6 = 3x8 = 17 3x6 = 3x4 = 4x12 I I 133 8-11-0 18 3x6 = 6x8 = i 5-2-12 11, -0 15-0-0 23-4-0 31-8-0 41-5-0 _ 52-12 --3-5-12._ 0.`�-8-- _ - 6-1-0- _ _ -- — _ _-- _ 8-4-0 - -- 8-4-0 - -9-9-0- Plate Offsets (X,Y)-- [4:0-3-0 0-3-0] [5:0-6-0 0-2-8] [6:0-4-0 0-3-0] [7.0-6-0 0-2-8] [10:0-7-12 Edge] 118.0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 C91. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.26 18-25 >408 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.31 11-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 220 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: 4-18: 2x4 SP No.3 3-8-0 oc bracing: 16-18 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 A 3-6-10 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 18=0-3-0 Max Horz 2=249(LC 11) Max Uplift 10=-549(LC 12), 2=-418(LC 12), 18=-841(LC 12) Max Grav 10=1428(LC 18), 2=407(LC 23), 18=1787(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-307/362, 3-4=-126/278, 4-5=-1510/821, 5-6=-2081/1152, 6-7=-2081/1152, 7-8=-2019/1017, 8-10=-2125/1059 BOT CHORD 2-18=-419/268, 16-18=-1588/610, 4-16=-1490/641, 13-15=-521/1332, 11-13=-679/1752, 10-11=-813/1819 WEBS 4-15=-388/1413, 5-15=-258/230, 5-13=-417/982, 6-13=-510/450, 7-13=-222/472, 7-11=-26/411, 3-18=-276/348 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 31-8-0, Exter or(2R) 31-8-0 to 35-10-15, Interior(1) 35-10-15 to 41-5-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 10=549, 2=418, 18=841. 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. February 4,2.021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not u• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27/2 WATERSTONE 2631384 �1317 Hip Truss 1 1 T22730406 Job Reference o tional irstSource (Plant City, FL), Plant Lady, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 412:00:50 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-seJRvAijPBQZrC?Bex4MHMiTGXSryOW_071 OduzoWyh rl-4-q 5-2-12 8-11-0 17-M 23.4-0 29-8-0 36-1-2 415-0 1-4-0' 5-2-12 3-8-5 8-1-0 6-4-0 640 6-5-2 5-3-14 3x6 i 6x8 = 5-2-12 8-8-0 8-11.0 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 5x8 = 6.00 12 2x4 11 5x8 = 5 24 6 25 26 27 7 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 3Xb = 36-1-2 Scale = 1:78.1 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TC 0.61 Vert(LL) 0.40 18-21 >264 240 MT20 244/190 BC 0.72 Vert(CT) 0.28 18-21 >368 180 WB 0.64 Horz(CT) 0.04 10 n/a n/a Matrix -AS Weight: 232 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-8-0, 18=0-3-0, 10=Mechanical Max Horz 2=285(LC 11) Max Uplift 2=-373(LC 12), 18=-895(LC 12), 10=-534(LC 12) Max Grav 2=380(LC 23), 18=181 O(LC 17), 10=1430(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-305/198, 3-4=-222/260, 4-5=1580/775, 5-6=-1729/973, 6-7=-1729/973, 7-8=-19001938, 8-9=-2206/982, 9-1 0=-1 337/657 BOT CHORD 2-18=-251/185, 14-15=-448/1386, 12-14=-578/1590, 11-12=-809/1916, 10-11=-140/262 WEBS 4-15=-440/1374, 5-14=-271/604, 6-14=-373/309, 7-14=-78/273, 7-12=-41/444, 8-12=-376/260, 9-11=-708/1670, 16-18=-1647/744, 4-16=-1530/785, 3-18=-241/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf,, h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Extedor(2R) 17-0-0 to 21-2-15, Interior(1) 21-2-15 to 29-8-0, Extedor(2R) 29-8-0 to 33-10-15, Interior(1) 33-10-15 to 41-3-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=373, 18=895, 10=534. 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. February 4,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall /� building design. Bracing Indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing 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/rPl1 Quality Cr/ter/a, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 2712 WATERSTONE T22730407 2631384 ` B19 HIP TRUSS 1 1 Job Reference o tional uunuc,a n,arQuura:n team �Iiy, raj, runt t.Iry, rL - Ssbb1, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 12:00:51 2021 Page 1 1-4-0 5212-11-12 19-13-0 ID:6gDIOH2OVeg 1 Nkl sxoNemzyuULB-Lrsp7WjMAUYQSLaNBfbbgaEbaxrlYhTn7Fnmy9KzoWyg 52 27-8-0 34-4-12 41-5-0 1680 1-4-0 2 IN 4 --7Wl 5x6 = 5x6 6.00 12 6 23 24 7 3x6 i 6x8 = Scale = 1:78.2 8-11-0 5-2-12 8-9-8 8-10-4 19-0-0 27-8-0 34-4-12 415 0 5-2-12 3-0-13 0-0412 10-1-0 8-8-0 BA-12 7-0-4 0-0-12---- date utrsets(Y,Y)— 12:u-z-9 U-1-81 [4:0-3-0 0-3-01 [6:0-3-8 0-2-4] [7:0-3-0 0-2-71 [9:Edge 0-1-121[10:0-2-8 Edge][12.0-2-12 0-3-4] [17.0-3-8 0 3 Ol LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.39 17-20 >271 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.62 14-15 >628 180 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -AS Weight: 229 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied. 13-15: 2x4 SP No.1 WEBS 1 Row at midpt 5-15, 6-12 WEBS 2x4 SP No.3 *Except` 6-12: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 17=0-3-0, 10=Mechanical Max Horz 2=322(LC 11) Max Uplift 2=-395(LC 12), 17=-867(LC 12), 10=-540(LC 12) Max Grav 2=395(LC 23), 17=1796(LC 17), 10=1424(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-352/251, 34=-252/282, 5-6=-1557/835, 6-7=-1529/922, 7-8=-1754/932, 8-9=-2196/1002, 9-10=-1299/681 BOT CHORD 2-17=-329/235, 14-15=-493/1133, 12-14=-445/1408, 11-12=-793/1884, 10-11=-221/426 WEBS 5-15=-1692/751, 5-14=0/444, 6-14=0/317, 6-12=-124/279, 7-12=-20/397, 8-12=-527/322, 9-11=-611/1466, 15-17=-1587/653, 3-17=-304/419 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 27-8-0, Exterior(2R) 27-8-0 to 31-10-15, Interior(1) 31-10-15 to 41-3-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=395, 17=867, 10=540. 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. February 4,2021 ® WARNING - Verity 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 property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 Park Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, Me East Blvd. D 20601 Tampa, Parke 36610 East Job Truss Truss Type Qty Ply LOT 27/2 WATERSTONE T22730408 2631384 B21 Hip Truss 1 1 Job Reference (optional) s FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 12:00:53 2021 Page 1 ID:6gDIOH2OVeg1NklsxoNemzyuULB-HD_ZXCkci6p7ifjmJ4d3t?I( OkRG9JSQi5F2DDzoWye T1-4-Q 5-2-12 8-10-4 8-11-0 12-11-12 21-0-0 25-8-0 31-1-13 36-2-11 42-7-8 .0' 5-2-12 3-7-8 0-0-12 4-0-12 4-8-0 5-5-13 5-0-13 6-4-13 Scale=1:79.0 5x6 = 6.00 12 5x6 = 627 728 3x6 i 6x8 = 17-6-9 JXe — P= 10 Iv JO 0 N LOADING (psj) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.64 BC 0.93 WB 0.95 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud 0.38 18-21 >272 240 0.27 18-21 >382 180 0.07 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 232 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 6-15 REACTIONS. (size) 2=0-8-0, 10=0-7-8, 18=0-3-0 Max Horz 2=371(LC 11) Max Uplift 2=-414(LC 12), 10=-565(LC 12), 18=-869(LC 12) Max Grav 2=394(LC 23), 10=1512(LC 18), 18=1874(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-386/296, 3-4=-300/336, 4-5=264/317, 5-6=-1633/888, 6-7=-1506/933, 7-8=-1713/956, 8-9=-2552/1193, 9-10=-2742/1254 BOT CHORD 2-18=-332/239, 15-16=-527/1258, 13-15=-417/1391, 11-13=-748/1914, 10-11=-1009/2405 WEBS 5-16=-18931819, 5-15=0/400, 6-13=-84/407, 7-13=-196/521, 8-13=-764/451, 8-11 =-1 68/667, 9-11=-358/328, 16-18=-1660/648, 3-18=-314/430 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 21-0-0, Exterior(21R) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Exterior(2R) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 42-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=414, 10=565, 18=869. 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. February 4,2021 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19I2020 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 niTek` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additronal temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVi fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANS117P/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 Truss Truss Type Qty Ply LOT 27/2 WATERSTONE �,1ob 631384 � C1 JACK -OPEN TRUSS 15 1 T22730409 Job Reference o tional ..,.... „ _ --- I—Ivlll—"'USLI IUJ, Ina Inu reu 4-I z:Uu:ou zuzI rage1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-6NLgoFpNHyZHQaBvfKkT8Ga6v9iaZFol51 iN RszoWyY -14-0 0-11-4 1-4-0 0-11-4 I] 0-11-4 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 5 >999 240 TCDL 7.0 LumberDOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/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=79(LC 12) Max Uplift 3=-3(LC 1), 2=-194(LC 12), 4=-15(LC 1) Max Grav 3=21(LC 12), 2=158(LC 1), 4=45(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10:0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=194. Scale = 1:7.6 February 4,2021 ® 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 MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSI/TP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 b Truss uss Type Qty Ply LOT 27/2 WATERSTONE �20631384 TJACK T22730410 ' CIS -0PENTRUSS 1 1 Job Reference o tional (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 12:01:00 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-aavCObq?2Fh81 km6D2FihT6KeZ1 Lli2SJhSwzJzoWyX 0-11-4 0-11-4 2x4 = 1.5xB STP = 0-11-4 0-11-4 Scale = 1:6.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 1 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 1 >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 FBC2020/TPI2014 Matrix-P Weight: 3 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) 1=0-8-0, 3=Mechanical, 2=Mechanical Max Horz 1=27(LC 12) Max Uplift 1=-6(LC 12), 2=-27(LC 12) Max Grav 1=32(LC 1), 3=17(LC 3), 2=27(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. February 4,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 5/19l2020 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 andfor chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Ply LOT 27/2 WATERSTONE 2631384 r FC'1uVs_ JACK-0PEN TRUSS 2 1 T22730411 Riiilriore Firchcni,r�o /Dl­ ­,. Fi i - Job Reference (optional) - --- - - --- v ou tutu Ivn I uI uruusmes, in.. I nu re. 17,:ui:U1 2U21 Hage 1 ^ ID:6gDIOH2OVeglNklS. emzyuULB-2mTbDxgdpZp?fuLlnlnxEhfSPzN318lbYLBTVIzoWyW 1-4-0 10-11-4 1 Scale = 1:7.6 Plate Offsets (X Y)- [2i0-1-13 0-0-8) LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.23 BC 0.04 WB 0.00 Matrix -MP DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (IDc) 7 7 2 I/defl >999 >999 n/a L/d 240 180 n/a PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 12) Max Uplift 3=-4(LC 9), 2=-178(LC 12), 4=-14(LC 1) Max Grav 3=15(LC 12), 2=158(LC 1), 4=35(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 0-11-4 cc purlins. Rigid ceiling directly applied or 6-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(M) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=178. February 4,2021 ® WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicabilityof design parameters and properly incorporate this design into the overall T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M i F 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 City Ply LOT 27/2 WATERSTONE `2631384 C3 JACK -OPEN TRUSS 9 1 T22730412 Job Reference (optional ----- - ------ -- - - - -+ -n ••-••• -•roe • - ����• • o.-rou a ivuv ou cucu rvn i ert nnluslrles, Inc. I nu r'D 4 _Iz:Ul:uz zU21 rage 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-Wyl zQHrFatxsH2wULTIAmuCd9Ni9mbYln?xl2BzoWyV -14-0 2-11-4 14-0 2-114 N N 1 1 Scale = 1:12.7 2-11-4 2-11-4. - - - Plate Offsets (X,Y)- [2.0-4-4 0-0-41 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/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=132(LC 12) Max Uplift 3=-52(LC 12), 2=-154(LC 12) Max Grav 3=68(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 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(!) 1-8-0 to 2-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10:0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=154. February 4,2021 ® 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 Mi7ekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrtration, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/fpN 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 27/2 WATERSTONE 'Y631384 ` C3S JACK -OPEN TRUSS 1 1 T22730413 Job Reference o tional 2x4 = uv J LU wn l ett "'"Z'e5, Irlc. 1 nu re0 4- IZ:u -I:uz zuzi rage 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-Wyl zQHrFatxsH2wU L*TlAmuCeFNhFmbYIn?xl2BzoWyV 2-11-4 2-11-4 2-1-1-4 Scale: 1 "=1' 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 0.16 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 3-6 >999 180 BOLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 9 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=77(LC 12) Max Uplift 1=-27(LC 12), 2=-65(LC 12), 3=-3(LC 12) Max Grav 1=106(LC 17), 2=76(LC 17), 3=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. February 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building coporent, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design inmto theoverall 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 ANS11TP11 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply LOT 2712 WATERSTONE T22730414 2631384 C3V JACK -OPEN TRUSS 2 1 Job Reference (optional) •-••• n - ucv—ren umwuies, inc. inu reu'1 iz:Ul:UJ zuzl rage ID:6gDIOH2OVeg 1 Nkl sxoNemzyuULB-_8bLedstLA3juBUhuApPJ6kovm2MV2ou?fgaaezoWyU -1-4-0 2-11-4 1-4-0 s 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 4-7 >999 240 TCDL 7.0 LumberDOL 1.25 BC 0.12 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 FBC2020/TPI2014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 12) Max Uplift 3=-57(LC 12), 2=-145(LC 12) Max Grav 3=70(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.7 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% Structural wood sheathing directly applied or 2-11-4 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live Iliad shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using 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 atjoint(s) 3 except (jt=lb) 2=145. February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTeM connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing nMOW" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erecflon and bracing of trusses and truss systems, see ANS11TPIf Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 2712 WATERSTONE '2631384 � C5 JACK -OPEN TRUSS 6 1 Jab Reference o tional - ---•-- -• •• , -„ �... �.•,, . UV JU CU<U IVII r eR rnuu5uletl, HIG. I nu reu 4 IL:u I:U4 zuz I rage 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQSL9jrztV6UBZWL3tSuKerJHvUAJsEV11 EJQ864zoWyT 4-11-4 4-11-4 Scale=1:17.6 Ill 3x4 = 4.11-4 -- — - - 4-11-4 - - Plate Offsets (X,Y)-- [2:0-1-4 0-0-2j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IDc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.06 4-7 >987 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.06 4-7 >970 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 18 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 12) Max Uplift 3=-107(LC 12), 2=-162(LC 12) Max Grav 3=129(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 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=107, 2=162. 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. February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. V19/2020 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 ANSHTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 27/2 WATERSTONE '2631384 � CSV JACK-0PEN TRUSS 2 1 T22730416 Job Reference o tional 0 a -rou s rvuv ou zucu ivu i en uiuuscnes, inc. I nu reD 4 lz:ul:u4 ZUZI vage l ID:6gDIOH2OVegl Nkl sxoNemzyuULB-SL9jrztV6UBZWL3tSuKerJHuoAICEV11 EJQ864zoWyT -1-4-0 4-11-4 1-4-0 4-11-4 3x4 Scale=1:17.6 Plate Offsets (X,Y)— [2:0-1-13,0-0-81 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 0.54 - Vert(LL) 0.07 4-7 >891 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.06 4-7 >930 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP -CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 12) Max Uplift 3=-113(LC 12), 2=-155(LC 12) Max Grav 3=131(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. Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 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) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift atjoint(s) except (jt=lb) 3=113,2=155. 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. February 4,2021 A WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE. USE. ' Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 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 ANSIITP11 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 27/2 WATERSTONE ` �137 T22730417 2631384 HALF HIP TRUSS 1 ADAMS 2265 A 3 CAR Job Reference (optional) -- -- - ••-•--�•� �• •• ,-1, ­Y' '-- ""�+ , 0.90U s IVUV OU LUGU MI I eK muusirles, Inc. I nut reo 41z:U1:1a 2U21 rage 1 ID:6gDIOH2OVeg 1 Nk1 sxoNemzyuULB-W DZO?52wa54RpfjlgX59yUPMrDKGF83Fh8YQ8izoWyE 1-4-0 7-0-0 14-1-12 21-1-12 28-1-12 35-1-12 42-3-8 1-4-0-12 7-0-0 7-0-0 7-0-0 7-1-12 Scale = 1:73.7 5x8 = 6.00 12 2x4 II 5x6 = 3x4 = 6x6 = 5x6 = 3 18 19 20 21 422 23 24 25 5 26 27 28 6 29 30 31 32 733 34 35 36 8 14 37 38 39 13 40 41 42 12 43 44 45 11 46 47 48 10 49 50 51 9 3x6 = 2x4 11 6x12 MT20HS = 3x4 5x6 = 5x6 = 3x6 11 7-0-0 21-1-12 35-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.67 12 >760 240 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.83 11-12 >612 180 BCLL 0.0 * Rep Stress Incr NO WB 0.68 Horz(CT) 0.17 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 3-5: 2x4 SP M 31, 5-7: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 11-13: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-13,5-13,6-12,7-11,8-10: 2x4 SP No.2 REACTIONS. (size) 9=0-3-8, 2=0-8-0 Max Horz 2=243(LC 8) Max Uplift 9=-1770(LC 8), 2=-1601(LC 8) Max Gram 9=3064(LC 1), 2=2909(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5818/3083, 3-4=-8009/4436, 4-5=-8040/4466,5-6=-8903/4933, 6-7=-7819/4331, 7-8=-4967/2751, 8-9=-2933/1823 BOT CHORD 2-14=-2830/5130, 13-14=-2831/5152, 12-13=-4933/8903, 11 -1 2=-4370/7867, 10-11=-2815/5057 WEBS 3-14=-40/698, 3-13=-1800/3205, 4-13=-737/732, 5-13=-964/528, 5-12=-243/437, 6-12=-632/1162, 6-11=-1189/942, 7-11 =-1 717/3125, 7-10=-2199/1540, 8-10=-3036/5483 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 428 lb FT = 20 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 6-1-5 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=1770, 2=1601. ontinued on page 2 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 onlywith MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply LOT 27/2 WATERSTONE '2631384 D7 HALF HIP TRUSS 1 T22730417 ADAMS 2265 A 3 CAR Job Reference (optional) efO trldrll l Iiy, rLl, runt City, FL - 330b/, 8.43U s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 12:01:19 2021 Page 2 NOTES- ID:6gDIOH2OVegl Nkl sxoNemzyuU LB-W DZO?52wa54RpfjIgX59yUPMrDKGF83Fh8YQ8izoWyE 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 138 lb down and 158 lb up at 7-0-0, 87 lb down and 164 lb up at 9-0-12, 87 lb down and 164 lb up at 11-0-12, 87 lb down and 164 lb up at 13-0-12, 87 lb down and 164 lb up at 15-0-12, 87 lb down and 164 lb up at 17-0-12, 87 lb down and 164 lb up at 19-0-12, 87 lb down and 164 lb up at 21-0-12, 87 lb down and 164 lb up at 23-0-12, 87 lb down and 164 lb up at 25-0-12, 87 lb down and 164 lb up at 27-0-12, 87 lb down and 164 lb up at 29-0-12, 87 lb down and 164 lb up at 31-0-12, 87 lb down and 164 lb up at 33-0-12, 87 lb down and 164 lb up at 35-0-12, 87 lb down and 164 lb up at 37-0-12, 87 lb down and 164 lb up at 39-0-12, and 87 lb down and 164 lb up at 41-0-12, and 142 lb down and 150 lb up at 42-1-12 on top chord, and 346 lb down and 153 lb up at 7-0-0, 65 lb down at 9-0-12, 65 lb down at 11-0-12, 65 lb down at 13-0-12, 65 lb down at 15-0-12, 65 lb down at 17-0-12, 65 lb down at 19-0-12, 65 lb down at 21-0-12, 65 lb down at 23-0-12, 65 lb down at 25-0-12, 65 lb down at 27-0-12, 65 lb down at 29-0-12, 65 lb down at 31-0-12, 65 lb down at 33-0-12, 65 lb down at 35-0-12, 65 lb down at 37-0-12, and 65 lb down at 39-0-12, and 65 lb down at 41-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 9-15=-20 Concentrated Loads (lb) Vert: 3=-138(B) 8=-142(B) 14=-346(B) 5=-87(B) 12=-40(B) 7=-87(B) 10=-40(B) 18=-87(B) 19=-87(B) 21=-87(B) 23=-87(B) 24=-87(B) 25=-87(B) 26=-87(B) 27=-87(B) 28=-87(B) 30=-87(B) 31=-87(B) 32=-87(B) 34=-87(B) 35=-87(B) 36=-87(B) 37=-40(B) 38=-40(B) 39=-40(B) 40=40(B) 41=-40(B) 42=-40(B) 43=40(B) 44=40(B) 45=-40(B) 46=-40(B) 47=-40(13) 48=40(B) 49=40(B) 50=40(B) 51=40(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANS11TPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27/2 WATERSTONE �631384 D9 Half Hip Truss 1 1 T22730418 Job Reference o tional -.._- ...-• v ­.• --,v, . -n , ... 11 —•r, , . - uv ou <�<� rvu I "" uwusuros, Ina I nu reu 4 IL:U I:L I GULI rage I ID:6gDIOH2OVeglNklsxoNemzyuULB-Scg9Qn4A6iK93zs8yy8d2vUkKlz_jysY8SlXDbzoWyC r1-4-0, 4-4-9 9-0-0 17-4-12 25-7-12 33-10-12 42-3-8 '1-0-0' 8-4-12 8-3-0 8-3-0 84-12 6.00 F12 M O 5x6 = 4 21 22 23 5x8 = 5 5x6 = 6 24 25 Scale = 1:73.7 5x8 = 5x6 = 7 26 27 8 15 14 13 12 11 10 9 46 — 3x8 3x8 MT20HS = 3x4 = 3x6 = 3x6 — 5x6 = 4x6 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0=0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.74 BC 0.99 WB 0.99 Matrix -AS DEFL. in (loc) I/deft L/d Vert(LL) 0.48 12-13 >999 240 Vert(CT) -0.71 12-13 >716 180 Horz(CT) 0.17 9 n/a n/a PLATES MT20 MT20HS Weight: 223 lb GRIP 244/190 187/143 FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 8-9, 5-15, 6-13, 8-10 WEBS 2x4 SP No.3 *Except* 5-15,6-13,7-12,8-10: 2x4 SP No.2 REACTIONS. (size) 9=0-3-8, 2=0-8-0 Max Horz 2=297(LC 12) Max Uplift 9=-711(LC 12), 2=-787(LC 12) Max Grav 9=1558(LC 1), 2=1633(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3051/1567, 3-4=-2812/1407, 4-5=-2502/1346, 5-6=-3582/1846, 6-7=-3504/1753, 7-8=-2361/1175,8-9=-1479/837 BOT CHORD 2-15=-1596/2701, 13-15=-1846/3582, 12-13=-1766/3519, 10-12=-1198/2397 WEBS 4-15=-291/882, 5-15=-1318/583, 5-13=0/300, 6-12=-458/411, 7-12=-643/1270, 7-10=-1108/747, 8-10=-1313/2640, 3-15=-308/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Ezterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=711, 2=787. 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. February 4,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 MF building design. Bracing indicated is to prevent buckling of individual truss web andlor 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 ANSI7TP11 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 27/2 WATERSTONE T22730419 `2631384 � D11 Half Hip Truss 1 1 Job Reference (optional) a 1y, 111, rice a a y. r. - 0000r, o.4Su s Nov ou zuzu mi I etc mousines, Inc. I nu 1-el) 4 12:U1:U6 2U21 F'age 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-L6OEhKwOAji??zNehjPaO9RU CneLA4Vd9xOLFrzo WyP r1-4-0, 7-7-5 11-0.0 18-11-10 26-7-12 34-3-14 42-3-8 1-0-03-4-11 7-11-10 7-8-2 7-8-2 7-11-10 --� Scale = 1:75.1 5x6 = 3x4 = 5x6 = 4 20 21 22 5 623 24 3x6 = 3x4 11 725 26 8 c? O 14 — — — „ .. — .1 9 3x6 i 3x8 = 4x6 = 3x4 = 3x8 MT20HS = 3x6 = 5x8 11 11-0-0 215-12 31-9-12 11 0-0 10-6-19 _ _ _ _ _ 1 na-n LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.83 BC 0.58 WB 0.99 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d -0.36 12-14 >999 240 -0.63 14-17 >804 180 0.14 9 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 220 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-14 2 Rows at 1/3 pts 7-9 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=351(LC 12) Max Uplift 2=-781(LC 12), 9=-718(LC 12) Max Grav 2=1920(LC 17), 9=1795(LC 17) FORCES. (lb)"- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3382/1459, 3-4=-3141/1367, 4-5=-2798/1274, 5-6=-3494/1502, 6-7=-2603/1076 BOT CHORD 2-14=-1512/3042, 12-14=-1586/3456, 10-12=-1447/3203, 9-10=-957/2111 WEBS 3-14=-397/356, 4-14=-359/1175, 5-14=-910/398, 6-12=-86/428, 6-10=-880/549, 7-10=-291/1196, 7-9=-2527/1159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Intedor(1) 15-2-15 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing atjoint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=781, 9=718. 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. February 4,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with Mi rek(D 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 andlor 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?PH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27/2 WATERSTONE t631384 r D13 Hip Truss 1 1 T22730420 Job Reference o tional �•��� �� �• �^ r, • •-1, o.ycu s rvov ou zuzu ml t eK lnaustrles, Inc. i nu t-eb 4 12:Ul :U9 2U21 Pagel ID:6gDIOH2OVeglNklsxoNemzyuULB-plycugxexOgsc7ygFRwpYN_f BwovZanOb7unHzoWyO L1-4-0 7-7-5 11-2-0 13-0-0 20-11-0 28-10-0 33-8-0 38-1-13 42-3-8 1-4-0 7-7-5 3-6-11 1-10-0 7-11-0 7-11-0 4-10-0 4-5-13 4-1-11 6.00 12 5x6 = 2x4 11 5 26 5x6 = 4x6 = 5x8 = 27 6 28 7 2930 8 Scale=1:76.4 20 19 "" 14 13 12 11 3x6 — 5x6 = 2x4 II 2x4 II 5x8 = 6x8 = 11-2-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrP12014 CS1. TC 0.90 BC 0.82 WB 0.88 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defi Ud 0.49 16-17 >999 240 -0.82 16-17 >614 180 0.33 11 rile n/a PLATES GRIP MT20 244/190 Weight: 253 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-19,7-13: 2x4 SP No.3, 16-17,15-16: 2x4 SP No.1 10-0-0 oc bracing: 17-19, 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 9-11 17-20: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=219(LC 11) Max Uplift 2=-784(LC 12), 11=-689(LC12) Max Grav 2=1654(LC 1), 11=1579(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3031/1484, 3-4=-4117/2100, 4-5=-4054/2129, 5-6=-3762/1988, 6-7=-3762/1988, 7-8=-3335/1792, 8-9=-1923/1056 BOT CHORD 2-20=-1340/2643, 16-17=-1484/3147, 15-16=-1557/3376, 7-15=-617/433, 11-12=-683/1329 WEBS 3-20=-1388/802, 17-20=-1480/3028, 3-17=-439/1117, 5-17=-568/1273, 5-16=-305/870, 6-16=-463/422,7-16=-225/526,12-15=-765/1798,8-15=-1102/2302,8-12=-953/494, 9-12=-80/529, 9-11 =-1 853/1007 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Extedor(2R) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 33-8-0, Extedor(2R) 33-8-0 to 38-1-13, Interior(1) 38-1-13 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=784,11=689. 8) 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. February 4,2021 ® WARNING - Verify design parametersand 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 andfor chord members only. Additional temporary and permanent bracing iVliTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/17'Pl1 Quality Crfleria, 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 Qty Ply LOT 27/2 WATERSTONET22730421 '2631384 7[russ�Type D15 ipT 1 1 Job Reference (optional) \..a'.r ­y' . r-. - o.— 0.4oU s rVOV 3U LULU MI I eK mousines, inc. I nu t-er) 4 1 Z:UI:I 1 zuzi rage 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-Ih4NJMyuTe4asQ6DMsyHeo3OS?a8NS33rvc?sAzoWyM 6-1-0 11-2-0 15-0-n 22-q-11 2R-1n-n 71_AJ1 7RA_1'i _ A�_q3 5-1-0 3-10-0 7-9-11 16-0-5 ' 2-10-0 ' 5-1-13 ' 5-5-11 6.00 12 Sx6 = 5x6 = 2x4 II 6x8 = 5 25 6 26 7 27 8 Is Scale = 1:78.9 20 19 1e 13 12 64 3b 11 14 36 — 5x8 = 2x4 11 1 3x4 11 5x12 = 14-5-8 6x12 MT OHS = 6-1-0 11-2-0 19-7-0 28-10-0 31-8-0 42-3-8 6-1-0 8-5-6. 9-2-10- 2-10-0 10-7.8 - -- Plate Offsets (X,Y)— [3:0-3-0,0-3-0],[5:0-3-8,0-2-4],[6:0-3-0 0-3-0] [8:0-5-12 0-2-4] [17:0-3-0 Edge] [20:0-3-8 0-2-8] LOADING (psfl SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.47 15-16 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.84 15-16 >605 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.34 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 262 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 'Except' BOT CHORD 2-18, 2x4 SP No.2, 4-19,7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 17-20,10-11: 2x4 SP No.2 WEBS REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Hors 2=256(LC 11) Max Uplift 2=-784(LC 12), 11=-689(LC 12) Max Grav 2=1957(LC 17), 11=1845(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3653/1508, 3-4=-4950/2092, 4-5=499212222, 5-6=-3533/1617,6-7=-2990/1461, 7-8=-2961/1453, 8-9=-2242/1085 BOT CHORD 2-20=-1383/3391, 4-17=-246/269, 16-17=-1277/3358, 15-16=-1395/3546, 11-12=-753/1669 WEBS 3-20=-1163/609, 17-20=-1455/3619, 3-17=-370/1113, 5-17=-803/1997, 5-16=-62/583, 6-15=-681/340, 12-15=-809/2516, 8-15=-1008/2510, 8-12=-1458/617, 9-12=-4/480, 9-11=-2077/1034 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 13-15 10-0-0 oc bracing: 17=19 1 Row at midpt 6-15, 8-12, 9-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Extedor(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 31-8-0, Extedor(2R) 31-8-0 to 35-10-15, Interior(1) 35-10-15 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=784, 11=689. 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. February 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51IM020 BEFORE USE. Design valid for use only with MTeko connectors. This design is based only upon parameters shown, and is for an Individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27/2 WATERSTONE �12631384 T22730422 D17 Hip Truss 1 1 Job Reference o tional o ou s 1— ou 4uzu mi i ex muu5tries, Inc. I nu reD 4 lz:ul:lz zuzl rage 1 I D:6gDIOH2OVeg 1 Nkl sxoNemzyuU LB-DtelXizXExCRUagPwZTWA?cBcPvo6vkD4ZMZOczoWyL ,1-4-q 5-3-8 7-7-8 10-10-8 17-11 0 23-4-0 28-10-0 29-8,0 35-6-4 42-3-8 4-0' S-3-8 2 4-0 3-3 0 6-1-8 6 4-0 5-6-0 0=10-'0 5-10 4 6-9 4 Scale = 1:79.8 6.00 12 5x8 = 2x4 II 6x8 6 28 7 29 30 31 8 _ 22 21 "' 13 12 11 3x6 = 6x8 = 2x4 I 4 6 8 4 11 4x12 = 3x8 MT20HS 11 17-0.0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.81 BC 0.99 WB 0.91 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d -0.59 18-19 >860 240 -1.10 18-19 >460 180 0.42 11 n/a n/a PLATES MT20 MT20HS Weight: 267 lb GRIP 244/190 187/143 FT = 20 LUMBER- BRACING- TOP'CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-21,8-13: 2x4 SP No.3, 17-19: 2x4 SP No.1 10-0-0 oc bracing: 19-21, 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-18, 6-16 5-19,19-22,3-19: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=293(LC 11) Max Uplift 2=-779(LC 12), 11=-685(LC 12) Max Grav 2=1968(LC 17), 11=1853(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3719/1512, 3-4=-7420/2997, 4-5=-7510/3014, 5-6=-3362/1515, 6-7=-2972/1483, 7-8=-2972/1483, 8-9=-2847/1342, 9-10=-2178/973, 10-11=-1739/843 BOT CHORD 2-22=-1396/3472, 18-19=-185514612, 16-18=-1084/3080, 15-16=-903/2549, 8-15=-87/620 WEBS 5-1 9=-1 077/3252, 5-1 8=-1 773/886, 6-18=-325/1195, 6-16=-146/299, 7-16=-375/330, 8-16=-310/735, 9-12=-10111590, 10-12=-761/1874, 12-15=-783/1962, 9-15=-159/844, 3-22=-2994/1265, 19-22=-1779/4581, 3-19=-1265/3411 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.*ti} II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) A-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Extedor(2R) �1" . • �% 17-0-0 to 21-2-15, Interior(1) 21-2-15 to 29-8-0, Extedor(2R) 29-8-0 to 33-10-15, Interior(1) 33-10-15 to 42-1-12 zone;C-C for +1 members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component.;; 4) Provide adequate drainage to prevent water ponding. it 5) All plates are MT20 plates unless otherwise indicated. .I,•i ATE i7F 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom 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 = 1 O.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=7 9) Th s7truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum f,`tOX sheetrock be applied directly to the bottom chord. ;J0autilrt:VelezP.E-Ni:68162 February 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 Criterla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27/2 WATERSTONE T22730423 2631384 D19 HIP TRUSS 1 1 Job Reference o tional irsiSource (Piam city, t-L), runt uty, rL - 33667, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 12:01:14 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-9GIVyO?nlZS9]ugo2_W_FQhXBCbXapu WXsrff VzoWyJ 11-4-0 4-0-0 5-7-8 12-10-0 19-0-0 27-8-0 2 -10-0 36-1-8 42-3-8 ,44-0-0 0 4-0-0 1-7-8 7-2-8 6-2-0 8-8-0 -2- 7-3-8 6-2-0 1-8-8 6.00 12 5x6 = 28 5x6 = 2x4 11 7 8 Scale = 1:77.4 22 21 `" 15 14 13 12 3x6 — 2x4 II 6x8 = 3x4 II 4x12 = 4x6 II 1 14-5-8 4-0-0 ,5-7-86-8-Q 12-10-0 19-0-0 27-8-0 28-10-,0 36-1-8 _ 42-31 4-0-0 '1-7-81-0-8 6-2-0 6-2-0 8-8-0 y-2-1Y 7-3-8 - -6=2-0 Plate Offsets (X,Y)— [5:0-3-0,0-3-0], [6:0-3-8,0-2-4], [7:0-3-8,0-2-4], [9:0-3-0,0-3-0], [10:0-2-15,0-2-0], [12:Edge,0-3-8], [16:0-4-0,0-3-4], [18:0-5-0,0-3-0], [19:0-6-12,0-0-0], LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.70 20 >719 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -1.10 20 >459 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.51 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 284 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-7,1-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 'Except' 7-8-0 oc bracing: 19-21 4-21: 2x4 SP M 31, 17-19: 2x6 SP M 26, 8-14: 2x4 SP No.3 10-0-0 oc bracing: 14-16 12-15: 2x4 SP No.2 WEBS 1 Row at midpt 5-17 WEBS 2x4 SP No.3 *Except* 2 Rows at 1/3 pis 4-18 3-19: 2x4 SP M 31, 7-17: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Horz 2=-341(LC 10) Max Uplift 2=-781(LC 12), 12=-826(LC 12) Max Grav 2=1945(LC 17), 12=1915(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3658/1506, 3-4=-9426/3670, 4-5=-4416/1883, 5-6=-2984/1399, 6-7=-2628/1334, 7-8=-2695/1414, 8-9=-2757/1311, 9-10=-2080/953, 10-12=-1820/1022 BOT CHORD 2-22=-1315/3484, 21-22=-1312/3482, 19-21=-902/2580, 4-19=-979/3006, 18-19=-3300/8820, 17-18=-1459/4090, 16-17=-781/2374 WEBS 3-19=-2975/8101, 4-18=-4795/1869, 5-18=-345/1217, 5-17=-1664/779, 6-17=-242/956, 7-17=-133/499, 7-16=-287/874, 9-13=-923/558, 3-21=-3783/1403, 9-16=-135/792, 13-16=-735/1885,10-13=-742/1845 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Extedor(2R) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 27-8-0, Extedor(2R) 27-8-0 to 31-10-15, Interior(1) 31-10-15 to 44-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=781,12=826. 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. February 4,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Walk' 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 ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 2712 WATERSTONE T22730424 '2631384 D21 HIP TRUSS 1 1 Job Reference o tional taource (Plant city, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 12:01:15 2021 Page 1 ID:6gDi0H2OVegl Nk1 sxoNemzyuU LB-eSJt9j?PWsa0L2P_bh 1 DoeEl?cwlJH Ifm WaD?xzoWyl r1-4-q 6-3-0 12-10-0 21-0-0 25-8-0 28-1%0 36-1-8 42-3-8 ,44-0-0 Y-4-0' 6-3-0 6-7-0 8-2-0 4-8-0 3-2-0 7-3-8 6-2-0 — 1-8 8 3x6 = 21 cv 3x6 I 5x6 = 6.00 12 5x6 = 530 6 31 3x8 = 2x4 11 13 12 2x4 11 2x4 = 12-10-0 1 21-0-0 1 284-0 28,10-0 36-1-8 Scale = 1:79.6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip COL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.61 BC 0.97 WB 0.86 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d -0.23 15-16 >999 240 -0.38 15-16 >999 180 0.15 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 275 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. Except: 7-15: 2x4 SP No.3 2-2-0 oc bracing: 14-15 WEBS 2x4 SP No.3 6-0-0 oc bracing: 7-15 WEBS 1 Row at midpt 4-16, 6-16 JOINTS 1 Brace at Jt(s): 14 REACTIONS. (size) 2=0-8-0, 21=0-3-0, 11=0-3-8 Max Horz 2=-378(LC 10) Max Uplift 2=-305(LC 12), 21=821(LC 12), 11=-734(LC 12) Max Grav 2=268(LC 23), 21=1917(LC 17), 11=1670(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-368/396, 3-4=2190/1031, 4-5=-1830/986, 5-6=-1571/984, 6-7=-2219/1263, 7-8=-2210/1087, 8-9=-2841/1268, 9-11=-1569/916 BOT CHORD 16-18=-713/2117, 15-16=-471/1615, 14-15=-1013/2474, 7-15=-352/385 WEBS 3-18=-730/2128, 4-16=-492/322, 5-16=-91/544, 6-15=-466/993, 8-15=-697/401, 9-14=-988/2381,19-21=-1881/852,3-19=-1788/882 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(K) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Exterior(2R) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 44-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=305,21=821,11=734. 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. February 4,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19l2020 BEFORE USE. ��' Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP/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 e Job Truss Type Oty Ply LOT 27/2 WATERSTONE Ir FJ,,k_ope.ss T22730425 2631384 E3 Truss 3 1 Job Reference o tional ouuuers nrstauurue triam uny, rLI, riant ugly, rL- aaoor, -1-4-0 0 0.40a 5 NOV aU zUZU MI I eK Inausirles, Inc. I nu -eo 4 lz:ul:zz zuzl rage i ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-xoEXd75otOSOg6RKWffsa6l l6RXPSeVhN6n5l l zowyB 3-0-0 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 4-7 >999 240 TCDL 7.0 LumberDOL 1.25 BC 0.12 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 FBC20201TP12014 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=133(LC 12) Max Uplift 3=-63(LC 12), 2=-211(LC 12), 4=-40(LC 9) Max Grav 3=62(LC 17), 2=197(LC 1), 4=50(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:12.8 PLATES GRIP MT20 2441190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-11-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=211. February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MTeW connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall 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, erec8on and bracing of trusses and truss systems, see ANS11TPI1 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 LOT 27/2 WATERSTONE,T22730426 7tyPly 2631384 E5 Jack -Open Truss 1 Job Reference o tional buioers FirstJource (Flant Glty, FL), Plant Gtty, FL - 33b6/, 6.43U s NOV 3U ZUZU Mi I eK Industries, Inc. I Mu Feb 4 12:U123 2UZ1 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-P?ovgT6QeKatIGOX3NA57KZ8Sgo7B5kgcmWeHTzoWyA -1-4-0 5-0-0 1-4-0 5-0-0 Scale=1:17.8 3x4 = 5-0-0 - - - - - - -5-0-0- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.06 4-7 >950 240 TCDL 7.0 LumberDOL 1.25 BC 0.43 Vert(CT) -0.06 4-7 >937 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -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=187(LC 12) Max Uplift 3=-109(LC 12), 2=-163(LC 12) Max Grav 3=131(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. PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20 Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Intedor(1) 1-8-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=109, 2=163. 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. February 4,2021 ® WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII-7473 rev. 5J1.9/2020 BEFORE USE. Design valid for use only with MTeW connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17rP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27/2 WATERSTONE T22730427 2631384 E7 JACK -OPEN TRUSS 33 1 Job Reference o tional nunoers t-Irstsource Imam cny, t-Lj, rlant cny, I-L - 6Jb6I, 1-4-0 1 IJASU S NOV JU ZUZU mi I eK InaustfleS, Inc. I nu FeD 4 1Z:Ul:Z3 ZUZI rage I I D:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-P?ovgT6QeKatIGOX3NA57KZ4cgjrB5kgcm WeHTzoWyA 7-0-0 7-0-0 Scale = 1:23.0 Plate Offsets (X,Y)— [2:0-2-10,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.18 4-7 >458 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.20 4-7 >410 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horc(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 24 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 12) Max Uplift 3=-164(LC 12), 2=-178(LC 12) Max Grav 3=192(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 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 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) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=164, 2=178. 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. February 4,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MiTek"O connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIVTPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27/2 WATERSTONE T22730428 2631384 E7G MONOPITCH TRUSS 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 12:01:24 2021 Page 1 I D:ZYc6AO G NbVAfFo43ovpJT9ypvsQ-tB M H2o 62 PdjkwQbjd4h KfX6N8 ECOwRZ_gQGBpwzo W y9 9 4-0-14 2-11-2 2x4 11 3 3x4 = 3x6 II 1.5x8 STP = 7-0-0 t-11-2--- Scale: 1/2"=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.02 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=184(LC 8) Max Uplift 1=-323(LC 8), 4=-849(LC 8) Max Grav 1=724(LC 1), 4=1557(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1344/619 BOT CHORD 1-5=-669/1178, 4-5=-669/1178 WEBS 2-5=-611/1247, 2-4=-14481823 NOTES- 1) Wind:.ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf;'h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load_ of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=323, 4=849. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 49 lb up at 2-4-12, and 1039 lb down and 591 lb up at 4-4-12, and 652 lb down and 335 lb up at 6-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Vert: 8=-84(F) 9=-1039(F)10=-652(F) February 4,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1012020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing WOW 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 ANShTPI1 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 27/2 WATERSTONE T22730429 2631384 E7S JACK -OPEN TRUSS 2 1 Job Reference o tional Duuuers r rstouurce triant uny, rLi, rianI Ugly, 1`-L-360bf, I 3x4 = 7-0-0 7-0-0 7-0-0 OR3U 5 NOV 3U ZUZU MI I eK Inouslnes, Inc. I nu reD 4 1Z:U1:ZD ZUZI rage 1 I D:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-LNwfF87hAxrbXaAvBoCZCIfPieOPf?E734?IMMzoWy8 3 Scale=1:22.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.20 3-6 >420 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.20 3-6 >419 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 22Ib 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) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=186(LC 12) Max Uplift 1=-68(LC 12), 2=-170(LC 12) Max Grav 1=257(LC 17), 2=196(LC 17), 3=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 2=170. 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. February 4,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 101II-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTekD connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply LOT 27/2 WATERSTONE t , T22730430 2631384 E7V JACK -OPEN TRUSS 4 1 Job Reference o tional builders FirstSource (Plant Gity, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. 1 hu Feb 4 12:01:26 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-paU2TU8JwFzS9kl6IVjolyBcX2knORJ H Ikl IuozoWy7 -1-4-0 4-8-2 7-0-0 1-4-0 4-8-2 2-3-14 I 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.31 6-9 >265 240 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.27 6-9 >312 180 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horc(CT) -0.03 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS 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) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 12) Max Uplift 4=-102(LC 12), 2=-171(LC 12), 5=-56(LC 12) Max Grav 4=153(LC 17), 2=336(LC 1), 5=123(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/103 WEBS 3-6=-90/254 Scale = 1:22.8 PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20 Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C'Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=102, 2=171. 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. February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing MITe'(* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27/2 WATERSTONE T22730431 2631384 E22 Jack -Open Truss 1 1 Job Reference o tional Cunoers hlrstSOUrce (Plant Lary, rL), Flan[ GI[y, t-L - 33bb/, 6.43U s NOV 6U 2UZU MI I etc Inaustries, Inc. I nu Feb 4 12:U1:21 ZUZ1 Nage 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-Scg9Qn4A6iK93zs8yy8d2vUuj1 ByjBFY8S1XDbzoWyC 2-2-8 2-2-8 Scale=1:10.1 1 2x4 = 2-2-8 - - -- Plate Offsets (X,Y)-- [1:0-1-4,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 0.08 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 7 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=58(LC 12) Max Uplift 1=-20(LC 12), 2=-47(LC 12), 3=-4(LC 12) Max Grav 1=79(LC 1), 2=55(LC 17), 3=38(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. . 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. February 4,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 511912020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters show, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing 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 ANS117P11 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 TrLISS Truss Type Qty Ply LOT 27/2 WATERSTONE r T22730432 1631384 FG Flat Truss 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 412:01:26 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-paU2TU8JwFzS9kl61VjolyBk72t—ON9HIklluozoWy7 3-8-0 7.4-0 3-8-0 3-8-0 6.00 12 3x4 3x6 11 4x6 = 1.5x8 STP = 3x6 (1 Scale = 1:28.8 Plate Offsets (X,Y)— [5:0-4-0 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.02 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 101 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 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 6=0-3-8, 4=0-8-0 Max Horz 6=-65(LC 6) Max Uplift 6=-1259(LC 8), 4=-1259(LC 8) Max Grav 6=3284(LC 15), 4=3284(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2079/803, 2-3=-2079/803, 1-6=-2042/820, 3-4=-2042/820 WEBS 2-5=-597/1668, 1-5=-769/2131, 3-5=-769/2131 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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 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 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=1259, 4=1259. 9) Girder carries tie-in span(s): 41-4-0 from 0-0-0 to 7-4-0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 4-6=-742(F=-722) February 4,2021 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTskO 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 ANSIM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satety/nformation available from Truss Plate Institute, 2670 Crain Highway, Suite203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27/2 WATERSTONE � T22730433 2631384 G7 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 412:01:33 2021 Page 1 I D:ZYc6AOGNbVAfFo43ovpJTgypvsQ-6wPhxtDiHOrSVpnSfTLRXR_g6s5DXRcJvKxAeuzoWyO -1-4-0 3-10-0 7-0-0 12-0-0 17-M 17-8 24 21-0-0 -6-5 28-8-0 -0 1-4-0 3-10-0 3-2-0 5-0-0 5-0-0 -B- 3-4-0 3-6-4 4-1-11 130-0-4-0 Scale = 1:52.4 6x8 = 2x4 11 6x8 = 6x8 = 4x6 = 1.5x8 STP. = 3x6 11 10x20 MT20HS = 5x8 = 3x6 = 3x6 = 5x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.40 13-14 >851 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.52 13-14 >663 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.81 Horz(CT) 0.11 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 152 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied or 2-6-2 oc purlins. 5-6,6-7: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. BOT CHORD 2x4 SP M 31 *Except* 2-12: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 6-11: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=167(LC 7) Max Uplift 2=-1414(LC 8), 8=-970(LC 8) Max Grav 2=2566(LC 1), 8=1814(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5316/2822, 3-4=-5448/2959, 4-5=-5448/2959, 5-6=-4623/2486, 6-7=-2967/1600, 7-8=-3358/1682 BOT CHORD 2-14=-2344/4680, 13-14=-2368/4738, 11-13=-2020/4230, 10-11 =-1 770/3763, 8-10=-1319/2922 WEBS 3-14=-562/1392, 3-13=-424/864, 4-13=-364/313, 5-13=-937/1543, 5-11=-2814/1588, 6-11=-1482/2764, 6-1 0=-1 364/696, 7-10=-512/1230 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water pond ing. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1414, 8=970. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 218 lb down and 288 lb up at 7-0-0, and 128 lb down and 165 lb up at 9-0-12 on top chord, and 346 lb down and 153 lb up at 7-0-0, and 66 lb down at 9-0-12, and 1501 lb down and 858 lb up at 9-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Dontihued on page 2 February 4,2021 r ® 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 ANS//TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 27/2 WATERSTONE T22730433 2631384 G7 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 412:01:33 2021 Page 2 I D:ZYc6AO GNbVAfFo43ovpJT9ypvs Q-6wPhxtDi H OrSVpnSf rLRXR_g6s5 DXRcJ vKxAeuzo Wy0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-6=-54, 6-7=-54, 7-9=-54, 2-17=-20 Concentrated Loads (lb) Vert: 3=-138(F) 14=-346(F) 20=-88(F) 23=41(F) 24=-1501(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Mt valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing Indicated is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing IyliTek� 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 27/2 WATERSTONE • T22730434 2631384 G9 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 12:01:34 2021 Page 1 ID:ZYc6AOG Nb VAfFo43ovpJT9ypvs Q-a6z38 D E K2izJ6yMe DBtg3eWvOGQZGO?S8_hjALzo Wy? -1-4-0 , 9-0.0 14-4-0 19-M _ 28-M 30-0-0 ' 1-4-0 ' 9-0-0 5-4-0 5-4-0 9-0-0 1-4-0 �1 0 Scale = 1:51.5 5x6 i 3x4 = 5x6 3 1920 4 2122 5 3x4 = 3x4 = 4x6 = 3x4 = 3x4 = 9-0-0 19-8-0 28-8-0 ' 9-0-0 10-8-0 9-0-0 Plate Offsets (X,Y)— [2:0-M Edge], [3:0-3-0,0-2-7], [5:0-3-0,0-2-7], [6:0-0-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.28 10-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.42 8-10 >817 180 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2020frPI2014 Matrix -AS Weight: 126 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 2x4SPNo.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=191(LC 11) Max Uplift 2=-574(LC 12), 6=-574(LC 12) Max Grav 2=1133(LC 1), 6=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1771/915, 3-4=-1527/941, 4-5=-1527/941, 5-6=-1771/915 BOT CHORD 2-10=-610/1516, 8-10=-738/1658, 6-8=-636/1516 WEBS 3-1 0=-1 2/435, 4-10=-311/169, 4-8=-311/169, 5-8=-121435 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Extedor(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 19-8-0, Exterior(2R) 19-8-0 to 23-10-15, Interior(1) 23-10-15 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=574, 6=574. 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. February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511012020 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 andlor chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply OT 27/2 WATERSTONE • T22730435 2631384 G11 Hip Truss 1 1 JLob Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 12:01:27 2021 Page 1 I D:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-Hm2Qgg9xhY5JnuKIIDE1 HAkp3S2g7rbQXOUrQEzoWy6 1-1-4-0 , 6-6-0 11-0-0 15-0-0 15-9-0 18-5-8 22 -15 28-8-0 30-M 1-4 6-6-0 ' 4-6-0 4-0-0 -9-8 2-8-0 4-0-6 6-2-2 1-4 0 3x6 = 5x6 = 4x6 = 23 5 64x6 = 4x6 = 3x4 = 3x4 = 3x8 = 3x8 = 15-0-0 185-8 3x6 Scale = 1:51.9 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.24 11-20 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.51 11-20 >675 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 156 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, 9=0-8-0 Max Horz 2=-228(LC 10) Max Uplift 2=-574(LC 12), 9=-574(LC 12) Max Grav 2=1133(LC 1), 9=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1883/1078, 3-4=-1682/1015, 4-5=-1366/929, 5-6=-1463/977, 6-7=-1385/883, 7-8=-1599/931, 8-9=1879/1069 BOT CHORD 2-14=-801/1654, 12-14=-514/1296, 11-12=-592/1444, 9-11=-826/1650 WEBS 3-14=-364/351, 4-14=-191/490, 5-12=-225/401, 6-12=-499/297, 7-11=-224/509, 8-11=-388/352 Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft;'B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2E) 11-0-0 to 15-9-8, Interior(1) 15-9-8 to 18-5-8, Exterior(21R) 18-5-8 to 22-7-9, Interior(1) 22-7-9 to 30-0-0 zone;C-C for members and forces 8r MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=574, 9=574. 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. February 4,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 2712 WATERSTONE T22730436 2631384 G13 Special Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 412:01:28 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-IybouA9ZSsDA01 vUswmGgNGxCrMgs9ral2EPyhzoWy5 -1-4-0 7-7-5 13-0-0 17-9-8 20-5-8 28-8-0 30-0-0 1-4-0 7-7-5 ' 5-4-11-0 8-2-8 1-4-0 4x6 = 6.00 12 Scale = 1:52.8 3x4 i 3x4 = 46 = 5x8 = 2x4 11 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.77 BC 0.97 WB 0.84 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) 1/deft L/d -0.26 10-12 >999 240 -0.44 10-12 >780 180 0.07 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 141 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, 7=0-8-0 Max Horz 2=265(LC 11) Max Uplift 2=-574(LC 12), 7=-574(LC 12) Max Gram 2=1298(LC 17), 7=1295(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2076/1040, 3-4=-1978/1085, 4-5=-2277/1330, 5-6=-1957/1097, 6-7=-2024/1039 BOT CHORD 2-12=-758/1993, 10-12=-432/1377, 9-10=-750/1752, 7-9=-749/1744 WEBS 3-12=-417/408, 4-12=-329/896, 4-10=-658/1284, 5-10=-1101/721, 6-10=-142/457 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Extedor(2R) 13-0-0 to 16-0-0, Interior(1) 16-0-0 to 20-5-8, Extedor(2R) 20-5-8 to 23-5-8, Interior(1) 23-5-8 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer./ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) The Fabrication Tolerance atjoint 6 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=574, 7=574. 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. February 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119i2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon 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 ANS17TPl1 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 27/2 WATERSTONE r T22730437 2631384 G15 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 12:01:30 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-iLjYlsBp_TTteL3t LokvoMHNf4uK73sDMjWIZzoWy3 1-14-0 7-7-5 13-0-0 19-9-8 22-5-8 28-8-0 30-0-0 r 1.4-0 ' 7-7-5 5.4-11 6-9-8 2-8-0 6-2-8 1-4-0 4x6 11 6.00 12 Scale = 1:52.8 3x4 = 3x4 = 5x6 WB = 5x8 = 2x4 11 3x4. = 9-2-0 19-9-8 22-5-8 28-8-0 ' 9-2-0- 10-7-8 - 2-8-0 -6-z-8 Plate Offsets (X,Y)— [2:0-0-12,0-0-0],[3:0-3-0,0-3-0],[6:0-6-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.44 10-12 >776 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.75 10-12 >458 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2020/TPI201.4 Matrix -AS Weight: 140 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-265(LC 10) Max Uplift 2=-574(LC 12), 7=-574(LC 12) Max Grav 2=1301(LC 17), 7=1299(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2101/1024, 3-4=-2002/1069, 4-5=-2882/1556, 5-6=-2432/1245, 6-7=-2162/1095 BOT CHORD 2-12=-743/2011, 10-12=-434/1379, 9-10=-831/1874, 7-9=-828/1871 WEBS 3-12=-402/397, 4-12=-304/940, 4-10=-844/1751, 5-1 0=-1 498/951, 6-10=-318/861 Structural wood sheathing directly applied. Rigid ceiling directly applied. 1 Row at midpt 4-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Extedor(2R) 13-0-0 to 16-0-0, Interior(1) 16-0-0 to 22-5-8, Extericr(2R) 22-5-8 to 25-5-8, Interior(1) 25-5-8 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=574, 7=574. 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. February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 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 27/2 WATERSTONE + T22730438 2631384 G17 Roof Special 1 1 Job Reference o tional Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 412:01:31 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJTgypvsQ-AXHwWCCRInbkFVd3X2JzR0uVJ3QQ3bEOSOS3ZOzoWy2 7-7-5 12-10-0 18-0-11 i 21-7-8 24-3-8 28-6-0 29-11-0 7-7-5 5-2-11 5-2-11 3-6-13 2-8-0 4-2-8 1-4-0 Scale = 1:51.8 4x6 = 3x6 = 3x4 = 3x4 = 3x4 = 5x8 = 2x4 II 3x4 = 21-7-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.52 BC 0.85 WB 0.54 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Ud -0.19 11-13 >999 240 -0.37 13-16 >930 180 0.07 7 n/a n/a PLATES GRIP, MT20 244/190 Weight: 142 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) 1=0-8-0, 7=0-8-0 Max Horz 1=-258(LC 10) Max Uplift 1=-471(LC 12), 7=-574(LC 12) Max Grav 1=1211(LC 17), 7=1280(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-199411029, 2-3=-1896/1076, 3-4=-2038/1154, 4-5=-3248/1736, 5-6=-2793/1455, 6-7=-2269/1139 BOT CHORD 1-13=-726/1913, 11-13=-409/1352, 10-11=-855/2008, 9-10=-897/1986, 7-9=-897/1977 WEBS 2-13=-410/407, 3-13=-330/828, 3-11=-500/1102, 4-11=-758/554, 4-10=-681/1280, 5-10=-1517/898, 6-10=-528/1033 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-10-0, Extedor(2R) 12-10-0 to 15710-0, Interior(1) 15-10-0 to 24-3-8, Exterior(21R) 24-3-8 to 27-3-8, Interior(1) 27-3-8 to 29-10-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) 1=471,7=574. 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. February 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTeW connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi Y is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Tek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rPl1 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 Ply LOT 27/2 WATERSTONET22730439 T 2631384 G19 Roof Special Girder 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 12:01:32 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-ekrJjXD4W5jbtfCF5m gC_DRbmTjjgoyV9ggCc6SzoWy1 7-7-5 12-10-0 18-0-11 23-7-8 26-3-8 28-6-0 29-10-0 7-7-5 5-2-11 5-2-11 5-6-13 2-8-0 2-2-8 1-4-0 Scale=1:51.6 4x6 = 3x4 - 3x4 = 3x4 = 3x4 = 5x12 = 2x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 TCDL 7.0 LumberDOL 1.25 BC 0.98 BCLL 0.0 Rep Stress Incr NO WB 0.93 BCDL 10.0 Code FBC2020/TP12014 Matrix -MS 28-6-0 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.3310-11 >999 240 MT20 244/190 Vert(CT) -0.57 10-11 >599 180 Horz(CT) 0.07 7 n/a n/a Weight: 141 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 3-5: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-6-0, 7=0-8-0 Max Horz 1=-258(LC 6) Max Uplift 1=-470(LC 8), 7=-571(LC 8) Max Grav 1=1196(LC 13), 7=1158(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1961/834, 2-3=-1863/879, 3-4=-2030/945, 4-5=-4489/1885, 5-6=-3721/1495, 6-7=-2151/889 BOT CHORD 1-13=-571/1883, 11-13=-291/1322, 10-11=-686/1983, 9-10=-690/1908, 7-9=-689/1900 WEBS 2-13=-412/365, 3-13=-288/824, 3-11=-416/1112, 4-11=723/481, 4-10=-996/2432, 5-10=-2149/1001, 6-10=-759/2095 Structural wood sheathing directly applied. Rigid ceiling directly applied or 6-10-3 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible far verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=470,7=571. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 143 lb up at 26-3-8 on top chord, and 22 lb up at 26-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-6=-54, 6-8=-54, 14-17=-20 February 4.2021 :ontinued on page 2 WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev, 5/19/2020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27/2 WATERSTONE T22730439 2631384 G19 Roof Special Girder 1 1 Job Reference o tional builders mrstbource (Plant City, t-L), Plant city, FL - 33b67, 8.43U S NOV 30 202U MI I ek Industries. Inc. I nu Feb 4 12:01:32 2U21 Page 2 ID:ZYc6AOGNb VAfFo43ovpJT9ypvsQ-ekrJjXD4W5jbtfCF5mgC_DRbmTjjgoyV9ggCc6SzoWy1 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=54(B) 9=4(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI l-7473 rev. 5/19/2020 BEFORE USE. WitDesign 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 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 27/2 WATERSTONE • T22730440 2631384 GGE GABLE 1 1 Job Reference (optional) ouuuers nrsiouurce triant ury, raj, riant Uny, rL-.5600 r, 0.4sU s NOV SU ZUZU MI t eK Inausines, Inc. i nu eeD 4 "IZ:U 1:60 ZUZ"1 rage 1 I D:ZYc6AO G Nb VAfFo43ovpJT9ypvs Q-2JXRMZFyp05Ak6xq m u Ovcs3H 5g_3?V EcMeQHi nzo W y_ 4-0-0 4-0-0 Scale = 1:14.6 3 5 4 2x4 = 3x6 11 .2x4 11 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 17 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=4-0-0, 4=4-0-0, 5=4-0-0 Max Horz 1=105(LC 12) Max Uplift 4=-32(LC 12), 5=-114(LC 12) Max Grav 1=57(LC 1), 4=55(LC 17), 5=195(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-326/96 WEBS 2-5=-185/535 Structural wood sheathing directly applied or 4-0-0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-0-0 to 3-0-0, Extedor(2N) 3-0-0 to 3-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 cc. 6) This truss has been designed for a 10.0 psf bottom chord live load*nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered forthis design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Ot=lb) 5=114. February 4,2021 A WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANSh TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27/2 WATERSTONE • Jack-0pen T22730441 2631384 H3 Truss 2 1 Job Reference o lional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-10-10 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 FBC2020ITPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-3-0, 4=Mechanical Max Horz 2=133(LC 8) Max Uplift 3=-51(LC 5), 2=-208(LC 8) Max Grav 3=67(LC 1), 2=238(LC 1), 4=66(LC 3) 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 412:01:36 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-WV4pZvGaaJD1MGW1Kcv883cQL4lck_ylbHAgEDzoWxz 4-2-15 4-2-15 —� Scale = 1:12.7 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.31 Vert(LL) -0.01 2-4 >999 240 MT20 244/190 BC 0.15 Vert(CT) -0.02 2-4 >999 180 WB 0.00 Horz(CT) -0.00 3 n/a n/a Matrix-P Weight: 16 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=208. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 84 lb up at 1-5-4, and 30 lb down and 84 lb up at 1-5-4 on top chord, and 23 lb up at 1-5-4, and 23 lb up at 1-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=48(F=24, B=24) 6=23(F=11, B=11) February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 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 andlor 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 Job Truss Truss Type Qty Ply LOT 2712 WATERSTONE T22730442 2631384 H5 Jack -Open Truss 2 1 Job Reference (optional) builders FirstSOurce (Plant city, FL), F'lant LXy, FL - 33567, 8.430 s Nov 30 2020 rvIITek Industries, Inc. I hu Feb 4 12:01:36 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-WV4pZvGaaJD1 MGW1 Kcv883cKk4BlkylbHAgEDzoWxz -1-10-10 , 3-9-6 7-0-14 1-10-10 3-9-6 3-3-8 Scale = 1:17.4 7-0-14 7-0-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.12 4-7 >681 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.20 4-7 >411 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020fiP12014 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 purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-11-5, 4=Mechanical Max Horz 2=188(LC 8) Max Uplift 3=-148(LC 8), 2=-235(LC 8) Max Grav 3=159(LC 1), 2=321(LC 1), 4=130(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=148, 2=235. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 18 lb down and 55 lb up at 1-5-4, 30 lb down and 84 lb up at 1-5-4, and 22 lb down and 112 lb up at 4-3-4, and 3 lb down and 70 lb up at 4-3-4 on top chord, and 23 lb up at 1-5-4, 23 lb up at 1-5-4, and 16 lb down and 6 lb up at 4-3-4, and 11 lb down and 7 lb up at 4-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=55(F=24, B=31) 9=-7(F=15, B=-22) 10=23(F=11, B=11) 11=-14(F=-5, B=-8) February 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the 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 ANSVTPlf 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 27/2 WATERSTONE T22730443 2631384 H7 Jack -Open Truss 3 1 Job Reference (optional) builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 12:01:37 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ=heCnFGCLdLuzQ5DuJQNhH8aJUatTOHugxvNmfzoWxy -1-10-10 5-11-1 9-10-13 1-10-10 ' 5-11-1 3-11-11 Scale = 1:22.7 u — JX4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.02 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.05 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 42 Ib FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-108(LC 8), 2=-267(LC 8), 5=-141(LC 8) Max Grav 4=103(LC 1), 2=448(LC 1), 5=344(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-629/235 BOT CHORD 2-7=-298/572, 6-7=-298/572 WEBS 3-7=0/332, 3-6=-660/344 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 4=108, 2=267, 5=141. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 Ib down and 84 Ib up at 1-5-4, 30 Ib down and 84 Ib up at 1-5-4, 3 Ib down and 70 Ib up at 4-3-4, 3 Ib down and 70 Ib up at 4-3-4, and 52 Ib down and 141 Ib up at 7-1-3, and 52 Ib down and 141 Ib up at 7-1-3 on top chord, and 23 Ib up at 1-5-4, 23 Ib up at 1-5-4, 11 Ib down and 7 Ib up at 4-3-4, 11 Ib down and 7 Ib up at 4-3-4, and 51 Ib down at 7-1-3, and 51 Ib down at 7-1-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 February 4,2021 :ontinued on page 2 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MIFEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTeW connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing p p iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/7TP11 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 My Ply LOT 27/2 WATERSTONE ' ` T22730443 2631384 H7 Jack -Open Truss 3 1 Jab Reference (optional) ounu— rs­uurue lrrani City, FL), rianl City, r-L - 000ts/, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 412:01:37 2021 Page 2 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-_heCnFGCLdLuzQ5DuJQNh H8aJUatTOHugxvNmfzoWxy LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 11=48(F=24, B=24) 12=30(F=15, 121=15) 13=-104(F=-52, B=-52) 14=23(F=11, B=11) 15=-11(F=-5, B=-5) 16=-51(F=-25, B=-25) A WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall pp //�� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �y� iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and 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 27/2 WATERSTONE T22730444 2631384 H7V Jack -Open Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 12:01:38 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-TtCa_bHg6xTlbagPS1xcEUhkSto_CgL23bfxl6zoWxx -1-10-10 6-6-4 9-10-13 1-10-i0 6-6-4 3-4-9 Scale=1:22.6 3x4 6-6-4 13-4-9 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 0.33 Vert(LL) 0.12 6-7 >998 240 MT26 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.14 6-7 >843 180. BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 38 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-7 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-3, 5=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-86(LC 8), 2=-261(LC 8), 5=-174(LC 8) Max Grav 4=95(LC 1), 2=448(LC 1), 5=352(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1048/465 BOT CHORD 2-7=-550/985, 6-7=-534/932 WEBS 3-7=-20/472, 3-6=-1005/565 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=261, 5=174. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 82 lb up at 1-5-4, 34 lb down and 82 lb up at 1-5-4, 0 lb down and 73 lb up at 4-3-4, 0 lb down and 73 lb up at 4-3-4, and 52 lb down and 145 Ib up at 7-1-3, and 52 lb down and 145 lb up at 7-1-3 on top chord, and 23 lb up at 1-5-4, 23 lb up at 1-5-4, 11 lb down and 7 lb up at 4-3-4, 11 lb down and 7 lb up at 4-3-4, and 51 lb down at 7-1-3, and 51 lb down at 7-1-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 February 4,2021 :ontinued on page 2 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mi reW 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 ANS11TFll Qualify Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safefylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 2712 WATERSTONE I T22730444 2631384 H7V Jack -Open Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 12:01:38 2021 Page 2 ID:6gD IOH2OVegl Nkl sxoNemzyuULB-TtCa_bHg6xTlbagPS1 xcEUhkSto_CgL23bfxl6zoWxx LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=48(F=24, B=24) 12=30(F=15, B=15) 13=-104(F=-52, B=-52) 14=23(F=11, B=11) 15=-11(F=-5, B=-5) 16=-51(F=-25, B=-25) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 6/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Inoorpomte 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 ANSIVTPII 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 27/2 WATERSTONE r + T22730445 2631384 K01 Hip Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 12:01:40 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJTgypvsQ-PGKKPHJ5dYkTgtpoZRz5Jvm3KhYogkBLWv81 N_zoWxv 5-0-0 9-4-0 13-M 18-5-0 20-0-0 ' 5-0-0 4-4-0 4-4-0 5-0-0 1-4-0 5x8 = 6.00 112 17 18 2x4 11 Scale = 1:32.7 19 20 5x8 = 3x4 = 2x4 II 3x8 = 2x4 II 3x4 = 9-4-0 Plate Offsets (X,Y)-- [1:0-1-4,0-0-2],[2:0-6-0,0-2-8] [4:0-6-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 TCDL 7.0 Lumber DOL 1.25 BC 0.58 BCLL 0.0 Rep Stress Incr NO WB 0.24 BCDL 10.0 Cade FBC2020/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Horz 1=-112(LC 6) Max Uplift 1=-565(LC 8), 5=-672(LC 8) Max Grav 1=1081(LC 1), 5=1158(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2057/1097, 2-3=-227511295, 3-4=-227511295, 4-5=-2045/1077 BOT CHORD 1 -1 0=-843/1791, 8-10=-83811803, 7-8=-817/1791, 5-7=-822/1779 WEBS 2-10=0/378, 2-8=-3531628,3-8=-430/436,4-8=-367/635, 4-7=0/376 DEFL. in (loc) I/defl Lid PLATES GRIP Vert(LL) 0.12 8 >999 240 MT20 244/190 Vert(CT) -0.16 8 >999 180 Horz(CT) 0.05 5 n/a n/a Weight: 83 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-3-12 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Projectengineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=565,5=672. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 155 lb down and 306 lb up at 5-0-0, 54 lb down and 131 lb up at 7-0-12, 54 lb down and 131 lb up at 9-0-12, 54 lb down and 131 lb up at 9-7-4, and 54 lb down and 131 lb up at 11-7-4, and 155 lb down and 306 lb up at 13-8-0 on top chord, and 154 lb down at 5-0-0, 52 lb down at 7-0-12, 52 lb down at 9-0-12, 52 lb down at 9-7-4, and 52 lb down at 11-7-4, and 154 lb down at 13-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). t LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54, 4-6=-54, 11-14=-20 February 4,2021 continued on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP1f 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 27/2 WATERSTONE ► c T22730445 2631384 K01 Hip Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 12:01:40 2021 Page 2 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-PGKKPHJ5dYkTgtpoZRz5Jvm3KhYogkBLWv81N_ZOWxv 'LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 2=-155(F) 4=-155(F)10=-77(F) 8=-52(F) 3=-108(F) 7=-77(F)17=-54(F) 19=-54(F) 21=-26(F) 22=-26(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ��' Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property, damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI M11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss eQty Ply LOT 27/2 WATERSTONET22730446 FHpT-ss 2631384 K02 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 412:01:41 2021 Page 1 I D:ZYc6AO G N b VAfFo43ovpJT9ypvs Q-tSui ccJj OssJS 1 0_79V Kr7J Cn 5w4 P Dp U IZtbvRzo Wxu 7-0-0 11-8-0 18-M 20-0-0 7-0-0 4-8-0 7-0-0 1-4-0 3 5x8 = 2 16 4x6 = 17 3 3x4 = 2x4 II "— 3x4 = 3x4 = 7-0-0 Plate Offsets (X,Y)-- [1i0-1-410-0-2], [2:0-5-8,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 TCDL 7.0 Lumber DOL 1.25 BC 0.51 BCLL 0.0 Rep Stress Incr YES WB 0.09 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 4=0-8-0 Max Horz 1=-149(LC 10) Max Uplift 1=-306(LC 12), 4=-413(LC 12) Max Grav 1=688(LC 1), 4=765(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1068/708, 2-3=-905/746, 3-4=-1062/713 BOT CHORD 1-8=-448/906, 6-8=-446/912, 4-6=-477/899 DEFL. in (loc) I/defl L/d Vert(LL) 0.12 8-11 >999 240 Vert(CT) -0.17 8-11 >999 180 Horz(CT) 0.02 4 n/a n/a Scale = 1:33.3 PLATES GRIP MT20 244/190 Weight: 78 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 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-0-0, Exterior(2R) 7-0-0 to 11-2-15, Interior(1) 11-2-15 to 11-8-0, Exterior(2R) 11-8-0 to 15-10-15, Interior(1) 15-10-15 to 20-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=306,4=413. 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. I" 0 February 4,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDEb MITEKREFERENCE PAGE MII.7473 rev. 5i1912020 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 andfor chord members only. Additional temporary and permanent bracing M pTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/fTPIf Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 27/2 WATERSTONE T22730447 2631384 M Common Truss 1 1 Job Reference (optional) Builders tSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 412:01:42 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-LfS5gyKL99—A4BzAhsOZOKsNgVFg8eRdzDd8RtzoWxt 1 4-0 5-0-0 10-0-0 11 0 1-4-0 5-0-0 5-0-0 1-4-0 Scale = 1:20.5 4x6 = 3x6 11 3x4 = Plate Offsets (X,Y)— [2:Edge 0-0-4) LOADING (psf) SPACING- 2-0-0 CSI. DEF.L. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.11 7-14 >911 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.09 7-14 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Cade FBC2020/TP12014 Matrix -AS Weight: 41 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 2x4SPNo.3 REACTIONS. (size) 5=0-3-8, 8=0-4-0 Max Horz 8=117(LC 11) Max Uplift 5=-375(LC 12), 8=-539(LC 12) Max Grav 5=363(LC 1), 8=521(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-281/467, 4-5=-256/431 WEBS 3-8=-315/651 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-6-4, Interior(1) 1-6-4 to 5-0-0, Exterior(2R) 5-0-0 to 8-0-0, Interior(1) 8-0-0 to 11-4-0 zone; cantilever left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=375, 8=539. 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. February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/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 russ Type Qty Ply LOT 27/2 WATERSTONE r ]Hip T22730448 2631384 M3 Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 12:01:43 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-pr?T1 ILzwT61 iLYNEaXoxXOYquaCt76nCtMizJzoWxs -1-4-0 3-0-0 7-0-0 10-0-0 11-4-0 1�-0 3-0-0 4-0-0 3-0-0 1-4-0 I 46 = 17 18 19 4x6 = 2x4 11 2x4 = Scale=1:20.6 1-4-0 3-0-0 7-0-0 10-0-0 1-4-0 1-8-0 4-0-0 3-0-0 —Plate Offsets (X,Y)— [2:Edge,0-0-4], [6:0-4-0,0-0-4] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.13 8 >793 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.11 8 >933 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 40 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. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-4-0, 10=0-4-0 Max Horz 10=-81(LC 6) Max Uplift 6=-374(LC 8), 10=-538(LC 8) Max Grav 6=406(LC 18), 10=564(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-304/305, 3-4=-398/347, 4-5=-327/301, 5-6=-390/323 BOT CHORD 2-10=-308/318, 9-10=-281/318, 8-9=-285/327, 6-8=-283/328 WEBS 3-10=-355/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=374, 10=538. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 12 lb down and 131 lb up at 3-0-0, and 64 lb up at 5-0-0, and 52 lb down and 152 lb up at 7-0-0 on top chord, and 42 lb down and 10 lb up at 3-0-0, and 15 lb down and 6 lb up at 5-0-0, and 42 lb down and 10 lb up at 6-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-54, 4-5=-54, 5-7=-54, 11-14=20 Concentrated Loads (lb) Vert: 4=-12(F) 5=-12(F) 9=-21(F) 8=-21(F) 18=1(F) 20=-B(F) February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1012020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andtor 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. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27/2 WATERSTONE r T22730449 2631384 PB Piggyback Truss 5 1 Job Reference o fional IrsiSource (mant Cary, FL), runt uty, rL - 33b57, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 412:01:44 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-H1ZrFeMbhnEuJV7ZoH21TIxg1120cbxwRX6FWlzowxr 2-4.0 4-8-0 2.4.0 2-4-0 3x4 = 2x4 = 2x4 = Scale = 1:9.1 4-8-0 4-8-0 Plate Offsets (X,Y)-- [3:0-2-0 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 4 n/r 120 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 4 file n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-P Weight: 12 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=2-8-14, 4=2-8-14 Max Horz 2=-37(LC 10) Max Uplift 2=-91(LC 12), 4=-91(LC 12) Max Grav 2=135(LC 1), 4=135(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 4,2021 WARNING - Ved(y 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 Mr-00 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 andfor chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIM11 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 y Ply LOT 27/2 WATERSTONE J IY � T22730450 2631384 PB1 Piggyback Truss 2 2 1 Job Reference o tional +�,��,� , , �•���,�� �, ,^,,• v,q, , �1, —y' 0.40a s Ivov 6V ZVZV IVII I ex inausines, inc. I nu reD 4 1 Z:U1:44 ZUZ1 Page 1 I D:6q DIOH2OVegl Nkl sxoNemzyuULB-H 1 ZrFeMbhnEuJV7ZoH21 Tlxg212OcbxwRX6FWIzo Wxr 2-0-0 2-8-01 4-8-0 2-0-0 0-8-0 2-0-0 3 2x4 = 46 11 2x4 = Scale = 1:9.2 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 0.07 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 4 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=2-8-14, 4=2-8-14 Max Horz 2=-34(LC 10) Max Uplift 2=-91(LC 12), 4=-91(LC 12) Max Grav 2=135(LC 1), 4=135(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 4,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. -- Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criteria, DSB•89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Truss Truss Type Qly Ply LOT 27/2 WATERSTONE �'206' 31384 R2 Jack -Open Truss 1 1 T22730451 o..:r.,,,._ �:._.�....___ ��:.,_...:.., r•r . .,,__. ,.,._ _ �. _ Job Reference o tional 'v• - � +�•., o.'1Ju a Nov ou ZUZU mi I eK Inausmes, Inc. I nu I-eb 4 12:01:45 2021 Page 1 I D:ZYc6AO G Nb VAfFo43ovpJT9ypvs Q-I E7DS_N DS4 Mlxfi I M?ZGOyU yb iNV L2B4g Bro2 Czo Wxq 1-10-10 Scale = 1:10.7 Iv 0 " 3-1-8 -- - — - Plate Offsets (X,Y)— f2:0-0-3,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 0.27 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a rile BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=113(LC 8) Max Uplift 3=-25(LC 5), 2=-201(LC 8), 4=-11(LC 13) Max Grav 3=38(LC 1), 2=209(LC 1), 4=29(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=201. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 84 lb up at 1-5-4, and 30 lb down and 84 lb up at 1-5-4 on top chord, and 23 lb up at 1-5-4, and 23 lb up at 1-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=48(F=24,B=24)9=23(F=11,B=11) February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use onlywith MI eM 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 ANS117P/f 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 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. >_ orientation, locate ____ _ • Vi ' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 softwareor upon request. Numbering System 64-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TnP CHnRnR BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant, preservative treated, or green lumber. ICC-ES Reports: 10. Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator. General practice is to 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 camber for dead load deflection. to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 11. Plate type, size, orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Lumber all respects, equal to or better than that specified. Indicated b symbol shown and/or Trusses are designed for wind loads in the plane of the Y Y 13. Top chords must be sheathed or purlins provided at by text in the bracing section of the truss unless otherwise shown. spacing indicated on design. output. Use T or I bracing 14. Bottom chords require lateral bracing at 10 ft. spacing, if indicated. Lumber design values are in accordance with ANSI/TPI 1 or less, if no ceiling is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved reaction section Indicates joint 17. Install and load vertically unless indicated otherwise. number where bearings occur. 18. Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. environmental, health or performance risks. Consult with project engineer before use. 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. MlTeki MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.