Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Truss
r(` 258 Southhall Lane, Suite 200 D Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com ENOINEERINO ASSOCIATES May 24, 2021 Building Department Ref: Adams Homes Lot: Lot 3 Blk.1 Subdivision: Fort Pierce - Waterstone Address: 5448 Lugo St. Model: 2000 A LHG 3CF KA # 21-4885 Truss Company: Builders First Source Date of drawings: 5/20/21 Job No.: 2742552 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and fill techniques; and coordinating work with all other trades. �>%P NBLO TO 0 \5 �E' Note: Truss ID's may vary. v •'•'v� G N S�• No 87864 If you have any questions, please do not hesitate to call. ` �` :. * • . Sincerely, �.. STATE a aael�s� 5/24/2021 5/24/2021 5/2 /2021 Carl A. Brown, P.E. Scott Lewkowski, P.E. Luis Pablo Tomes, P.E. FL. # 56126 FL. #78750 FL. # 87864 I FDS Engineering Associates, A TSG Company "Your Building Code Experts" M 8-0( th U) r• r r I` 1— Lr) Lh 1 C1 O 73 3 0 ooD �/ 3/1 V LT �/ �/ 0 C5 5 3-PLY 16 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 14 + + + + + + + + + + + + + + + + + + + +_+ + + + + + + + + + ALI3 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 12 g + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++++++++++++ +++++++++++++ 12 VAULT 11 o 0) + + + + + + + + + + + + + + + + + < 10 + + + + + + + + + + .. + + + + + o9 + + + + + + + + .. + + + + + + + + + + + ®• + + + + + + + + ��+ + + + + + + + + + + + + + + + + 09 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 09 /12 VAULT +++++++++++++++++��+++++++++++++ o os + + + + + + + + + + •+ + + + + + 09 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 09 o + + + + + + + + + + + + + + + + 0 o Co O cD co + + + + + + + + + + + + + + + + o 0 C0 m + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 09 + + + + + + + + + + + + + + + + + 09 + + + + + + + + + + + + + + + + . + + + + + + + + .0DDISPAOE + + + 09 co U V + + + + + + + + + + + + + + + 07 + + + + + + + + + + + + + C1 + + + + + + + + + + + + A 6S o + + + + + + + + + + + + 3 1-03-00 O LO + + + + + + + + + + + + + + + + + + + + + + + + E 5S C5 _ + + + + + + // 2 A 4S + + + + E7 + + + + AM E7 -0 -00 + + + O N A 2S E7 1- -00 1-0 00 + + + + + + / / 0 2-0 -0 A 1S - 08 G05 0 1 _0 o D SPACE 1-0 -0 04 . E� 05 03S G02S 01S 8'-0" F T CLG. a a4 o o0 v O '9 17 E7 N W U 04 7 q a 0 7-11-00 02 7 o 02 C5S OO 00 0 C5 C5 01 C3S N C 0 co rn U U U r` W D 1— W r• W r W ro U U U \f0 C3 O 10 C3 1 3 C3 73 U U U O C1 C1 Ci U co U r0 Tn W W o W co U U 7-00-00 10-00-00 19-08-00 12-08-00 6-04-00 48-08-00 EXPOSED TO WND LI Reviewed and Approved U Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner IDS ENGINEERING ASSOCIATES Date: 0524/2021 By: ES Submittal No.: ProjectNo.: 214885 Project Eng.: Luis Torres Project Name: Adams Homes - Fort Pierce - Waterston - Lot 3 Blk 1 CONNECTORS SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYM 0 1 A-11 LUS24 / JUS24 895 / 836 490 /510 1LA! 10 1 A HTU26/ THD26 3600 / 3470 1555 / 2330 ILA 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 ILB 1 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 J LO 0 D HTU28-2 / THD28-2 4680 / 5005 113485 / 2595 1 J to 0 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 J LE 0 F HGUS28-2 / THDH28-2 7460 18025 3235 / 3330 J IF 0 G HGUS26-3 / THDH26-3 5230 / 5246 2155 / 2340 J Lc 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 J w 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 J w 3X8NOP VERIFY ALL dMENSI0N5 Aldl MUM CONgTIONS PRIOR M APPROVAL SOME CEILING FRAMPRm REOUIRED N FIELD BY BULDER MAN HAND FORCE RESISTING SYSTEMFC HYBR O VMO ASCE7-10 IMPORTANT ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY U This Drawing Must Be Approved And VAND LOAD TA MPH FADESIGNCTOR 00 Returned Before Fabrication Will BE HAVE TRUSSES HAVE BEEN DESIGNED FORA 140 PSF BOriOM CHORD LIVE LOAD TRUSSES Begin. For Your Protection Check All NONCONCURRENT VATH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL• 40 PSF BEEN ACCEPTED. TCDL, 07 PSF TCDL: 10 PSF BCDL: 10 PSF BCDL: 5 PSF By Date TOTAL: 37 PSF TOTAL., 55 PSF DURATION: 1.25 DURATION: 1.00 CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B7 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (te. 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 OF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Wdhin 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" — BUILDING CODE FBC2020 BEARING HEIGHT SCHEDULE BUILDER: Adams Homes PROJECT: Single Family MODEL: LANAI ADDRESS: 5448 LUGO ST LOT I BLOCK: 311 SUBDIVISION: WATERSTONE CITY: FT PIERCE DRAWN BY: KSANCHEZ 2742652 DATE: SCALE: NTS PLAN DATE: 1 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33563 Ph.(813) 305-1300 Fax (813)305-1301 ov RE: 2742552 MiTek USA, Inc. LOT 3/1 WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes Port St Lucie Pro ect Name: 2742552 Lot/Block: 3/1 oodel:.2000 A 3CAR 10X20 LANAI Address: 5448 LUGO ST, . Subdivision: WATERSTONE City: Fort Pierce State: FL 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: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 57 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T24045439 A01 S 5/20/2021 21 T24045459 C 1 C 5/20/2021 2 T24045440 A02S 5/20/2021 22 T24045460 c1P 5/20/2021 3 T24046441 A03S 5/20/2021 23 T24045461 C 1 S 5/20/2021 4 T24045442 A04S 5/20/2021 24 T24045462 C 1 V 5/20/2021 5 T24045443 A05S 5/20/2021 25 T24045463 C3 5/20/2021 6 T24045444 A06S 5/20/2021 26 T24045464 C3P 5/20/2021 7 T24045445 A07 5/20/2021 27 T24045465 C3S 5/20/2021 8 T24045446 A09 5/20/2021 28 T24045466 C3V 5/20/2021 9 T24045447 A10 5/20/2021 29 T24045467 C5 5/20/2021 10 T24045448 All 5/20/2021 30 T24045468 C5P 5/20/2021 11 T24045449 Al2 5/20/2021 31 T24045469 C5S 5/20/2021 12 T24045450 A13 5/20/2021 32 T24045470 C5V 5/20/2021 13 T24045451 A14 5/20/2021 33 T24045471 D01, 5/20/2021 14 T24045452 A15 5/20/2021 34 T24045472 D02 5/20/2021 15 T24045453 A16 5/20/2021 35 T24045473 D03A 5/20/2021 16 T24045454 B01 5/20/2021 36 T24045474 E2A 5/20/2021 17 T24045455 B02 5/20/2021 37 T24045475 E5 5/20/2021 18 T24045456 B04 5/20/2021 38 T24045476 E7 5/20/2021 19 T24045457 Cl 5/20/2021 39 T24045477 E7P 5/20/2021 20 T24045458 C 1 B 5/20/2021 40 T24045478 E7V 5/20/2021 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision `����� II � II11i-"1 based on the parameters provided by Builders FirstSource (Plant City, FL). ,�%0 dQ1N V'F'.. Truss Design Engineer's Name: Velez, Joaquin ��� �� G E N� ��i My license renewal date for the state of Florida is February 28, 2023. . SF•'�: Florida COA: 6634 No 6.8 .:2 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 ANSI/TPI 1. These designs based comply with are upon parameters i- •. S TE 'Of. shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek 0 customers file reference purpose only, and was not taken into account in the preparation of G these designs. MiTek has not independently verified the applicability of the designparam or the desins for any Before use, the designer cular lland �j S ::. • • �� 0. ,����(j t N A %, te these des gnsuilding shouldeters verify applicability of design parameters properly incorporading. into the overall building design per ANSI/TPI 1, Chapter 2. Joaquin VeleiPE*No.68182 MRek 11SA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 May 20, 2021 na 1 of 2 Velez, Joaquin MiTelk' RE: 2742552 - LOT 3/1 WATERSTONE MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Project Customer: Adams Homes Port St Lucie Project Name: 2742552 Lot/Block: 3/1 Subdivision` WATERSTONE Address: 5448 LUGO ST, . City, County: Fort Pierce State: FL No. Seal# Truss Name Date 41 T24045479 G01 S 5/20/2021 42 T24045480 G02S 5/20/2021 43 T24045481 G03S 5/20/2021 44 T24045482 G05S 5/20/2021 45 T24045483 H2 5/20/2021 46 T24045484 H5 5/20/2021 47 T24045485 H7 5/20/2021 48 T24045486 1-17P 5/20/2021 49 T24045487 1-17V 5/20/2021 50 T24045488 K01 5/20/2021 51 T24045489 K02 5/20/2021 52 T24045490 L01 5/20/2021 53 T24045491 L02 5/20/2021 54 T24045492 Vol 5/20/2021 55 T24045493 V02 5/20/2021 56 T24045494 VO4 5/20/2021 57 T24045495 V05 5/20/2021 2 of 2 Job Truss Truss Type Qty Ply LOT 3/1 WATERSTONE T24045439 2742552 A01S Roof Special 1 Job Reference o tionai nunaers t-Irstsource trlant cny, rLj, rlant city, rL - S:folsl, 6.431.1 s Apr zu zuzl mi I eK Inaustries, Inc. vvea may 1 a itmu:43 zuzl rage 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-gGlwUp_f?PgsLzdcMl3SiiKdWuPPjfdicwOA2CzEsiA 1 4-0 6-5-7 8-8-0 12-2-13 15-9-11 19-4.6 22.3.1 25-17 28-10.0 N 6-112 33 1 -4 38-8-0 1-4-0 6-5-7 2-2-9 3.6.13 13 3.6.13 2-10-9 3-2-6 3-4-9 4-7-12 0-5- 4-&12 Scale=1:71.5 5x6 = 7x10 = 6x8 = 11 4x4 = 6.00 F12 4x4 = 7x8 = 5x6 = 6x8 = 3 4 5 6 8 9 10 3x4 � 36 \ ST1.5x8 STP = 35 12 37 31 `t 21 0 2 25 24 1 2x4 I I 7x8 — 23 22 10x12 = 4x4 = 4)8 = 13 c� o Io w • 19 18 17 16 15 14 4x6 3.00 FIT 20 4xB 3x4 II 5xl2 = 4x8 = 2x4 11 4x6 = 2x4 II 6-5-7 8-8-0 12-2-13 15-9-11 19-0-8 19-1022-3-1 25-5-7 28-10-0 33-11-4 38-8-0 6 3-8-13 3-6-13 3$-13 0- 2 2-10-8 3-2-6 3-49 5-1-0 4-8-12 Plate Offsets (X,Y)-- _[3:0-4-8,0-3-8),[6:0-4-0,0-4-8),[9:0-3-8,0-3-0),[10:0-5-4,0-2-8[,[21:0-9-0,0-5-4),[24:0-4-0,0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 1.06 21-22 >439 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -1.28 21-22 >361 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.44 13 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 487lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 3-6,6-10: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 `Except' 21-24: 2x6 SP M 26, 8-19: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 9-21: 2x4 SP No.2 REACTIONS. (size) 13=Mechanical, 2=0-8-0 Max Harz 2=224(LC 11) Max Uplift 13=-803(LC 12), 2=921(LC 12) Max Grav 13=1431(LC 1), 2=1505(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4934/3102, 3-4=-8137/5079, 4-5=-10160/6258, 5-6=-11192/6826, 6-7=11193/6827, 7-8=-11641/7115,8-9=-11147/6823,9-10=-4357/2823,10-11=2458/1689, 11-12=-2500/1658, 12-13=2912/1870 BOT CHORD 2-25=2782/4481, 24-25=-2767/4482, 23-24=-4918/8250, 22-23=-6026/10160, 21-22=-6914/11641,8-21=134/330,18-19=-268/445,17-18=-2346/3886, 15-17=-2348/3885, 14-15=-1595/2581, 13-14=-1595/2581 WEBS 3-24=2603/4286, 9-21=4354/7339, 4-23=1164/2009, 5-23=539/399, 5-22=-616/1082, 7-22=471/314, 4-24=886/621, 9-18=-3382/2066, 18-21=-2884/4847, 10-18=-377/706, 11-15=-1187/1921, 10-15=-2339/1547, 12-15=-506/414 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, 2x6 - 2 rows staggered at D-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-5-7, Exterior(2R) 6-5-7 to 10-5-7, Interior(1) 10.5-7 to 28-10-0, Exterior(2R) 28-10-0 to 32-10-0, Intefior(1) 32-10-0 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) 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) 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 ;or%ihVdcbetvlt=dlge bottom chord and anv other members ,%%.oUIN J .•'�:C•E N No 68182 S O F0 O4 �• �C1: �iA;O N AI, E���,• Joaquin lez PE N5.68182 Mffek USA, Inc. FL Left 6634 6904:Parke East Blvd. Tam date: pa FL 33610 May 19,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Qualify 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 3/1 WATERSTONE 2742552 Builders FirstSource (Plant Citv_ A015 Fill Plant rit PI _ SiZSR7 Roof Special 1 T24045439 Job Reference (optional) - . r 11 n r en a iuumnea, nIG. vveu May It' 70:1 U:4:i 2U21 Page 2 NOTES- ID:hKY1 ep9FiDwfFyJCybTuLLyv927-gGlwUp_f7PgsLzdcMl3SiiKd WuPPjfdicwOA2CzEsIA 9) Refer to girder(s) for truss to truss connections. 10) Bearing atjoint(s) 2 considers parallel to grain value using ANSlrrPI 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 jcint(s) except (jt=lb) 13=803, 2=921. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chard. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, note 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 - ANSIMPI1 Quality Criteria, DSB-89 and BCSI Building Component East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. Tampa, FL 36610 Parke D 26601 Job Truss Truss Type Qty Ply LOT 311 WATERSTONE T24045440 2742552 A02S Roof Special 1 1 Job Reference o tional tdungers mrstsource tviant cuy, t-L), vent ury, t-L - s3ab/, d.vsu s Apr zu zuzi Will I eK inaustries, Inc. vveo may is ionu:va zuzn rage i ID:hKY1ep9FiDwfFyJCybTuLLyv92?-cfsgvVOvXO4abHn_US5wn7PvNi2nBb7?4E1H64zEs1B .r 1-4-0 6-11-13 8-5-7 13-10-15 19-4-6 23-4-15 27-5-7 8-10- 33-5-12 3 -3 38-8-0 14-0 6-11-13 5-10 5-5-8 5-5-8 40-8 4-0.8 14-9 4-7-12 9- 4-4-11 5x6 = 6.00 12 2x4 4 3 ST1.5x8 STP = 28 27 2 t 2 8: o , 5x6 = 3x8 = 2x4 11 5x8 = 5x6 = 9 Scale = 1:71.8 17 16 15 14 13 12 4x8 3.00 12 3x4 II 5x8 = 4x6 = 4x8 = 2x4 II 3x6 = 38-8-0 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 FBC2020/TPI2014 CSI. TC 0.82 BC 0.82 WB 0.79 Matrix -AS DEFL. in (loc) I/deft L/d Vert(LL) 1.02 17 >454 240 Vert(CT) -1.24 17 >374 180 Horz(CT) 0.49 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 220lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-20: 2x6 SP No.2, 18-20: 2x6 SP M 26 10-0-0 oc bracing: 16-18 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-20 7-18,15-18: 2x4 SP No.2 REACTIONS. (size) 11=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 11=-802(LC 12), 2=920(1_C 12) Max Grav 11=1433(LC 1). 2=1507(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4883/3066, 3-4=-4668/2925, 4-5=-4342/2739, 5-6=-6214/3871, 6-7=-6152/3838, 7-8=-3112/2095, 8-9=-2373/1667, 9-10=-2474/1632, 10-11=-2869/1842 BOT CHORD 2-20=2729/4436, 19-20=-3388/5859, 18-19=-3388/5859, 13-15=-1538/2660, 12-13=-1579/2530, 11-12=-1579/2530 WEBS 3-20=241/376, 4-20=-1163/1919, 5-20=1645/1043, 5-19=0/262, 5-18=-215/433, 7-18=1994/3485, 7-15=-2096/1297, 15-18=-1959/3431, 8-15=365/724, 9-13=-1112/1838, 8-13=1636/1081, 10-13=-472/397 NOTES- ,,,,IIIIII,IIf%��I I N. I/�F 1) Unbalanced roof live loads have been considered for this design. �� G E N ✓� SF�'• �i 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.V\ II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-5-7, Exterior(2R) 8-5-7 No 681$2 to 12-5-7, Interior(1) 12-5-7 to 28-10-0, Extedor(2R) 28-10-0 to 32-10-0, Interior(1) 32-10-0 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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.j •S �f •• (V • -5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �, 4_�; 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 ��: T(•�•:AN Q ..� �j OR Q+'•` will fit between the bottom chord and any other members. t`. } i� • • •" "• • • �,' 7) Refer to girder(s) for truss to truss connections. ` QN A .8) Bearing atjoirl 2 considers parallel to grain value using ANSI/TP1 1 angle to grain formula. Building designer should verify �� capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Joaquln Velez PE,No.6$182 11=802, 2=920. Mrrek USA, InC..FL Cert 6634. 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 6904'Nrk8 East•Bivd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date:. May 19,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 Type A03S I Hip Qty I Ply I LOT T24045441 rs FirstSource (Plant City, FL), Plant City, FL - 33567, 20 uto tional 8.430 s Apr 20 2021 MiT MiTek Industries, Inc. Wed May 19 18:10:46 2021 Page 1 7-3J 8-8-0 10-5-7 14-10-13 23-9-6 ID:hKY1 ep9FiDwfFyJCybTuLLyv927-4rQ36rOXIKC RCRMB29c9KKylj6MDw4CBJudrfXzEsl7 1-4-0 1 4-0 7-3-3 4-13 1-9-7 4-5 6 28-2-9 32-4-15 38-8-0 8-10-9 4-5-3 4-2-7 6-3-1 4x8 3.00 F12 5x6 = 5x6 = 2x4 II 4x4 = 5 4 27 28 5 29 6 30 7 8 15 14 13 12 11 4x4 II 3x6 = 2x4 II 5x12 = Scale = 1:69.2 3x6 = 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 0.97 BC 0.93 WB 0.68 Matrix -AS DEFL. in (loc) Udefl L/d Vert(LL) 0.73 16-17 >634 240 Vert(CT) -1.02 16-17 >456 180 Horz(CT) 0.46 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 208 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except- BOT CHORD Rigid ceiling directly applied. Except: 2-18,16-18: 2x4 SP No. 1, 6-14: 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 12-16, 12-16: 2x4 SP No.2 7-12 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Harz 2=237(LC 11) Max Uplift 10=-802(LC 12), 2=920(LC 12) Max Grant 10=1433(LC 1), 2=1507(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4701/2897, 3-4=-4480/2810, 4-5=-3411/2149, 5-6=4259/2661, 6-7=-4197/2648, 7-8=-2136/1484, 8-9=-2377/1568, 9-10=-2759/1735 BOT CHORD 2-18=2533/4236, 17-18=-1787/3381, 16-17=-2222/3988, 11-12=-1433/2425, 10-11=-1433/2425 WEBS 3.18=246/354, 4-17=-309/724, 5-17=820/581, 5-16=108/427, 12-16=-1716/3000, 7-16=765/1490, 7-12=-1483/952, 8-12=473/832, 9-12=-495/424, 4-18=-884/1316 ,,�111111111 NOTES- .,`PQuw I �� 1) Unbalanced roof live loads have been considered for this design. ��� •_ \•Ci E. N S. ���. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 10-5-7, Exterior(2R) • No 68182 • •�-* 10-5-7 to 16-1-5, Interior(1) 16-1-5 to 28-2-9, Exterior(2R) 28-2-9 to 33-10-7, Interior(1) 33-10-7 to 38-8-0 zone;C-C for members and * forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ; 3) 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. S OF 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. oi�Tc� 6) • This truss has been designed for a live load of 20.0psf an the bottom ��j P 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. ` •: ;� f3 1 ��� 7) Refer to girder(s) for truss to truss connections. S�QN 8) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �111111.1� , capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Joaquin Velez PE Nrj68182 82 Mf[ek-n VeluC: 1 o=9oz, 2=920. FL'C166tt 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 .6964:1`arke Ease Blvd. Tampa FL 33610 wti sheetrock be applied directly to the bottom chord. May 19,2021 ® 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 any 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 chard members only. Additional temporary OF and permanent bracing Is always required for stability and to prevent collapse with possible personalinjury and property damage. For general guidance regarding the fabrication, storage, delivery, MiTek erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSO-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 311 WATERSTONE T24045442 2742552 A04S Hip 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:10:48 2021 Page 1 ID: hKY1 ep9FiDwfFyJCybTuLLyv927-1 EYpXX2ogxSBSkVZ9afdP110Uv5KOy0RmC6xjPzEs 15 1-4-0 7-3-3 B-B-0 12-5-7 19-4-0 26-2-9 30-0-0 1-4-1 38-8-0 1-4-0 7-3-0 -4-13 3-9-7 6-10-9 6-10-9 3-9-7 1-4-13 7-3-3 5x6 = 3x8 = 5x6 = 4 31 32 5 33 34 6 3x8 i 3.00 12 8-8-0 12-5-7 19-4-0 26-2-9 30-0-0 38-8-0 8-8-0 3-9-7 6. Ng 6-10-9 3-9-7 8-8-0 LOADING (psf) SPACING- 2-G-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 TCDL 7.0 Lumber DOL 1.25 BC 0.76 BCLL 0.0 Rep Stress Incr YES WB 0.79 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-14,8-9: 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=278(LC 11) Max Uplift 8=-804(LC 12), 2=-922(LC 12) Max Grav 8=1429(LC 1), 2=1504(LC 1) Scale = 1:69.0 4x8 Zz DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.77 11 >603 240 MT20 244/190 Vert(CT) -0.96 10-11 >485 180 Horz(CT) 0.59 8 n/a n/a Weight: 209 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 4-10-0 oc bracing: 8-9 JOINTS 1 Brace at Jt(s): 9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4710/2944, 3-4=-4469/2851, 4-5=-2874/1933, 5-6=-2877/1920, 6-7=-4487/2B41, 7-B=-4729/2936 BOT CHORD 2-14=2581/4263, 13-14=-1517/2860, 11-13=-1776/3290, 10-11=-1776/3290, 9-10=1504/2863, 8-9=-2565/4268 WEBS 3-14=3041400, 4-13=-1441490, 5-13=-654/326, 5-11=0/282, 5-10=-651/319, 6-10=134/488, 7-9=-315/406, 4-14=-1070/1739, 6-9=1076/1673 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 12-5-7, Exterior(2R) 12-5-7 to 18-1-5, Interior(1) 18-1-5 to 26-2-9, Exterior(2R) 26-2-9 to 31-10-7, Interior(1) 31-10-7 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. } 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joints) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=804, 2=922. 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. ,`%%I I l 11111ii, ,o��,oPQviiv i No. 68182 irz ST OF Joaquin Velez PE Nd.68182 MiTek USA, Inc. FL bit 8634. N64:1?arke East Blvd. Tampa FL M610 safe: May 19,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 61192020 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/7TPN 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 3/1 WATERSTONE 2742552 A05S T24045443 Hip 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:1 O:49 2021 Pape 1 w.nnr ieparluwrryJl:yDIULLyv82'1-VU5Blt3QbFa?3u41jHAsyzacDJQf7TEa?srVFrzEs14 1 4 0 7-3-3 8-8-0 14-5-7 19-4-0 24-2-9 30-0-0 1-4-1 38-B-0 1-4-0 7-3-3 -4-13 5-9-7 4 10-9 4 10-9 5 9-7 4-13 7-3-3 6.00 12 5x6 = 3x4 = 5x6 — 5 30 6 31 327 4x8 :::: 3.00 F12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 13-15,11-13: 2x6 SP No.2, 10-16: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=Mechanical Max Harz 2=319(LC 11) Max Uplift 2=-922(LC 12), 10=804(LC 12) Max Grav 2=1735(LC 17), 10=1666(LC 18) Scale = 1:70.1 4xe CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.76 Vert(LL) 0.57 12 >811 240 MT20 244/190 BC 0.82 Vert(CT) -0.8412-14 >551 180 WB 0.53 Horz(CT) 0.47 10 n/a n/a Matrix -AS Weight: 242 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 6-2-0 oc bracing: 10-11 WEBS 1 Row at midpt 4-14, 8-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5692/2991, 3-4=-5517/2940, 4-5=-3280/1844, 5-6=-2937/1755, 6-7=-2847/1742, 7-8=-3181/1836, 8-9=5311/2931, 9-10=-5489/2991 BOT CHORD 2-15=2626/5402, 14-15=-2344/4943, 12-14=-1401/3048, 11-12=-2324/4541, 10-11=-2610/4989 WEBS 4-15=675/1594, 4-14=-2089/1168, 5-14=-504/1162, 6-14=-338/239, 6-12=336/241, 7-12=501/1173,8-12=-1992/1172,8-11=-724/1512 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 14-5-7, Exterior(2R) 14-5-7 to 20-1-5, Interior(1) 20-1-5 to 24-2-9, Exterior(2R) 24-2-9 to 29-9-5, Interior(1) 29-9-5 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=922, 10=804. 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. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 51192020 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. AddHional 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSI/TP/1 quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Pp �.otvini 1.VF�,�. N0 6.818,2 ' *.e _ 'S TA Of '•� Joaquin Velez PE No.68182 Maek USA, Inc. FL Cert 6634, .6904:Parke East Blvd. Tampa FL 33610 bate: May 19,2021 MiTek' 6904 Parke Fast Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply LOT 311 WATERSTONE T24045444 2742552 A06S Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:10:51 2021 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-RpDy9Y4g7sgjJCE8giCK1OfuX72zbJttSAKbKkzEs12 1N1-4-0 7-311 8-8-0 16-5-7 22-2-9 30.0-0 1-4-1 38-8-0 7-3-0 -4-13 7-9-7 5-9-2 7-9-7 -4-13 7-3-3 6.00 12 4x8 ::: 3.00 F12 5x6 = 6x8 = 22-2-9 30-0-0 Scale=1:70.7 5x8 ZZ LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CS1. TC 0.97 BC 0.96 WB 0.78 Matrix -AS DEFL. in (loc) Vdefl Lid Vert(LL) 0.73 10-11 >635 240 Vert(CT) -0.98 10-11 >471 180 Horz(CT) 0.62 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 215 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 'Except' 2-2-0 oc bracing: 9-10 14-15: 2x4 SP No.2 WEBS 1 Row at midpt 4-12. 6-12, 7-11 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=360(LC 11) Max Uplift 2=-922(LC 12), 9=-804(LC 12) Max Grav 2=1504(LC 1), 9=1429(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4690/2882,3-4=-4548/2895,4-5=-2525/1658, 5-6=-2194/1617,6-7=-2533/1652, 7-8=4565/2883,8-9=4713/2897 BOT CHORD 2-13=2522/4346, 12-13=-2464/4258, 11-12=-1060/2193, 10-11=-2435/4177, 9-10=2509/4249 WEBS 4-13=481/1155, 4-12=-2226/1450, 5-12=-342/728, 6-12=-271/276; 6-11=-332/730, lit 7-11=2084/1441, 7-10=-561/1113 `OPavIN' NOTES- �� , p E`N �' ♦i .• �, S''• 1) Unbalanced roof live loads have been considered for this design. � ." V F•'.•. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 18 : NO68.1 •: II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 16-5-7, Exterior(2E) 16-5-7 to 22-2-9, Exterior(21R) 22-2-9 to 27-10-7, Interior(1) 27-10-7 to 38-8-0 zone;C-C for members and forces & MWFRS for * *. �' = :• reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �p to the use of this truss component. i ST Of �'� "4) Provide adequate drainage to prevent water ponding. . . 0 (V - 5) All plates are 2x4 MT20 unless otherwise indicated. ♦♦.;<\ .Al ♦it` 0 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) `This has R. G�,�� SSA • • • • %' truss 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 fit between `` �j A will the bottom chord and any other members. �0N ,,���� 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 2 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify Joaqulfi Velez PE Nd.68182 capacity of bearing surface. MiTek USA',.Inc. FL Cert 6634 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) NkParke East'QIA Tampa FL 33610 2=922, 9=804. Date: 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 Mav 19,2021 sheetrock be applied directly to the bottom chord A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke Fast 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 3/1 WATERSTONE 2742552 qp7 T24045445 Hip 1 1 __] Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries; Inc. Wed May 19 18:10:53 2021 Pace 1 u.0Hurun4Uve9 r NKi sxoNemzyuULtd-N euaE6wfU4RYWOXy7Eo6pllZwnu39HAwTpiOdzEs10 1-4-0 7-1-0 8-8-0 13-3-1 18-5-7 20-2-9 25-4-15 30-0-0 31.7-0 38-8-0 0-0 1-4-0 7-1-0 1-7-0 4-7-1 5-2-6 1-9-2 5-2-6 4-7-1 1-7-0 7-1-0 1-40 6.00 F12 d 4x8 3.00 12 B-8-0 5x6 = 5x8 = 4x8 Scale = 1:71.2 v cs 21 14N 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 FBC2020ITP12014 CSI. TC 0.68 BC 0.80 WB 0.98 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d 0.66 13-14 >703 240 -0.88 13-14 >528 180 0.50 11 n/a n/a PLATES GRIP MT20 2441190 Weight:241 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-15 REACTIONS. (size) 2=0-8-0, 11=Mechanical Max Horz 2=408(LC11) Max Uplift 2=-920(LC 12), 11=920(LC 12) Max Grav 2=1503(LC 1). 11=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-4882/2791, 3-4=-4659/2679, 4-5=-4650/2750, 5-6=-2240/1461, 6-7=1955/1379, 7-8=-2230/1449, 8-9=-4654/2784, 9-10=-4664/2714, 10-11=488812825 BOT CHORD 2-17=2369/4620, 15-17=-1310/2745, 14-15=-741/1943, 13-14=-1354/2701, 11-13=-2433/4442 WEBS 3-17=258/293, 5-17=-1070/2159, 5-15=1105/806, 6-15=-478/793, 7-14=-444/767, 8-14=10461819, 8-13=-1094/2033, 10-13=-265/292, 7-15=-224/279 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. ,,��I - 1 . �/���I� 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 18-5-7, Exterior(2E) 18-5-7 to 20-2-9, Exterior(2R) 20-2-9 to 25-10-7, Interior(1) 25-10-7 to 40-0-0 ,.�`OPQU 11 N zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �- J C E�IV 3 S4. 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 No .6 $182 0 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ' *, 7) Refer to girder(s) for truss to truss connections. 8) Bearing �;. S O F • �U • �� at joint(s) 2 considers parallel to grain value using ANSI1TP1 1 angle to grain formula. Building designer should verify capacity of bearing �Oi • , �• P: •N ij, surface. 9) Provide mechanical connection ,O R� Q �� (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at=lb) •S �� 2=920, 11=920. 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum /DNA I����111i.lfll�, sheetrock be applied directly to the bottom chord. Joaquin.Velez PE N6.68182 MiTek USA, Inc. FL Cert 66M .6904:Parke East:Bivd. Tampa FL 33610 Date; May 19,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not�� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or cmembers only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p A1Tel�• MVf♦hord IC fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 qualify Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Parke 6904 Parke East Blvd. East Tampa, Job Truss Truss Type Qty Ply LOT 311 WATERSTONE T24045446 2742552 A09 Roof Special 9 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:10:54 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-rOv4oa7YQnCIAfzjWrll fOHSJK54ofnJ87ZGX3ZE51? ++ r1-4-0 6-1-14 8-8-0 13-1-12 19-4-0 25-64 3%0-0 , 32-6-2 38-8-0 AO-O- 12-6-2 4-5-12 6-2-4 4-5.12 2-6-2 6-1-14 1-4-0 5x6 = Scale = 1:70.4 4x8 11 axe 11 5xe ZZ 4x12 3.00 12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=425(LC 11) Max Uplift 2=920(LC 12), 10=920(LC 12) Max Grav 2=1723(LC 17), 10=1723(LC 18) 38-8-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.74 Vert(LL) 0.63 15-16 >741 240 MT20 2441190 BC 0.93 Vert(CT) -0.87 15-16 >531 180 WB 0.83 Horz(CT) 0.52 10 n/a n/a Matrix -AS Weight: 236 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5814/2847, 3-4=-555612678, 4-5=-5571/2794, 5-6=-2890/1679, 6-7=-2825/1672, 7-8=-5247/2783,8-9=-5238/2679,9-10=-5497/2858 BOT CHORD 2-16=2432/5647, 15-16=-1344/3401, 13-15=-696/2202, 12-13=1368/3026, 10-12=-246515029 WEBS 6-13=614/1320, 7-13=-1139/780, 7-12=1086/2370, 6-15=-610/1380, 5-15=1205/776, 5-16=1094/2569, 3-16=-275/281, 9-12=285/280 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Exterior(2R) 19-4-0 to 23-4-0, Interior(1) 23-4-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 2=920, 10=920. • 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,ttIlUIIfill, %% . PQv N V E<,��4* .: J� a✓ E IN No 68182. S T_r OF • IIt,. Joaquin Velez PE Nq.681.82 MiTek USA, Inc. FL Cert6634, 6904 Parke EastBlvd. Tampa FL 33610 Uafe May 19,2021 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TF11 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 2742552 Type ROOF SPECIAL Qty I Ply I LOT T24045447 ource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021VMiTek Industries, Inc. Wed May 19 18:10:55 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-JaTS?w7BB5K9npYv3YHGBEgfdkQlX5zTNnIpTVzEsI_ 19-8-0 1-4-0 6-1-14 8-&0 13-1-12 19-0.0 1 22-4.9 25-6.4 3.1 0 32-&2 38-&0 0-0.0 1-4-0 6-1-14 2-&2 4.5-12 5-10.4 0.4- 2•&9 3.1-11 4•&12 2-6.2 6-1-14 1.40 0-4-0 Scale = 1:73.2 6x8 - 6.00 F12 4x12 ::� 3.00 12 Sx8 4x8 // 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 0.58 BC 0.97 WB 0.84 Matrix -MS DEFL. in (loc) Well L/d Vert(LL) 0.57 12-13 >813 240 Vert(CT) -0.81 15-16 >576 180 Horz(CT) 0.49 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 235lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins. 1-4,8-11: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-422(LC 10) Max Uplift 2=-920(LC 12), 10=920(LC 12) Max Grav 2=1724(LC 17). 10=1724(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5837/2866, 3-4=-5578/2699, 4-5=-5587/2802, 5-6=-2894/1679, 6-7=-2828/1672, 7-8=-5262/2795, 8-9=-5259/2701, 9-10=5515/2878 BOT CHORD 2-16=2450/5660, 15-16=-1349/3403, 13-15=-704/2219, 12-13=1376/3029, 10-12=-2485/5047 WEBS 6-13=607/1300, 7-13=-11181778, 7-12=1094/2378, 6-15=-604/1359, 5-15=-1183/775, 5-16=1100/2578, 3-16=-261/265, 9-12=-272/265 NOTES- 1) Unbalanced live ,,,,QV I N roof loads have been considered for this design. v� QP "I 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. ♦♦ , `• �Ci E•N S �� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-40 to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Exterior(2R) 19-4-0 to 23-4-0, Interior(1) 23-4-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 S. No. 68182 plate grip DOL=1.60 *..� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0 S OF will fit between the bottom 0 •�,♦ chord and any other members, with BCDL = 10.0psf. .10 6) Bearing , Q.,4 r at joints) 2, 10 considers parallel to grain value using ANSIliPI 1 angle to grain formula. Building designer should verify capacity of bearing �j�``•.4 R 1 surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10'0 lb uplift at joint(s) except Qt=1b) s �'S�O N Ai `,��` 2=920, 10=920. 1 Joaljuin Velez PE No:68182 Mfl'ek'USA, Inc. FL Cert 6634. .8904:Parke Fast Blvd. Tampa FL 33610 �atli May 19,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with 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 OF parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIf quality Criteria, DSB-89 and BCS1 Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3/1 WATERSTONE T24045448 2742552 A11 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:10:57 2021 Page 1 ID:20VQZH In97x9G5M9NmJalQZ3Stx-GzbDQc9Riiatl7hlBzJkHfvxIX9U??Nmg5nwXOzEsHy r1-4-0, 6-11-13 8-8-0 12-3-11 17-0-0 21-8-0 26-45 30-0-0 38-8-0 AO-O-q l-4-0 6-11-13 1-8-3 3-7-11 4-8-5 4-8-0 4-8-5 3-7-11 8-8-0 1-4-0 Scale=1:73.2 5x8 = 6.00 12 5x6 = 4x8 ::: 4x8 3.00 F12 8-8-0 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 FBC2020/TP12014 CSI. TC 0.89 BC 0.83 WB 0.84 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (Iec) Vdefl Ud 0.57 14-15 >807 240 -0.76 14-15 >607 180 0.46 9 n/a n/a PLATES GRIP MT20 2441190 Weight: 228lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3,8-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=378(LC 11) Max Uplift 2=-920(LC 12), 9=-920(LC 12) Max Grav 2=1503(LC 1), 9=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4795/2773, 3-4=-4746/2972, 4-5=-2418/1596, 5-6=-2130/1527, 6-7=-2421/1609, 7-8=-4745/3003, B-9=-4794/2804 BOT CHORD 2-15=2328/4481, 14-15=-1476/2927, 12-14=-904/2127, 11-12=-1525/2892, 9-11=2389/4342 WEBS 3-15=3491405, 5-14=-435/856, 6-12=429/809, 8-11=355/405, 4-15=1170/2126, 4-14=1113/785, 7-12=-1041/791, 7-11=-1187/1979 NOTES- Unbalanced roof live en igustdVasd for =124m design. S `,tIIIII11111i�, QV I N 2) Wind: ASCE 7-16; Vu ta160mvh second TCDL=4.2 sf; BCDL=6.0 sf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. P( gust) P P P �5 ♦' P` Imo, II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(l) 2-8-0 to 17-0-0, Exterior(2E) �V ,,%G E N''•. �v 17-0-0 to 21-8-0; Exterior(2R) 21-8-0 to 27-3-14, Interior(1) 27-3-14 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 a No. 68182 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 .5 ST.� F .�� will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify i . /�•% -10 T � . � Q, .• _ �� N capacity of bearing surface. ;j '• F;, �.•• i� 8) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) except at=lb) �J#I >`, plate 2=920, 9=920. • 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE Nd.68182 Mffek USA, Inc. FL Cert 6634 ,6904 Parke East Blvd. Tampa FL 33610 Date: May 19,2021 ® 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3/1 WATERSTONE 2742552 Al2 Hip Truss 1 1 T24045449 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:10:58 2021 Page 1 Uawrarvmudiuzaarx-KaaDayHJ l ulxeHGUlggzpsS7GxSjkX8v31XT3gzEsHx 1-4-0 7-3-0 8-8-0 15-0-0 23-8-0 30-0-0 1-4-1 38-8-0 0-0 1-4-0 7-3-0 -4-14 6-4-0 8-8-0 6-4-0 -4-14 7-3-3 1-4-0 Scale = 1:73.2 6.00 12 5x6 = 3x4 = Sx6 = 256 26 7 27 5x8 :—� 3.00 F12 5x8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL DEFL. in (Icc) I/defl L/d PLATES GRIP 20.0 Plate Grip DOL 1.25 TC 0.81 TCDL 7.0 Lumber DOL 1.25 Vert(LL) 0.59 12-13 >786 240 MT20 244/190 BC 0.95 BCLL 0.0 Rep Stress Incr YES WB 0.55 Vert(CT) Horz(CT) -0.86 13-15 >542 180 0.52 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 225 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 8-13 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=337(LC 11) Max Uplift 2=-920(LC 12), 10=920(LC 12) Max Grav 2=1734(LC 17), 10=1733(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5729/2900, 3-4=-5560/2861, 4-5=-3218/1771, 5-6=-2814/1671, 6-7=-2722/1689, 7-8=-3064/1762, 8-9=5304/2891, 9-1O=5476/2932 BOT CHORD 2-16=2465/5463, 15-16=-2243/5079, 13-15=-1223/2936, 12-13=-2298/4600, 10-12=-2526/4972 WEBS 4-16=617/1604, 4-15=-2255/1208, 5-15=-485/1131, 7-13=-426/1106, 8-13=-2159/1233, 8-12=623/1508, 6-15=-320/221, 6-13=-284/198 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. t%J11111117)1i *0 Ij' 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2R) , 15-0-0 P(�V I N V to 20-7-14, Interior(1) 20-7-14 to 23-8-0, Exterior(2R) 23-8-0 to 29-3-14, Interior(1) 29-3-14 to 40-0-0 zone;C-C for members forces ,`�?, F J ,.. G•E�N'�' �� and & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �� •.•�\� S�•.� . 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. NO 68182 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) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �• =0 :� OF 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 at=lb) 2=920, 10=920. ''�, , . C Q.P ��`; s „ . R' �G�,�� 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. Joagatri.Velez PE'Nd,66162 MiTek-0SA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL W610 Date: May 19,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/IM020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DS8-e9 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East East Blvd. Tampa, FL 36610 Job Truss Truss Type Qly Ply LOT 311 WATERSTONE T24045450 2742552 A13 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:00 2021 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-gYGL2dBJ?dzRuaQts5sRuHXSMIAQC LUCX3Oa7jzEsHv r1-4-01 8-8-0 13-0-0 19-4-0 25-8-0 30-0-0 38-8-0 40-0-Q 1-4-0 8-8-0 4-4-0 6-4-0 6-4-0 4-411 B-8-0 1-4-0 d 4x8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 6.00 12 5x8 i 3.00 F12 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3,7-9: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=295(LC 10) Max Uplift 2=-920(LC 12), 8=-920(LC 12) Max Grav 2=1503(LC 1), 8=1503(LC 1) 22 2x4 II 235 24 25 5x8 4x8 Zz Scale=1:73.2 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.83 Vert(LL) 0.64 11 >722 240 MT20 244/190 BC 0.81 Vert(CT) -0.87 10-11 >535 180 WB 0.95 Horz(CT) 0.48 8 n/a n/a Matrix -AS Weight: 210 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4813/2822, 3-4=-4763/3042, 4-5=-3182/2048, 5-6=-3182/2048, 6-7=-4763/3074, 7-8=-481312854 BOT CHORD 2-13=2376/4397, 11-13=-136512733, 10-11 =-1 392/2733, 8-10=2438/4362 WEBS 3-13=376/481, 4-13=-1338/2243, 4-11=257/703, 5-11=374/409, 6-11=-256/703, 6-10=1357/2120.7-10=-379/481 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, interior(1) 18-7-14 to 25-8-0, Extedor(2R) 25-8-0 to 31-3-14, Interior(1) 31-3-14 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 17) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=920, 8=920. ,9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,,,�IIIIIIIff.I���I vOP4v IN .�� .�, �i No 681,82 .D : t _ 9 • ST OF i O <(/ .41 hL111J�1 Joaquin Velez PE Nti.66182 Mrrek USA; Inc.. FL Cert 6634. 6964 Parke East Blvd. Tampa FL 3361.0 Qafe; May 19,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I792020 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 passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast 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 3/1 WATERSTONE 2742552 A14 Hip Truss 1 1 T24045451 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Job Reference o tional 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:02 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-cwO6TJDaXFD97uaF_Ww icoDYsOgFg\ NVhCbzEsHt 1-4-0 B-8-0 11-0-0 19-4-0 27-8-0 30-0-0 38-8-0 0-0 1-4-0 8-8-0 2-4-0 8-4-0 8-4-0 2-4 0 8-8-0 1-4-0 6x8 = 7x8 = ')„e 11 4 22 23 5 24 25 a 6x8 = Scale = 1:71.7 4x8 3.00 F12 4x8 zZ 38-8-0 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 FBC2020/TPI2014 CSI. TC 0.87 BC 0.80 WB 0.90 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Lid 0.66 11 >703 240 -0.87 10-11 >536 180 0.47 8 n/a n/a PLATES GRIP MT20 2441190 Weight: 220lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied. 4-5,5-6: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-254(LC 10) Max Uplift 2=920(LC 12), 8=-920(LC 12) Max Grav 2=1503(LC 1), 8=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4822/2804, 3-4=-4756/3053, 4-5=-4211/2614, 5-6=-4211/2614,6-7=-4756/3084, 7-8=-4822/2836 BOT CHORD 2-13=2354/4369, 11-13=-1670/3243, 10-11=-1692/3243, 8-10=-2415/4369 WEBS 3-13=325/480, 4-13=-1172/1881, 4-11=579/1199, 5-11=-555/580, 6-11=-578/1199, 6-10=1188/1785, 7-10=-331/479 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R) 0 V I�, �% - CLU IN � 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 27-8-0, Exterior(21R) 27-8-0 to 33-3-14, Interior(1) 33-3-14 to 40-0-0 zone;C-C'for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 �• F' \ C'•E•N S' •, .0 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. NO 68182 * 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing • atjoint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. :� S F 8) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at hints except t-Ib 2=920, 8=920. g P 1 O P G- ) ,� �n•�'C P'�• ` �i�``s '•, .� R;• G\,�� 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ito Joaquin.Uelez PE N6'.68182 M[Tek'USA, Inc. FL Cert 66M 6904!Parke East Blvd. Tampa FL 33610 Dkd Mav 19.2021 ®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 ue a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS111 Pli Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 311 WATERSTONE T24045452 2742552 A15 Hip Truss 1 1 Job Reference (optional) Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:03 2021 Page 1 ID:20VQZHIn97x9G5M9NmJaIQz3Stx-47yUhfDCIYLO129SXEQ8Ww9 ?yAzPIseD1EEk1zEsHs r1-4-Q 6-2-7 9-0-0 NOW 22-9-5 29-8-0 32-5-9 38-8-0 AO-O-Q 1 4-0 6 2-7 2-9-9 6-10-11 6-10-11 6 10-11 2-9-9 6-2-7 1 4-0 7x8 = 6.00 12 44 = 26 27 5 28 4x6 = 3x8 3.00 F12 6-2-7 8-8-0 15-10-11 , LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-6,6-7: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 2-16,9-12:2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=212(LC 11) Max Uplift 2=920(LC 12), 9=-920(LC 12) Max Grav 2=1503(LC 1), 9=1503(LC 1) Scale=1:71.7 7x8 = 7x8 = 6 29 30 31 7 3x4 8 c? 0 ST1.5x8 STP = cL 32 33 13 12 d 11 910 � N 1xl2 = 7x8 = 2x4 I I IT 3x8 CSI. DEFL., in (loc) I/defl Ud PLATES GRIP TC 0.81 Vert(LL) 0.99 13-15 >468 240 MT20 244/190 BC 0.95 Vert(CT) -1.24 13-15 >374 180 WB 0.71 Horz(CT) 0.62 9 n/a n/a Matrix -AS Weight: 220 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 7-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4653/2760, 3-4=-4575/2722, 4-5=-5609/3407, 5-6=-5605/3369, 6-7=-5607/3372, 7-8=-4575/2746, 8-9=-4653/2788 BOT CHORD 2-17=2340/4185, 16-17=-2357/4223, 15-16=-2061/3939, 13-15=-3060/5607, 12-13=-2080/3939, 11-12=2415/4223, 9-11=-2397/4185 WEBS 4-16=628/1192, 4-15=-1061/1874, 5-15=-462/436, 6-13=-422/445, 7-13=-1051/1871, 7-12=642/1182 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 29-8-0, Exterior(2R) 29-8-0 to 35-3-14, Interior(1) 35-3-14 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=920, 9=920. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. lllfjj�I't %,,J�PaG .�� ate\ SF.• �� i No .68182, r � a. ST. OF '41 R Ak- 1111,_ Joaquin Velez PE Nd.68182 MiTek'USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Dater May 19,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Truss Type Qty I Ply I LOT 3/1 2742552 1 A16 HIP TRUSS T24045453 ' 1 3 Builders FirstSource (Plant City FL) Plant City, FL 33567, Job Reference (optional) 8.430 s Apr 20 2021 MrTek Industries, Inc. Wed May 19 18:11:04 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-ZJWsu?Eg3sTtNCke5xxN37iDdMbD8DtoRh oGUzEsHr -14 0 5-4-10 7-0-0 13.3-0 33-5.7 19-4-0 25.5-0 31-3-8 31 -0 38-8-0 1-40 5-4-10 6-3-0 6.1-0 6-1-0 5-10-8 0-4-8 9 1-40 1 9 7 Scale = 1:71.5 6x8 = M O ST1.5x8 STP = 3.00 12 7-4-8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x6 SP No.2 *Except* 7-10: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 13-15,11-13: 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 9=0-8-0 Max Horz 1=166(1_(36) Max Uplift 1=-1998(LC 8), 9=-2128(LC 8) Max Grav 1=3502(LC 13), 9=3557(LC 14) 6.00 F12 7x8 = 4x4 = 7x8 = 2x4 :Z: 3 4 16 5 617 1A 10x12 _-2x4 � ST1.5x8 STP = 5x6 CSI. DEFL, in (]cc) Udefl Ud PLATES GRIP TC , 0.56 Vert(LL) 1.08 13 >418 240 MT20 244/190 BC 0.56 Vert(CT) -1.12 13 >405 180 WB 0.66 Horz(CT) 0.42 9 fire n/a Matrix-S Weight: 746 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-8 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12383/6993, 2-3=-13154/7412, 3-4=-17854/10336, 4-5=17854/10336, 5-6=-20317/11838, 6-7=-18136/10550, 7-8=-12893/7285, 8-9=12540/7085 BOT CHORD 1-15=6230/11414, 14-15=6898/12826, 13-14=11601/20405, 12-13=10387/18313, 11-12=-6742/12418, 9-11=6330/11484 WEBS 3-15=1816/3712, 4-14=-748/793, 5-13=166/394, 6-13=-1263/2159, 6-12=1554/1266, 7-11=1852/3766,2-15=-737/1358,8-11=-455/868,3-14=-3275/5431,5-14=2719/1600, 7-12=3659/6007 NOTES- 1) 3-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x4 - 1 row at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x8 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=5ft; Cat. Il; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing atjoint(s) 1, 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 (jt=lb) 1=1998, 9=2128. ,,,,�11111111'/I��I ���oPQviiv. vF� 'f.,: N.0 681'82 ►'U .� S OF ��U: 0 ': IE��`' Joaquln Velez PE Nt%68182 MITek'USA; Inc. FL Cert 8634. ,6964 Pazke EasOlvd. Tampa FL 33610 Date- Od Wilidd fEp end with 7-0-0 end setback. ivwy I a,000I A WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not e a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall rary and permanent bracing building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional tempo 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!/7Pi1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3/1 WATERSTONE T24045453 2742552 A16 HIP TRUSS 1 q J Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:05 2021 Page 2 ID:20VQZH In97x9G5M9NmJalQZ3Stx-1 V4ESLFSgAbk_MJgffScbLEONmxStg7xgLjLpwzEsHq NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at 31-8-0, and 802 lb down and 391 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-112(F=-58), 7-10=-54, 1-19=-20, 15-19=42(1`=-22), 11-15=-42(F=-22), 11-20=-42(F=-22), 9-20=20 Concentrated Loads (lb) Vert: 19=475(F) 20=475(F) A WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Truss Truss Ply I LOT 3/1 2742552 IB01 p IHi Girder T24045454 1 1 Builders FirstSource (Plant City FL) Plant Clty FL 33567, Job Reference (optional) 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:06 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-ViddJhG4bTjbcVu1 DMzr8YnckAJdcG04v?TuLMzEsHp _1'4_0 5-0-0 7 8-0 1-4-0 5_0-0 12-8-0 14-0-0 2-e-0 5-0-0 1-4-0 Scale = 1:25.0 4x4 = 4x4 = 3X4 3x4 = u u u 7-8-0 1 - 8-0 2-8-0 5--0--00 LOADING (psi) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.33 DEFL. in (loc) Udefl Ud Vert(LL) 0.06 8-11 >999 PLATES GRIP TCDL 7.0 BCLL 0.0 Lumber DOL 1.25 BC 0.44 240 Vert(CT) -0.08 8-11 >999 180 MT20 244/190 BCDL 10.0 Rep Stress Incr NO Code FBC2020ITP12014 WB 0.11 Matrix -MS Horz(CT) 0.02 5 n/a n/a Weight: 51 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=131(LC 7) Max Uplift 2=-516(LC 8), 5=-516(LC 8) Max Grav 2=836(LC 1), 5=836(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1335/657, 3-4=-1157/640, 4-5=-1335/657 BOT CHORD 2-8=-487/1145, 7-8=-479/1157, 5-7=-483/1145 WEBS 3-8=0/290, 4-7=0/290 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 floss has been % QV N P..;.::,.. 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 �� � ` ♦♦ E N chord and an other members. 7) G Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) • 2=516, 5=516. No 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 lb down and 334 lb up at .6818.2 >Ar ; *. 5.0-0, and 61 lb down and 146 lb up at 6-4-0, and 195 lb down and 334 lb up at 7-8-0 on top chord, and 116 lb down at 5-0-0, and = 47 lb dawn at 6-4-0, and 116 Ib down at 7-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). i 0 '. S OF �41J '♦�j LOAD CASE(S) Standard Q Q:�• ��` 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 �� Uniform Loads (plfj Vert: 1-3=-54, 3-4=54, 4-6=-54, 9-12=-20 ������ Concentrated Loads (lb) Vert: 3=-148(F) 4=-148(F) 8=98(F) 7=-98(F) 15=61(F) 16=-38(F) Joaquin Velez PE Nq.681,82 MUM USA; Inc: FL :6904:Parke East Blvd. Tampa FL 33610 Da(e: Mav 19.2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall 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 ANSUTPII quality Criteria, DSB-89and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply LOT 311 WATERSTONE T24045455 2742552 B02 Common 2 1 Job Reference 0 tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:06 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-ViddJhG4bTjbcVul DMzreYnY6AIbcG34v?TuLMzEsHp 1 4 0 6-4-0 12-8-0 _ _ _ _ 14-0-0 1 4-0 6-4-0 6-4-0 1 4-0 Scale = 1:24.7 4x8 = Im 0 3x4 = 3x4 = 6-4-0 12-8-0 6-4-0 6-4-0 Plate Offsets (X,Y)-- [2:0-1-4,0-0-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.08 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.08 6-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 49lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Harz 2=-158(LC 10) Max Uplift 2=-378(LC 12), 4=-378(LC 12) Max Grav 2=541(LC 1). 4=541(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-656/817, 3-4=656/818 BOT CHORD 2-6=-456/532, 4-6=456/532 WEBS 3-6=-44/282 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=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 6-4-0, Comer(3R) 6-4-0 to 10-4-0, Exterior(2N) 10-4-0 to 14-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,��� ,��� vIN V Q.Q • �� • to the use of this truss component.�'.•' live loads. SF•'.� �i. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other %` �� 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide NO 68182' •:"� will fit between the bottom chord and any other members. 6) Provide truss to bearing 100 lb * :• mechanical connection (by others) of plate capable of withstanding uplift at joint(s) except Qt=lb) 2=378, 4=378. 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'p. sheetrock be applied directly to the bottom chord. .?� '. ST OF 411 ,XN• nn Joaquin' Velez PE No.68182 MtTek'USA, Inc. FL Cent 6634 6904:Parke East Blvd. Tampa, FL 33610 Date: May 19,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with 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 ANSffFl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3/1 WATERSTONE 2742552 B04 Common g 1 T24045456 Builders FirstSource (Plant City. FLl plant , p1 _ R �SF7 Job Reference optional) - - o. u s Apr 20 202 i MI I eK maustnes, Inc. Wed May 1918:11:07 2021 Page 1 0 6-4-0 1'4ID:20V QZHln97x9G5M9NmJalQz3Stx-zuB?W1 HiMnrSEfSDm3U4hlKj 1 Ze2LjNEBfCSIpzEs Ho _' 1-4 0 6-4-0 12-4-0 6.0-0 5x6 = 3x4 = 6-4-0 6-4-0 Plate Offsets (X Y)-- 14:0-0-0 0-1-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.08 5-11 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.09 5-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=0-4-0, 2=0-8-0 Max Horz 2=148(LC 11) Max Uplift 4=250(LC 12), 2=-378(LC 12) Max Grav 4=452(LC 1), 2=532(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-630/694, 34=634/724 BOT CHORD 2-5=485/508, 4-5=485/508 WEBS 3-5=-23/270 Scale: 12"=1' 4x4 = PLATES GRIP MT20 244/190 Weight: 46 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-4-0, Exterior(2R) 6-4-0 to 10-4-0, Interior(1) 10-4-0 to 12-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=250, 2=378. 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. ® 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design, parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSB-99 and BCS/ Building. Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Quini 1VF�'�.,,. ,�.` J •.��.G E NS�•F� 0.. i No 68.182 ST. OF ��4l Off. •,� � Joaquln Velez PE N6.68182 MITek USA„lmz FL dirt 66A ,69d4;Parke EastBlvd. Tampa FL 33610 date: May 19,2021 lot MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 311 WATERSTONE T24045457 2742552 C1 Jack -Open 11 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:08 2021 Page 1 I D:20VQZHln97x9G5M9NmJalQz3Stx-R41NkMHK75zJrpl PKn?JDzsxLz5_4BENMJy?PFzEsHn -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 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 FBC2020ITP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins. 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=91(LC 12) Max Uplift 3=-3(LC 1), 2=227(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1). 4=51(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 at=lb) 2=227. its 11111IIti. I N F<llee 0 F' No.68182 O : S OF '40 OWL 00 �►Lllnlll� Joaquin.Velez PE N6.68182 MI7ek'USA, Inc. FL 66rt 66M. 6904'Parke East Blvd. Tampa FL 33610 Date: May 19,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS17rP11 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 ..0 I russ1B JACK -OPEN 1 Truss Type Qty 2742552 CPly LOT 3/1 WATERSTONE T24045458 2 Job Reference foDtionall Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:09 2021 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-vGJlxilzuO5ATzcbuUXYmAP75NRSpeUXbzhYyhzEsHm -1-4-0 i 0-11-4 1-4-0 0-11:4 Scale = 1:7.6 Plate Offsets (X,Y)-- [2:0-1-4 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 PLATES GRIP TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-6-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=3(1_C 1), 2=227(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES. 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and farces & 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 for truss to er(s) ss connections. 6) Provide ub IN merchanical connection others) of truss to bearinglate capable ofwithstanding 100 lb uplift at hints 3, 4 except t-Ib (Y ) P P 9 P 1 O P (j -) �QV P•• 2=227. ,� AV No 68182 �=0. • Sl'. OF ICJ: At- �hr11-11.1�� Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Bert 6634. 6904,Parke East Blvd. Tampa FL 33610 Date: May 19,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with 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 Incorporate this design Into properly the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 311 WATERSTONE T24045459 2742552 GIG JACK -OPEN 2 1 Job Reference o tional Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:09 2021 Page 1 I D:hKY1 ep9FiDwfFyJCybTuLLyv92?-vGJlxilzuO5ATzcbuUXYmAP75NOBpeUXbzhYyhzEsHm -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 0-9-8 p-11-0, as-e 1-1 Plate Offsets (X,Y)-- [2:0-4-12,0-0-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Harz 2=91(LC 12) Max Uplift 3=74(LC 1), 2=-449(LC 12), 4=99(LC 1) Max Grav 3=125(LC 12), 2=313(LC 1), 4=172(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live -load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. truss to Refer to girder(s) ss connections. rconnection ub ,,�111'I QV IN V '4, ���. 6) Provide mechanical othe s) of truss to bearing late capable of withstanding 100 lb uplift at'oint s 3, 4 except Ib (Y ) 9 P P 9 P J O P (Jt= ) �0'* �% �Q� I� No 68182 OF ft 0% lisit Joaquin Velez PE Nd.68182 MITek USA, Inc. FL Cert 6634. 69U4 Parke East Blvd. Tampa FL 33610 Date:' May 19,2021 -- ® WARNING - Ved(y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is form individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 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, MO 20601 Tampa, FL 36610 Job Ply I LOT 3/1 C1P I JACK -OPEN T24045460 Builders FirstSource Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:10 2021 Page 1 ID:oHYiRCdpcl quXgUg67iPJRzdjtT-NTt792JbfiD 157BoSC2nIOyHrnmUY5kggdR6U8zEsHl -1-4-0 0-11-4 1-4-0 0-11A LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip,DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress [nor YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=6(LC 9), 2=246(1_C 12), 4=-23(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1). 4=37(LC 12) Scale = 1:7.6 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.32 Vert(LL) 0.00 5 >999 240 MT20 244/190 BC 0.06 Vert(CT) 0.00 5 >999 180 WB 0.00 Horz(CT) 0.00 4 n/a n/a Matrix -MP Weight: 5lb 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. 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=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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=246. 0119.111,11 MIN V i ?.- E� 7j%. %E N No 68182 ��•' S OF ; ZU ..c • �: Joaquin Velez PE N6.68182 MiTek l)SN, Inc. FL Gert 66A. .6964:Parke East Blvd. Tampa FL 33610 Date. May 19,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. • Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TF11 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 311 WATERSTONE T24045461 2742552 cis JACK -OPEN 1 1 Jab Reference c tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:11 2021 Page 1 ID:mMq 1 pKnMQsfOZioRm ROHYCzM W VQ-rfRWMOKDPOLuiHm_?vZOrbUXRB6PHYzg2HAfOazEsHk 0-11-4 0-11-4 V m 0 N O 2x4 = Scale = 1:6.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Verl(LL) -0.00 6 >999 240 MT20 244/190 TCDL ' 7.0 Lumber DOL 1.25 BC 0.02 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 FBC2020ITP12014 Matrix -MP 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=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=29(LC 12) Max Uplift 1=11(LC 12), 2=-20(LC 12), 3=8(LC 12) Max Grav 1=35(LC 17),2=22(LC 17).3=17(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to for truss to truss connections. ,t� 11.1111 f /�f ll �I� girder(s) 6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. O� U N VF�� plate ,�1 ,OP.� • N0...,6 8.2 •' OF s 4U: 00,O Joaquin.Velez PE N6.6$182 Mlrek USA; Inc. FL Ceft 6634, 6904 Parke East Blvd. Tampa FL M610 Date: May 19,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev..5/192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Truss Type Qty I Ply I LOT C1V Jack -Open Truss - 33567, T24045462 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11.12 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-Kr7uZkKrAJTkKQLAZd4FOpldLaSwO_DzHxwDYOzEsHj 1-4-0 ' 0-11-4 Scale = 1:7.6 acW n,1 - G:u-u-la,Ca a LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCDL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 TC 0.32 Vert(LL) 0.00 7 >999 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES BC 0.06 WS 0.00 Vert(CT) Horz(CT) 0.00 0.00 7 2 >999 n/a 180 nla BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-4(LC 9), 2=211(LC 12), 4=-14(LC 1) Max Grav 3=18(LC 12), 2=158(LC 1), 4=41(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=1b) 2=211. , oU I NGEN J No 68182 O' S OF : "4J Joaquin.Velez PE Nd.68182 MiTek USA, Inc: FL Gett 66M 6904 Parke East Blvd. Tampa FL 33610 Date: May 19,2021 ®WARNING -Verify design,parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTeke connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf quality Criteria, DSB-89 and BCS/ Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply LOT 311 WATERSTONE T24045463 2742552 C3 Jack -Open 11 1 Jab Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:12 2021 Page 1 I D:20VQZHln97x9G5M9NmJalQz3Stx-KftuZkKrAJTkKQLAZd4FOp1 dLaRwO_DzHxwDYOzEsHj -1-4-0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 2-11-4 2-11-4 Plate Offsets (X,Y)-- [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 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 Cade FBC2020/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-62(LC 12), 2=-183(LC 12) Max Grav 3=70(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 capable of withstanding 100 lb 3 j plate uplift at joint(s) except (jt=lb) GE N S �� Np 68182 D �• :Ir z- -S OF 40 Joaquili Velez PE Nd:66182 MiTek USA, tnc: FL Lett 6634 6904;Parke East Blvd. Tampa FL 33610 Dater May 19,2021 ®WARNING - Wrify 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 MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 I cuss Truss Type City Ply LOT 3/1 WATERSTONE 2742552 C3P JJACK-OPEN q 1 T24045464 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:13 2021 Pagel ID:oHYiRCdpcl quXgUg6?iPJRzdjtTo2ZGn4LTxdbbyawN7KbUwOao5 ILIRT6Wbfm5SzEsHi -1-4-0 2-114 1-4-0 2-11-4 Scale = 1:12.7 Plate Offsets (X,Y)-- [2:0-0-4,0-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.02 4-7 >999 240 PLATES GRIP TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.02 4-7 >999 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 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=0-4-0, 4=Mechanical Max Harz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17). 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 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=25ft; 8=45ft; L=40ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 for truss �. girder(s) to truss connections, 6) Provide mechanical connection (by others) of truss to bearing plate capable of 100 lb , withstanding uplift at joint(s) 3, 4 except rt=lb) 2=245. ♦♦� P.C1v No 68182 OF Joaquln.Velez PE N6.66182 MiTek USA, Inc. FLCert 6634. 6904:10arke East Blvd. Tampa FL 336,10 D'afer May 19,2021 ® 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 onlywith MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to MiTek 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/i Quality Criteria, DSB-89 and BCS/ Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. 3Fast Tampa, Job Truss Truss Type Qty Ply LOT 311 WATERSTONE T24045465 2742552 C3S JACK -OPEN 1 1 Job Reference o lional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2x4 = 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:14 2021 Page 1 ID:mMgl pKnMQsfOZioRm ROHYCzM W VQ-GE6e_QM5ixkSZkVZh 16jTE60105LUujGIFPJdvzEsHh 11-4 11-4 2-11-4 2-11-4 Scale: 1'=1' Plate Offsets (X,Y)-- [1:Edge,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MP Weight: 9lb 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) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Harz 1=89(LC 12) Max Uplift 1=-36(LC 12), 2=-77(LC 12), 3=-6(LC 12) Max Grav 1=108(LC 17), 2=78(LC 17), 3=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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 tali by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to for truss to truss connections. girder(s) 6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. ��F �I�, plate ,,��. OP.Q'; • % No 68182 :�' ST OF .'� Joaquln Velez PE N6.68182 MiTek USA; Inc. FL Cert 6634. 6904:Patlie East:Blvd.' Tampa FL 33610 Dates. May 19,2021 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 ray. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSIITPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available ham Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 C3V Truss Jack -Open Truss Ply T24045466 FirstSource (Plant City, FL), Plant City, FL - 33567, 8a2i o monal .430 s Apr 20 2021 M iTek ek Industries, Inc. Wed May 19 18:11:14 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-GE6e_QM5ixkSZkVZhl6jTE6zg07MUuj GIFPJdvzEsHh 1 4 0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 G.V-U-IU,CU e LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.32 BC 0.13 Vert(LL) 0.01 Vert(CT) -0.01 4-7 >999 240 4-7 >999 180 MT20 244/190 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 BOT CHORD 2x4 SP No.2 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. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=67(LC 12), 2=174(LC 12) Max Grav 3=72(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Camp./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=25ft; B=45ft; L=40ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. V 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSUTPI 1 angle.to grain formula. Building designer should verify ,�% . , , NF I� capacity of bearing surface. , 0 •�� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (Jt=1b �, , •� C' EN S �� 2=174. ) `� V �•�• i RO 68182 oo Ot. S OF W: doaquin.Velez PE No.66182 Miiek'USA;;Inc. FL Urt'6634 .8900arke East Blvd. Tampa FL 33610 Dafe Mav 19.2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not Of ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and-BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply LOT 3/1 WATERSTONE T24045467 2742552 C5 Jack -Open 7 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33b67, ti.43U s Apr ZU ZUZ1 MI I eK Inaustnes, Inc. Wea May 1`d 10:11:10ZUZI rage 1 ID:20VQZH In97x9G5M9NmJaiQZ3Stx-kQgOCm NjTEsJBu4lEley?Rf5OoOkDLzPzv8t9LzEsHg -4 -0 4-114 - 4-11-4 3x4 = 4-114 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.06 4-7 >943 240 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.06 4-7 >913 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:17.6 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 an 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=128, 2=196. 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. l l III l l l hi rj, No 68182. ��i0,� • 't�� O R , O.P, ••\_, %_. ��is�0 fV Q� Joaquin Velez K No.68182 M(Tek'USA, Inc. FL Cert 6634 6964Rarke East Blvd. Tampa FL 33610 Date: May 19,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSUTF11 Duality 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 Type Ply I LOT 3/1 JOD Truss 2742552 1C5P (Plant City, (Jack -Open 4 T24045468 1 Plant Clty, FL 33567 Job Reference (optional) 8.430 s Apr 20 2021 MiTek Industries, Inc. We May 19 18:11:16 2021 Pagel ID:OHYiRCdpclquXgUg6?iPJRzdjtT-CdEOP50MEY Ap2eyoS9BYfCCjCdkyoDZCYuQinzEsHf -1-4-0 4-11� 1-4 0 4-114 Scale = 1:17.6 4-11-4 Plate Offsets (X Y)-- [2:0-0-12 Ed e) 4-114 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.81 DEFL. in (loc) I/defl L/d Vert(LL) 0.18 4-7 PLATES GRIP TCDL 7.0 BCLL 0.0 Lumber DOL 1.25 Rep Stress Incr YES BC 0.84 >322 240 Vert(CT) 0.17 4-7 >354 180 MT20 244/190 BCDL 10.0 Code FBC2020/TP12014 WB 0.00 Matrix -AS Horz(CT) -0.01 3 n/a n/a Weight: 18 lb FT = 20% LUMBER- TOP CHORD BRACING- 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=0-4-0, 4=Mechanical Max Harz 2=214(LC 12) Max Uplift 3=145(LC 12), 2=-300(LC 12), 4=81(LC 12) Max Grav 3=120(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 toad 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. Llllll 6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at'oint s 4 except 3=145, 2=300. g P 1 O P Qt=lb) ,, P QV N ',ICI `1411 �.` J .• �.G E•IV 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. �� '� No 68182 S T' O F Joaquin Velez i'E Nd:66182 Mfrek USA; Inc. FL C6rt 6634 6964:Pike East Blvd. Tampa FL 33610 Date: May 19,2021 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use any with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not truss a system. Before use, the building designer must verity 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/orchard members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and damage. MiTek property For general guidance regarding thefabrica see . d Quality Criteria, OSB-89 and BCS/ Building Component SafetylInformal on ion, storage, daviailable from erecti Truss Plate Institute, 2670 Crain Hion and bracing of trusses and truss ghway, Suite 6904 Parke 203 Walstems, MD 2060j East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 311 WATERSTONE T24045469 2742552 C5S JACK -OPEN 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 3x4 = 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:16 2021 Page 1 ID:mMglpKnMQsfOZioRmROHYCzMWVQ-CdEOP50MEY Ap2eyoS9BYfCF?CiHyoDZCYuQinzEsHf 4-11-4 4-11-4 4-11.4 Scale = 1:16.9 Plate Offsets (X,Y)-- [1:0-1-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.08 3-6 >749 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.06 3-6 >958 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a file BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 16 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) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=151(LC 12) Max Uplift 1=63(LC 12). 2=138(LC 12), 3=-3(LC 12) Max Grav 1=184(LC 17), 2=137(LC 17), 3=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 for truss to truss connections. girder(s) 6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 Ito uplift at joint(s) 1, 3 except (jt=lb) N .%% plate -OP.Q ; 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 ♦ .' �. �•'•�. i sheetrock be applied directly to the bottom chord. NO, 68182 9' S T OF ICI O 1 V�'SS�O Joaquin Velez PE Nd.68182 MiTek USA, Inc. FL Celt IBM 6904 Parke East Blvd: Tampa FL 33610 Date: May 19,2021 ® 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 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 C5V Truss Jack -Open Truss Ply T24045470 Builders LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 (Plant City, Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc, Wed May 19 18:11:17 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-gpondRO_7s61QCD8MAgQ4skQtb2WhFSiRCd EEzEsHe 4-11-4 — W4-11-4 3x4 Scale = 1:17.6 rO- i a,CageJ SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.07 4-7 >853 240 MT20 244/190 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.07 4-7 >881 180 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a Code FBC2020/TPI2014 Matrix -AS Weight: 18 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=214(LC 12) Max Uplift 3=-133(LC 12), 2=-189(LC 12) Max Grav 3=134(LC 17). 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; VDIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=133, 2=189. 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. ,`,,1►111111/l1., I & N No 68182 O F .: 'ssO N AI-E -` �, If110all Joaqulfi Velez PE N6.68182 MiTek USA; Inc. FL 6ert 6634, 6904:Parke EastBlvd. Tampa FL 33610 Date: May 19,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not OFa 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 oftrusses and trusssystems, see ANS11Tp11 Quality Cdterla, DSB-99 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 311 WATERSTONE T24045471 2742552 D01 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:19 2021 Page 1 I D:mMg1 pKnM QSfOZIORmROHYCZM W VQ-cCwX17Q EXTMIgVN WTbiuAHpkxPe89yN?u Wo416zEsHc 7-0-0 13-6-0 20-0-0 27-0-0 28-4-0 1-4-0 7-0-0 6-6-0 6-6-0 7-0-0 1-4-0 ST1.5x 2 NAILED Special NAILED 5x8 = Special NAILED NAILED 3x6 II NAILED NAILED 5x8 = 3 17 18 194 20 21 22 5 Scale = 1:49.2 5x8 STP = 6 oI1n n no 0111 T on n n n n 7 10 23 24 25 9 26 27 28 8 3x8 = 2x4 II NAILED NAILED 5x8 — NAILED NAILED 2x4 II 3x8 — Special NAILED Special NAILED 8 b.UU 112 STP = ST1. 13-6-0 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.35 9 >936 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.42 8-9 >778 180 BCLL 0.0 Rep Stress Incr NO WB 0.87 HOrz(CT) 0.13 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 123 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or4-3-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Harz 2=172(LC 7) Max Uplift 2=-1396(LC 8), 6=-1396(LC 8) Max Grav 2=2139(LC 1), 6=2139(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4125/2540, 3-4=-4777/3083, 4-5=-4777/3083, 5-6=-4125/2540 BOT CHORD 2-10=2077/3683, 9-10=-2080/3709, 8-9=-2080/3643, 6-8=-2077/3618 WEBS 3-10=66/726, 3-9=879/1374, 4-9=-899/996, 5-9=-879/1374, 5-8=-66/726 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specificto the use of this truss component. , Qv I N 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. E•(y 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 S� 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) No g81'$2 2=1396, 6=1396. 8) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. = 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 314 lb down and 407 lb up at 7-0-0, and 314 lb down and 407 lb up at 20-0-0 on top chord, and 397 lb down and 170 lb up at 7-0-0, and 397 lb down and 170 lb S OF •441 up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 0 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). i LOAD CASE() Standard S 0 R'. Q •'�\�� ��� I� S� 1) Dead + Roof Live (balanced): Lumber Increase=1%� .25, Plate lncrease=1.25 �I�,,Q N A Illy`` Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20 Joaquln Velez PE 146.68182 MrekUSA, Inc. FL Cert 6634. .6904'Parke East Blvd. Tampa FL 33610 Date: Mav 19,2021 Continued on Daae 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/1 M020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and 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 13-6-0 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.35 9 >936 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.42 8-9 >778 180 BCLL 0.0 Rep Stress Incr NO WB 0.87 HOrz(CT) 0.13 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 123 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or4-3-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Harz 2=172(LC 7) Max Uplift 2=-1396(LC 8), 6=-1396(LC 8) Max Grav 2=2139(LC 1), 6=2139(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4125/2540, 3-4=-4777/3083, 4-5=-4777/3083, 5-6=-4125/2540 BOT CHORD 2-10=2077/3683, 9-10=-2080/3709, 8-9=-2080/3643, 6-8=-2077/3618 WEBS 3-10=66/726, 3-9=879/1374, 4-9=-899/996, 5-9=-879/1374, 5-8=-66/726 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specificto the use of this truss component. , Qv I N 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. E•(y 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 S� 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) No g81'$2 2=1396, 6=1396. 8) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. = 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 314 lb down and 407 lb up at 7-0-0, and 314 lb down and 407 lb up at 20-0-0 on top chord, and 397 lb down and 170 lb up at 7-0-0, and 397 lb down and 170 lb S OF •441 up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 0 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). i LOAD CASE() Standard S 0 R'. Q •'�\�� ��� I� S� 1) Dead + Roof Live (balanced): Lumber Increase=1%� .25, Plate lncrease=1.25 �I�,,Q N A Illy`` Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20 Joaquln Velez PE 146.68182 MrekUSA, Inc. FL Cert 6634. .6904'Parke East Blvd. Tampa FL 33610 Date: Mav 19,2021 Continued on Daae 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/1 M020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and 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 Continued on Daae 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/1 M020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and 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 �Refe 2742552 D01 Hip Girder 1 T24045471 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:19 2021 Page 2 ID:mMgl pKnMQsfOZioRmROHYCzM W VQ-cCwX17QEXTMIgVN WibiuAHpkxPe89yN?uW6416zEsHc LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-149(F) 5=-149(F) 10=-392(F) 8=392(F) 17=-117(F) 18=-117(F) 19=-117(F) 20=117(F) 21=117(F) 22=-117(F) 23=-59(F) 24=59(F) 25=59(1`) 26=-59(F) 27=-59(F) 28=-59(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the NO* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Qually Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waltlorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 311 WATERSTONE T24045472 2742552 D02 Hip 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:21 2021 Page 1 ID:mMgl pKnM QsfOZioRmROHYCzM W VQ-Zal HSpRU34cTvpXvbOkMFivBgDLtdO71MgbB N?zEsHa 1 4 0 6-3-6 9-0-0 13-6-0 18-0-0 20-8-10 27-0-0 6-3-6 2-8-10 " 4-6-0 4-6-0 2-8-10 6-3-6 Scale = 1:49.0 4x4 = 3x4 = 20 21 5 22 4x4 = 4x4 = 3x8 = 3x4 = 3x8 = 4x4 = 9-0-0 18-0-0 27-0-0 9-0-0 9-0-0 9-0-0 Plate Offsets (X,Y)-- [2:0-1-0,Edge), [8:0-1-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.17 9-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.31 9-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 128 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 2=0-8-0 Max Harz 2=207(LC 11) Max Uplift 8=-559(LC 12), 2=-680(LC 12) Max Grav 8=997(LC 1), 2=1073(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1755/1198, 3-4=-1550/1098, 4-5=-1353/1020, 5-6=-1358/1013, 6-7=-1556/1101, 7-8=-1764/1195 BOT CHORD 2-11=967/1533, 9-11=-865/1488, 8-9=-957/1544 WEBS 3-11=338/382, 4-11=-336/536, 5-11=-278/242, 5-9=-274/227, 6-9=337/542, 7-9=-349/392 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) to 14-7-14, nt rio (1) 14-7-014 to 18 0-0, ERS x erior(2R)al) and18-0 0 to 23-(-14 Inte ior(0 toB) 23-7Interior(l) 4to 27)0-0 zone;C C for membersa d0.D , Q.Q� �,N �� �j forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ��� ,0' G'E N S •• F••.�. �i 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� :'•'V� to the use of this truss component. No 68 1 82 4) Provide adequate drainage to prevent water ponding. 5) has been designed for 10.0 bottom live load *';• •« *. �_ This truss a psf chord 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. �p :',= 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) �f .S OF ' 8=559,2=680. 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. 0 0 0�. T Q".'•= �� 00 • . 4 R i� ssO A� N .nip.. . Joaquin Velez PE No.68182 Mffek USA, Inc. FL C6rt6634, :6904:Parke East Blvd. Tampa FL 33610 Date. - May 19,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. • Design valid for use only with 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 ANSUTP/1 Qualify 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 ITruss Truss Type Qty T24045473 Builders ST1 0 2 stSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021VMiTek Industries, Inc. Wed May 19 18:11:22 2021 Page 1 ID:20VQZHIn97x9G5M9NmJaIQz3Stx-1 nbgg9S6gOkKXz659j GbnwRFvcjsMHeRaULkvRzEsHZ 5-0-1 9-9-0 13-6-0 17-3-0 21-11-15 27-0-0 5-0-1 4-9-0 3-9-0 3-9-0 4-9-0 5-0-1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 D03A I HIP GIRDER 5x8 = 3x4 = 6x8 = 22 4 23 5 exg 11 6x8 = "'" — "' " 3x4 = "' 1°O-` 7x8 = n 1 UM 3x10 11 HTU26 8x12 J HTU26 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TP12014 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Harz 1=195(LC 7) Max Uplift 1=-3556(LC 8), 7=-5336(LC 8) Max Grav 1=5912(LC 1), 7=9142(LC 1) HTU26 HTU26 HTU26 HTU26 HTU26 Scale: 114"=1' CSI. DEFL. in ([cc) I/defl L/d PLATES GRIP TC 0.76 Vert(LL) 0.32 8-9 >999 240 MT20 2441190 BC 0.66 Vert(CT) -0.37 8-9 >864 180 WB 0.96 Horz(CT) 0.11 7 n/a We Matrix -MS Weight: 375 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-4 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12567/7613, 2-3=-10758/6524, 3-4=-10807/6559, 4-5=-10987/6612, 5-6=-12143/7214,6-7=-16212/9498 BOT CHORD 1-13=6691/11149, 12-13=6691/11149, 10-12=567419692, 9-10=-6265/10807, 8-9=-8432/14501, 7-8=-8432/14501 WEBS 2-13=852/1475,2-12=-1727/1193,3-12=-1859/3009,3-10=-999/1900,4-10=-324/187, 4-9=-351/379, 5-9=2931/5061, 6-9=-4081/2448, 6-8=1808/3314 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=3556, 7=5336. 10) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 5-11-11 cc max. starting at 2-5-1 from the left end to 14-3-4to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong -Tie HTU26-2 (20-1 Od Girder, 14-10d Truss, Single Plv Girder) or eauivalent at 15-1 n-n from fHP gaff o,,ra f� IN i No 68182 i' 'O Z ' 'S T Of � OR IV `�,/0IVA� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 669 6904:Parke East Blvd. Tampa FL 33610 Date: - .. _......_ ._.. _.._ . on eo backace of bottom chord. Ivldy I y,tUCI A WARNING -Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTeke 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply WATERSTONE T24045473 2742552 D03A HIP GIRDER 1 �LOTW Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:22 2021 Page 2 ID:20VQZH In97x9G5M9NmJalQZ3Stx-1 nbgg9S6gOkKXz659j GbnwRFvcjsMHeRaULkvRzEsHZ NOTES- 12) Use Simpson Strong -Tie HTU26 (20-1 Old Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 17-94 from the left end to 25-9-4 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1484 lb down and 985 lb up at 6-4-12, and 782 lb down and 549 lb up at 8-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 3-16=-54, 3-5=-54, 5-20=-54, 1-7=-20 Concentrated Loads (lb) Vert: 8=-1409(B) 19=-1409(B) 24=-86(B) 25=-160(B) 26=-1484 27=782 28=-708(B) 29=-708(B) 30=-708(B) 31=-1412(B) 32=1413(B) 33=1413(B) 34=1409(B) ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall �pp building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1y1 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//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 2742552 Truss Truss Type E2A JACK -OPEN STRUCTURAL Ply T24045474 Builders (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:23 2021 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv927-Vz92tVTlbisB87hliQngK7_XZOBG5zxbp84lRtzEsHY -1-4-0 2-0-0 1-4-0 2-0-0 m 0 Scale = 1:10.3 Plate Offsets (X,Y)-- j2:0-0-8 Edge] 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 7 >999 240 PLATES GRIP TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 7 >999 180 MT20 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-6-0, 4=Mechanical, 3=Mechanical Max Horz 2=124(LC 12) Max Uplift 2=229(1_C 12), 4=-28(LC 9), 3-38(LC 12) Max Grav 2=170(LC 1). 4=31(LC 3), 3=35(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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) 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. N 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 fit between I V ,�� PQ will the bottom chord and any other members. �V ,O ' G E 1V • • �� �� 7) Refer to girder(s) for truss to truss connections. � •. �\ S' ,�•.• �� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except (jt=1b) 2=229. No 68182 9� S F win s • :� •. R 'D A``�% ;0 NA Joaquin Velez PE No.66182 Miiek'USA, Inc. FL Cent 136M. .6904:Parke East Blvd. Tampa FL 33610 Date: May 19,2021 ®WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to collapse MiTek prevent 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 BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 311 WATERSTONE T24045475 2742552 E5 Jack -Open 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:24 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-z9jQ5rUNL?_1rnGGlJG813tLXdTQRegQBk2ogr KzEsHX 1 4 0 5-0-0 1-4-0 5-0-0 Scale = 1:17.8 3x4 = 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 0.57 Vert(LL) 0.07 4-7 >906 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.07 4-7 >882 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Cade FBC2020/TP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=216(LC 12) Max Uplift 3=130(LC 12). 2=-196(LC 12) Max Grav 3=134(LC 17), 2=264(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ,,%j11.1111I1il, 0 % V IN '%% Q.Q V F4 plate 3=130, 2=196. • �% 0 �� • G1 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 J - 40 ��:� SF••.•; sheetrock be applied directly to the bottom chord. No ,68182 iz 9•' S 'OF t•� ii0' S . O R I'D �\Cb�� b N A'�,�� Joaquin Velez PE No.68182 MiTek USA; Inc. FL deft 6634 69114:1parke East Blvd; Tampa FL 33610 Oafs: May 19,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �'• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3/1 WATERSTONE 2742552 E7 Jack -Open 12 1 T24045476 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Job Reference o tional 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:24 2021 Page 1 I 1 1 V 7-0-0 7-0-0 vxv — 4 Scale = 1:23.0 Plate Offsets (X Y)-- [2.0-1-8 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 PLATES GRIP Vert(LL) 0.22 4-7 >377 240 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.21 4-7 >389 180 BCLL 0.0 MT20 244/190 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: 24 Ito FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP ND.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No .2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=195(LC 12), 2=-217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements to the use of this truss component. specific 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 an 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=195, 2=217. `,,uIN,,, �� ' p,O:. '•. V'4' .. 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 , . O , �, , ��•• • G•E N • • [� ' S,F•, '• sheetrock be applied directly to the bottom chord. .�� �� � NO 68182 'o ' OF:A/Z. • S T' Joaquin Velez PE Nd.68182 MiTek USA;:Inc. FL Cert 6634, .6904:Parke East Blvd: Tampa FL 33610 Date:. May 19,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss e web and/or chord, members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see MiTek• ANSNTPII Quality Criteria, DSB-e9 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 311 WATERSTONE T24045477 2742552 E7P Jack -Open 4 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:25 2021 Page 1 ID:oHYiRCdpc1 quXgUg6?iPJRzdjtT-RLHolAV?6J6uOQgggrplPY3j5qgNZtRtGSZP WmzEsH W w ur Scale = 1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.26 4-6 >325 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 0.23 4-6 >360 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 30lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD . Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=280(LC 12) Max Uplift 3=-189(LC 12), 2=-367(LC 12), 4=144(LC 12) Max Grav 3=163(LC 17), 2=336(LC 1), 4=138(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 6-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 Gt=lb) 3=189, 2=367, 4=144. 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. �%`' 'QU I N VF % �P No 68182. F Joaquin Velez PE Nd.68182 MiTek USA; Inc: FL 6ert 6634 6904 Me, East Blvd. Tampa FL 33610 Date:. May 19,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TFl1 Quality Criteria, DSB-e9 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670.Craln Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job I Truss Truss Type Qty Ply LOT 3/1 2742552 E7V (Jack -Open Truss 14 T24045478 Builders FirstSource (Plant 2 Job Reference. o tional Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:26 2021 Page 1 ID:20VQZHln97x9G5M9NmJaIQz3Stx-vYrAWVWdtdEl?aPtOZKXymcz7E4XIJK1 V6Jy2CzEsHV -1-4-0 4-3-9 7-0-0 1-4-0 4-3-9 2-8-7 3x4 ca m N Scale = 1:22.8 u-c-c,u-u-o 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 0.56 Vert(LL) 0.34 6-9 >247 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.28 6-9 >302 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.03 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 26lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOB CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-134(LC 12), 2=-210(LC 12), 5=59(LC 12) Max Grav 4=161(LC 17), 2=336(LC 1).5=121(LC 17) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-295/116 WEBS 3-6=-102/293 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpt=0.1B; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 %�OPav IN V � will fit between the bottom chord and an other members. , 5) Refer to girder(s) for truss to truss connections. V•.• 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. NO 68182 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 5 except (jt=1b) * #, 4=134, 2=210. 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 =p; sheetrock be applied directly to the bottom chord. �. OF E�% . nn.i► Joaquin Velez PE td6.68182 MITA VSA;.Inc. FL Cert 6634. 4900arke East Blvd. Tampa FL 33610 Date: May 19,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not e a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTFIl Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 311 WATERSTONE T24045479 2742552 G01 S Hip Girder 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:27 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-NkPZjsWFewMcdk_3xGrmUz974dN51 ipAkm2VaezEsHU -1-4-0 3-94 7-0-0 9-10A 12-8-0 15-10-12 i _ _ 19-8-0 1-4-0 3-9-4 3-2-12 2-10-0 2-10-0 3-2-12 3-9-4 4x4 = 3x4 = 17 5 18 19 4x4 = Scale = 1:35.2 3x4 = 3x8 = 5x8 = 3x4 = 3-9-0 7-0-0 9-10-0 12-8-0 15-10-12 19-8-0 3-9-0 3-2-12 2-10-0 2-go 3-2-12 3-9-4 Plate Offsets (X,Y)-- [2:0-0-4,Edge), [8:0-0-4,Edge), [9:0-2-12,0-3-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.23 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.24 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(CT) -0.08 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 96 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=166(LC 7) Max Uplift 8=1097(1_C 8). 2=-1194(LC 8) Max Grav 8=1433(LC 1), 2=1504(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2817/2188, 3-4=-2639/2097, 4-5=-2359/1941, 5-6=-2347/1985, 6-7=-2666/2174, 7-8=-2837/2274 BOT CHORD 2-10=1869/2481, 9-10=-190612486, 8-9=-1953/2510 WEBS 3-10=289/198, 4-10=-545/849, 5-10=-255/304, 5-9=-271/283, 6-9=503/863, 7-9=-298/222 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. (/111111/)i II Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 t, ��� Li�N ' ��F 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the this truss ``�� •0Q.Q ' use of component. , O•E•N S; • �� 4) Provide adequate drainage to prevent water ponding. �� •'��.� F•�•, 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • No 68182 0 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.all = 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) �' p.: i 8=1097,2=1194. ST OF 44l 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 344 lb up at 7-0 0, 112 lb down and 195 lb up at 9-0-12, and 112 lb down and 195 lb up at 10 7-4, and 190 lb down and 344 lb 12-8-0 �, •• Z ��. T ••. P _ up at on top 386 lb down 279 lb 7-0-0, 84 lb down 28 lb 9-0-12, 84 lb down % �i�s ': f� Q chord, and and up at and up at and and 28 lb up at 10-7-4, and 386 lb down and 279 lb up at 12-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of •O •'•`GN,�� �j� S�'• • ' � \ �% others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ��11�O N A; 110 Joaqulli Velez PE Nd.68182 LOAD CASE(S) Standard MiTek USA; Inc., FL Cert 6634 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 .6904:Parke East Blvd. Tampa FL 33610 Daft: May 19,2021 Continued on Daae 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 LOT G01S IHip Girder I1 I 1 I T24045479 rcaiaranw o ucnai Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:27 2021 Page 2 ID:20VQZHIn97x9G5M9NmJalQz3Stx-NkPZjsWFewMcdk 3xGrmUz974dN51ipAkm2VaezEsHU LOAD CASE(S) Standard Uniform Loads (pl1) Vert: 1-4=-54, 4-6=54, 6-8=-54, 11-14=-20 Concentrated Loads (lb) Vert: 4=-143(B) 6=-143(B) 9=-386(8) 10=-386(B) 17=112(B) 18=-112(B) 20=-63(B) 21=-63(B) WARNING -Verify design ty g 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 verity 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 ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa. FL 36610 Job Truss Truss Type Qty Ply LOT 3/1 WATERSTONE T24045480 2742552 G02S Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:28 2021 Page 1 ID:20VQZHln97x9G5M9NmJaIQz3Stx-swzxwCXtPEUTFuZFV_M71 BhKX1 mOmCwKzQo375zEsHT -1-4.0 6-3-3 i 9-0-0 10-8-0 13-4-13 19.8-0 6-3-3 2-8-12 1-8-0 2-8-13 6-3-3 4x4 = 4x4 = Scale = 1:35.7 Ig 4x6 = 3x4 = 4x4 = 4x4 = 3x4 = i 9.0-0 10-11 19-8-0 9-0-0 1-8-0 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.14 8-13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.30 8-13 >780 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 89 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) 7=Mechanical, 2=0-8-0 Max Horz 2=207(LC 11) Max Uplift 7=405(LC 12), 2=-529(LC 12) Max Grav 7=725(LC 1),2=802(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1163/1036, 3-4=-951/909, 4-5=-805/846, 5-6=953/912, 6-7=-1169/1045 BOT CHORD 2-10=781/1018, 8-10=-468/805, 7-8=794/1014 WEBS 3-10=377/467, 4-10=-290/357, 5-8=-318/371, 6-8=-389/488 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; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2E) 2-8-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 7=405, 2=529. 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. o1111111111i 0 WIN •`, �� '' C, E N'9 N0 68182. S f �U %. Joaquin Velez PE Nd.68182 MITek'USA, Inc. FL Cert 6634 .6904: Parka East Blvd. Tampa FL 33610' Date: May 19,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTeWD 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 ANSUTPl1 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 I Truss Ply 2742552 IG03S (Common T24045481 1 1 Builders FirstSource (Plant City. FL) Plant City, FL 33567, Job Reference (optional) 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:29 2021 Page 1 I D:20VQZH In97x9G5M 9N m Jal Qz3Stx-K7 WJBYYVAYcKs28 R3hu Ea 0 ETvR31 VdMTB4XcfxzEsH S 5-5-5 9-10-0 14-2-11 19-3-8 1 -8 5-5-54-4-11 4-4-11 5-0-13 -4 3 4x4 = 4x4 = 5x8 = 5x6 Scale = 1:35.7 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCDL 7.0 Plate Grip DOL Lumber DOL 1.25 1.25 TC 0.59 Vert(LL) -0.15 6-10 >999 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES BC 0.87 WB 0.26 Vert(CT) -0.32 Horz(CT) 0.03 6-10 >729 180 5 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS n/a n/a Weight: 84 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Holz 1=-203(LC 10) Max Uplift 1=41O(LC 12). 5=-41O(LC 12) Max Gram 1=728(LC 1), 5=728(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-2=-1216/1351, 2-3=-927/1006, 3-4=926/1006, 4-5=1215/1352 BOT CHORD 1-6=1098/1094, 5-6=-1033/1065 WEBS 3-6=-552/576, 4-6=404/668, 2-6=-405/667 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=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-0-0 to 4-0-0, Exterior(2N) 4-0-0 to 9-10-0, Comer(3R) 9-10-0 to 13-10-0, Exterior(2N) 13-10-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=410, 5=410. 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. 14 i No 68182 p S OF �4U Joaqulfi Velez PE No.68182 Mlrek USA, Inc. FL Cert 6634 6904 Parke East Blvd, .Tampa FL 33610 Date. Mav 19.2021 A WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 W. 5/1 W020 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 verifythe applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSB-99 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 311 WATERSTONE T24045482 2742552 G05S Common 2 1 Jab Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:30 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-oJ4hLuY8xrlB UBjedPPT6cnefrOXE3bdQkHABzZEsHR 5-5-5 9-10-0 14-2-11 19-3-8 18-B�0 5-5-5 4-4-11 4-4-11 5-0-13 -4 4x4 = 4x4 = 5x8 = 5X6 9-10-0 19-3-8 1 -8 9-10-0 9-5.8 -4- Plate Offsets (X,Y)-- (1:0-1-4,Edge(, [5:Edge,0-1-121, [6:0-4-0,0-3-0) LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Harz 1=-203(LC 10) Max Uplift 1=-410(LC 12), 5=41O(LC 12) Max Grav 1=728(LC 1), 5=728(LC 1) Scale=1:35.7 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.59 Vert(LL) -0.15 6-10 >999 240 MT20 244/190 BC 0.87 Vert(CT) -0.32 6-10 >729 180 WB 0.26 Horz(CT) 0.03 5 n/a n/a Matrix -AS Weight: 84 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1216/1351, 2-3=-927/1006, 3-4=926/1006, 4-5=1215/1352 BOT CHORD 1-6=-109811094, 5-6=-1033/1065 WEBS 3-6=-552/576, 4-6=404/668, 2-6=-405/667 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=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-0-0 to 4-0-0, Exterior(2N) 4-0-0 to 9-10-0, Comer(3R) 9-10-0 to 13-10-0, Exterior(2N) 13-10-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=410, 5=410. 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. /111111.1//II %%,oPQu�N VF4' 'P ENS �.� i No 68182 � r S F 141 C 4 OR IV N 1111 Joaqulfi Velez PE Nd.68182 M[TekUSA, Inc. FL Cert 6634 6904:Parke East Blvd. Tampa FL 33610 Date: May 19,2021 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 51192020 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 ANSUTIoll 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 TrIAGNAL Ouss Type Oty Ply�LOT3/1 WATERSTONE 2742552 1112 DHIP GIRDER T24045483 auu rtnrerence o sonar Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:30 2021 Page 1 -1-10-10 ID:hKY1ep9FiDwfFyJCybTuLLyv92?oJ4hLuY8xrlBUBjedPPT6cnjrrW0E7gdOkHABzzEsHR 1-10-10 2-9-3 2-9-3 Scale = 1:10.1 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCDL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 TC 0.32 Vert(LL) 0.03 5 >999 240 MT20 244/190 BCLL 0.0 Rep Stress Incr NO BC 0.33 WB 0.00 Vert(CT) Horz(CT) -0.02 0.01 5 3 >999 file 180 n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 12lb 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=0-5-11, 4=Mechanical Max Horz 2=122(LC 8) Max Uplift 3=31(LC 13), 2=-456(LC 8), 4=82(LC 13) Max Grav 3=32(LC 8), 2=279(LC 1), 4=53(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-9-3 cc purlins. 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.Opsf; h=25ft; B=45ft; L=40f; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Gt=1b) 2=456. 7) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=20 Concentrated Loads (lb) Vert:9=39(B) 10=51(B) % IIIIIIIi1/II ��.�PQU I N , No 6882 ' ST OF �40 i�• � OR �In1nr11 Joaquin Velez PE Nd.68182 MiTek USA; Inc. k Gert.6634 6900arke East Blvd. Tampa R 33610 Date: Mav 19.2021 ®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 MRek® connectors. This design is based oNy upon parameters shown, and is for an individual building component, not atruss 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 Of 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 ANS11TP/1 Quality Criteria, DSB-e9 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 311 WATERSTONE T24045484 2742552 H5 Diagonal Hip Girder 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:31 2021 Page 1 ID:20VQZH In97x9G5M9NmJalQZ38tx-GVe3ZEZm i9t26LIgA6wifpJnXFpwzawmf00jjQzEsHQ -1-10-10 3-9-6 5-3-6 7-0-14 1-10-10 3-9-6 1-6-0 1-9-8 Scale = 1:17.4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020rTP12014 CSI. TC 0.71 BC 0.56 WB 0.00 Matrix -MP DEFL. in (loc) Vdefl Ud Vert(LL) -0.10 4-7 >846 240 Vert(CT) -0.22 4-7 >381 180 Horz(CT) 0.00 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 25lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=216(LC 8) Max Uplift 3=145(LC 8). 2=-189(LC 8) Max Grav 3=163(LC 1), 2=379(LC 1), 4=126(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) ,��� V I N V 3=145, 2=189. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 12 lb up at .0Pa ...... .G E N �• t. �i SF 1-5-12, 75 lb down and 12 lb up at 1-5-12, and 5 lb down and 85 lb up at 4-3-11, and 5 lb down and 85lb up at 4-3-11 on top chord %� .'�.� '• �i and 11 Ib up at 1-5-12, 11 lb up at 1-5-12, and 5 Ib down at 4-3-11, and 5 lb down at 4-3-11 on bottom chord. The No 6,6182 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 �p • 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 i •�. ST 'OF Uniform Loads (plf) �, 0 (V • Vert: 1-3=-54, 4-5=20 Concentrated Loads ��. T •'t`. Q��..' �j •• R N (lb) Vert: 11=10(F=-5, B=-5) Joaquin Velez PE No.68182GG` MfTek USA, Inc. FL Cert 6634 ,6904-Parke East Blvd. Tampa FL 336.10 Date: May 19,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE. Design valid for use only with 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 fabdeation, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTFIl quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast 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 311�WATERSONE2742552 H7 DIAGONAL HIP GIRDER T24045485 41Job Refonal Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:32 2021 Pape 1 v.w�r,niarxavom�rvmvaiuzssvc-klcsmaaV I i?vkVtOkpRxBlsyJe4Oiy8vt2mGGszEsHP 1-10-10 5-2-5 1-10-10 6-10-10 9-10-13 5-2-5 1-8-5 3-0-3 Scale = 1:22.0 oxo — 5 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.28 6-9 >424 240 MT20 244/190 BCLL 0.0 Lumber DOL Rep Stress Incr 1.25 NO BC 0.87 WB 0.32 Vert(CT) -0.57 6-9 >205 180 BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Horz(CT) -0.01 6 n/a n/a Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-9-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-B-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-159(LC 8), 2=-341(LC 8), 6=159(LC 8) Max Grav 4=108(LC 1), 2=528(LC 1), 6=383(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-703/416 BOT CHORD 2-6=-482/628 WEBS 3-6=-678/521 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) 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) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=159, 2=341, 6=159. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 35 lb up at 1-5-12, 119 lb down and 61 Ito up at 1-5-12, 127 lb down and 101 lb up at 4-3.11, 123 lb down and 85 lb up at 4-3-11, and 165 Ito down and 169 Ib up at 7-1-10, and 163 Ib down and 159 Ib up at 7-1-10 on top chord, and 7 lbdown and 13 lb up at 1-5-12, 55 Ib down and 16 Ib up at 1-5-12, 18 lb down and 23 Ib up at 4-3-11, 18 Ib down at 4-3-11, and 39 Ib down and 31 Ib up at 7-1-10, and 37 Ib down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (Ib) Vert: 11=1(F) 12=-80(F=-42, 8=37) 13=-7(F) 14=-16(F=-11. B=-5) 15=-62(F=33, 13=28) :��>oPaLU IN VF< ♦•E F ' 0 68.182 S OF i 0 O N Joaquln Velez PE No.68182 Mfiek USA, Inc. FL Cert 6634 6964 Parke East Blvd. Tampa FL 33610 Date: May 19,2021 A WARNING - Vedlydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTeks connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and.properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway. Suite 203 Waldorf, M6904 Parke East Blvd. Tampa, Parke 36610 East D 20601 Job Truss Truss Type Qty Ply LOT 311 WATERSTONE T24045486 2742552 H7P DIAGONAL HIP GIRDER 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:33 2021 Page 1 ID:20VQZH In97x9G5M9NmJalQZ3Stx-Cumq_wbOEm7m LfSDIXyAkEP7h2 WURQm36iVgolzEsHO -1-10-10 0 9 5-2-5 6-10-1-10-13 ' 1-10-10 ' 5-2-5 ' 1-8-5 3-0-3 Scale = 1:22.0 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 NO Code FBC2020/TP12014 CSI. TC 0.73 BC 0.47 WB 0.30 Matrix -MS DEFL. in Vert(LL) 0.44 Vert(CT) -0.50 Horz(CT) -0.01 floc) I/deft L/d 6-9 >270 240 6-9 >234 180 6 n/a n/a PLATES GRIP MT20 2441190 Weight:41 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 9-7-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=141(LC 8), 2=454(LC 8), 6=335(LC 8) Max Grav 4=109(LC 1), 2=515(LC 1), 6=349(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-600/486 BOT CHORD 2-6=-579/564 WEBS 3-6=-609/625 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ,'itili 11 bly11 3) na 4) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. P.Q psf 5) • This has been designed for live load %% •' ...... •' •• �� �I truss a of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��� ,� E N SF �i will fit between the bottom chord and any other members. �� •'��:� '•; 6) Refer to girder(s) for truss to truss connections. : No 68182 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=141, 2=454, 6=335. � '*' ,• ;'*. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 12 lb up at = 1-5-12, 75 lb down and 12 lb up at 1-5-12, 5 lb down and 85 lb up at 4-3-11, 5 lb down and 85 lb up at 4-3-11, and 37 lb down and 159 lb up at 7-1-10, and 37 lb down and 159 lb up at 7-1-10 on top chord, and 11 ib up at 1-5-12, 11 lb up at 1-5-12, 5 lb down at j) 'ST 44/ 1 4-3-11, 5 lb down at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. . OF .'• 0 •' ((/ '� ���; XN ,A, 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �0 •':� R •' �� LOAD CASE(S) StandardA� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 �� Uniform Loads (plf) Joaquin Velez PE Nd.68182 Vert: 1-4=-54, 5-7=20 MiTek USA; Inc. FL Cert 6634 Concentrated Loads (lb) .6904•Parke East Blvd. Tampa FL 33610' Vert: 12=75(F=-37, 8=37) 14=10(F=5, B=-5) 15=-57(F=-28, 8=28) Date: May 19,2021 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual'building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 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, MD 20601 Tampa, FL 36610 Job Type 2742552 I H7V I Diagonal Hip Girder LOT T24045487 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021yMiTek Industries, Inc. Wed May 1918:11:34 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-g4KCBFbe74FdzplPsETPHSxKgSpOArDCLMFNKkzEsHN -1-10-10 5-4-1 1-10-10 5-4-1 9- 13 4-6-6-11 Scale = 1:22.6 3x4 4-6-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.12 6-7 >960 180 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight:41 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 2=0-8-0 Max Harz 2=336(LC 8) Max Uplift 4=-276(LC 8), 5=-142(LC 8), 2=269(LC 8) Max Grav 4=289(LC 13), 5=377(LC 13), 2=412(LC 1) FORCES. (Ib) -Max. Cam pdMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1159/502 BOT CHORD 2-7=727/1151, 6-7=-739/1156 WEBS 3-7=0/252, 3-6=-11371722 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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.fit. 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 fit between �� N 'fj will the bottom chord and any other members. OLU'I P ••: V�� I�� 5) Refer to girder(s) for truss to truss connections. , • • • • i� E N �� 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��� , �•��.G SAC`• ,� capacity of bearing surface. ` 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift atjoint(s) except Qt=lb) 4=276, 5=142, 2=269. • _ NO 68182 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 = O• S O F Uniform Loads (pit) • A Vert:1-2=-54 Trapezoidal Loads (plf) .. O R.'iQ•. I�,.S� ' .••G `�?,� Vert: 2=0(F=27, B=27)-to-4=-134(F=40, 13=40), 8=0(F=10, B=10)40-5=49(F=15, B=-15) Joaquin Velez PE Nd.68182 MfTek USA; Inc. FL Celt 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: May 19,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with 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 property incorporate this design into the overall e building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance, regarding the MOW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Fast Blvd.Tampa, 6904 Parke 3aste Job Truss Truss Type Qty Ply LOT 311 WATERSTONE T24045488 2742552 K01 HIP GIRDER 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:35 2021 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv927-8HuaObcGmONUbzbbPy_epfUaxsHIvOUMa0_xsBzEsHM -1-4-0 2-0-0 5-11-0 7-11-0 9-3-0 1-4-0 2-0-0 3-11-0 2-0-0 1-4-0 Special 4x8 = Special NAILED 4x4 = 2x4 = — " LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.02 7-8 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.02 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(CT) -0.00 5 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 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 5=0-4-0 Max Horz 2=69(LC 6) Max Uplift 2=51O(LC 8), 5=-51 O(LC 8) Max Grant 2=291(LC 17). 6=291(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-156/452, 3-4=126/404, 4-5=-156/450 BOT CHORD 2-8=-325/125, 7-8=338/126, 5-7=-3301125 Scale = 1:19.9 PLATES GRIP MT20 244/190 Weight: 38 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-14 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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=510, 5=510. 8) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 lb up at 2-0-0, and 151 lb up at 5-11-0 on top chord, and 80 lb up at 2-0-0, and 80 lb up at 5-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=54, 4-6=-54, 9-14=-20 Continued on oaoe 2 %%-.0 Pp U 1 N vE�'�•.. No 68182 ST Joaquin Velez PE No. 68182 MiTek USA; Inc. FL Cert 6634 .6904:Parke East Blvd. Tampa FL 33610 Date: May 19,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119r2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 Type Qty Ply LOT 311 WATERSTONE 2742552 TKrOlss HIP GIRDER 1 1 T24045488 Job Reference (optional) • -,• •- • �•v • - - ����• , o.wu s rpr Zu tut-r wu r eK maustries, Inc. vvea may 19 18:11:35 2021 Page 2 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-8HuaObcGmONUbzbbPy_epfUaxsHIvOUMa0_xsBzEsHM LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=33(B) 4=33(B) 8=43(B) 7=43(B) 20=0(B) ® WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 6119/2020 BEFORE USE. Mt valid for use any 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 ANSYTPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply LOT 311 WATERSTONE T24045489 2742552 K02 COMMON SUPPORTED GAB 1 1 Job Reference o lional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:36 2021 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-dTRycxduXhVLC6AozfWtMtlhnGc2egYVagkUPdzEsHL 1 4 0 3-11.8 7-11-0 9-3-0 1. 1 4-0 3-11-8 3-11-8 1-4-0 4x4 = 2x4 11 Scale = 1:19.6 Ia 1 0-5� 7-11-0 ' 0-5A ' 7-5-8 Plate Offsets (X,Y)-- [2:0-2-0,Edge), [4:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.01 5 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.02 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P Weight: 32 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=7-0-0, 4=7-0-0, 6=7-0-0 Max Horz 2=109(LC 10) Max Uplift 2=255(LC 12), 4=-255(LC 12). 6=47(1_C 12) Max Grav 2=229(LC 1), 4=232(LC 18). 6=271(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-203/349 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=25ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 3-11-8, Corner(3R) 3-11-8 to 7-11-0, Exterior(2N) 7-11-0 to 9-3-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry ��1111111 ji, it Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers loading , , U I N V rain requirements specific to the use of this truss component. p 5) Gable 2-0-0 •' E�N''•• 40 SF�'. studs spaced at cc. 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. • N O 68182 •:' 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) 6 except 0=1b) 2=255, 4=255. A OF '41: OR 111n1n1�� Joaquin Velez PE N6.68182 MiTek'USA, Inc. FL Cert 6634. .6904 Parke East Blvd. Tampa FL 33610 Date: May 19,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with 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 ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3/1 WATERSTONE 2742552 L01 HIP GIRDER 1 1 T24045490 Builders FirstSource (Plant City. FLl_ Plant ra„ FI _ aua� .....,. Job Reference o Ilona/ . . _ amp, cu cuc i rvu i ex Inuusmes, Inc. vvee May i s 18:11:37 2021 Pagel ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-5f?LpHeXI?dBgGl_XN 16u4ZoFfmcNDsel KT1 x3zEsHK -1-4-0 5-1-0 7-0-0 10.0-0 13-0-0 15-0.6 20-0-0 21-4-0 1-4-0 5-1-3 1-10-13 3-0-0 3-050 2-0-6 4-11-10 1-4.0 4x6 = sxb 3x4 = 4x6 = Jx6 = 3x6 = Scale = 1:36.9 m 0 A 104 O 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 ]nor NO Code FBC2020rrP12014 CSI. TC 0.82 BC 0.90 WB 0.36 Matrix -MS DEFL. in floc) Udefl Ud Vert(LL) 0.39 10-12 >615 240 Vert(CT) 0.31 10-12 >771 180 Horz(CT) -0.11 8 n/a file PLATES GRIP MT20 244/190 Weight: 98 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-0-9 oc bracing. REACTIONS. (size) 2=0-4-0, B=0-4-0 Max Horz 2=172(LC 7) Max Uplift 2=-1814(LC 8), 8=-1814(LC 8) Max Grav 2=1516(LC 1). 8=1516(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2818/3273, 3-4=-2667/3223, 4-5=-2390/2940, 5-6=2390/2940, 6-7=-2667/3223, 7-8=-2818/3273 BOT CHORD ' 2-12=2772/2472, 10-12=-2815/2520, 8-10=-2772/2472 WEBS 4-12=11191933, 5-12=-249/277, 5-10=-249/277, 6-10=-1120/934, 3-12=-259/316, 7-10=260/316 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=25ft; B=45ft; L=40ft; eave=oft; Cat. ); porch ltadtf osed; Lumber DOL=1.60 E Project e plate pDe3) Building Designer/ agierr reRS sponsible veifYin9sPPliedroolive load shown covers ranloading requirements specific WINto the use of this truss component. 4) Provide adequate drainage to prevent water ponding. , EN S';C�,"o,= 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 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. : No 68182 * • �. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=1814, 8=1814. = 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 384 lb up at 7-0 0, 154 lb down and 205 lb up at 9-0-12, and 154 Ib down and 205 Ib up at 10-11-4, and 173 Ib down 384 lb •;• i S OF �C1 and up at 13-0-0 on top chord, and 403 lb down and 424 lb up at 7-0.0, 98 lb down and 121 lb up at 9-0-12, and 98 lb down and 121 lb up at 10-11-4, and 403 lb down and 424 lb 12-11-4 ��.�� . P ,• �� up at on bottom chord. The design/selection of such connection device(s) is the responsibility of others. �j •:.0 R i �.•\ N • 9IS� In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). • I S \>`, LOADCASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Joaquin. Velez PENd.68182 MiTek USA; Inc.. FL Bert 6634. Vert: 1-4=-54, 4-6=54, 6-9=-54, 13-16=-20 6904:PaYke East Blvd. Tampa FL 33610 Date: flfl�.. A Confnued on a e 2 may I V,1_U4 1 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing uMiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH Duality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qly Ply LOT 311 WATERSTONE T24045490 2742552 L01 HIP GIRDER 1 1 Job Reference o tional Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:37 2021 Page 2 ID:oHYiRCdpclquXgUg6?iPJRzdjtT-5f?LpHeXI?dBgGl XN16u4ZoFfmcNDselKTlx3zEsHK LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=-126(F) 6=-126(F) 12=-403(F) 10=-403(F) 19=93(1`) 20=-93(F) 21=82(1`) 22=82(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is form individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Qualify 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 JOD Truss Truss Type Qty Ply LOT3/1 WATERSTONE 2742552 L02 Hip 1 1 T24045491 Job Reference(opt, o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:38 2021 Page 1 1ID:oHYiRCdpclquXgUg6?iPJRzdjtT-ZsZj1df92J12SQKA54YLR16xQ3Bg6e8oG DbTWzEsHJ --4-0 6-3� 9-0-0 11-0-0 13-N o 20-0-0 21-4-0 14-0 6.3-6 2-8-10 2-0-0 2-8-10 rvu a 5x6 i 5x6 °xO — 6xe = 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020rTP12014 LUMBER - TOP CHORD 2x4 SP No.1 `Except` 4-5: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 2=04-0, 7=0-4-0 Max Harz 2=213(LC 11) Max Uplift 2=-960(LC 12), 7=-960(LC 12) Max Grav 2=812(LC 1). 7=812(LC 1) Scale = 1:36.9 3x8 = CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.92 Vert(LL) 0.61 9-16 >394 240 MT20 244/190 BC 0.59 Vert(CT) 0.53 9-16 >452 180 WB 0.48 Horz(CT) -0.04 7 n/a n/a Matrix -AS Weight: 92 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1183/2881, 3-4=-982/2713, 4-5=823/2413, 5-6=971/2677, 6-7=1181/2869 BOT CHORD 2-10=2421/1022, 9-10=11990/823, 7-9=2432/1021 WEBS 3-10=323/672, 4-10=-1164/339, 5-9=1186/340, 6-9=329/697 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=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2E) 2-8-0 to 21-4-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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=960, 7=960. 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. No 68182 :0 ST OF • l�/ n i.n Joaquin Velez PE Nd.69182 Mfrek USA; Inc. FL Cert 66M .6904:Parke East Blvd. Tampa R. 33610 Date. Mav 19.2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based orgy 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/orchord 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 Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3/1 WATERSTONE T24045492 2742552 Vol Valley 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:39 2021 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-1275Ezfnpctv3avMeo3a_VeEmTfRrCOxVey80yzEsH I 1-D-0 3-10-0 1 7-4-0 8-&0 ' 1.01 3-10-0 3-6-0 1-4-D 4x4 = 8 7 6 3x6 11 2x4 11 3x6 11 Scale = 1:20.8 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/TP12014 CSI. TC 0.43 BC 0.11 WB 0.06 Matrix-R DEFL. in Vert(LL) -0.00 Vert(CT) -0.01 Horz(CT) 0.00 (loc) Well Lid 5 n/r 120 5 n/r 120 6 rile n/a PLATES GRIP MT20 244/190 Weight: 34 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 8=74-0, 6=7-4-0, 7=7-4-0 Max Horz 8=-101(LC 10) Max Uplift 8=236(LC 12), 6=-273(LC 12), 7=8(LC 12) Max Grav 8=209(LC 21). 6=222(LC 1), 7=233(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-228/681, 2-3=120/327, 3-4=-127/345, 4-6=-244/750 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=25ft; B=45ft; L=4011; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) -1-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 3-t0-0, Corner(3R) 3-10-0 to 7-10-0, Exterior(2N) 7-10-0 to 8-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. %0 - U I N V "fj , 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� P.4 ��% ,� • G•E N '' •. �� �j 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. No 68182 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=1b) 8=236, 6=273. = * ;• •; *. �i� OF :4U oo C A. ��Y% nn Joaquin Velez PE No.681.82 MITek USA, Inc. FL 6rt 6634 6904:Parke East Blvd. Tampa FL 33610 Date: May 19,2021 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® connectors. This design Is based only upon parameters shown, and is form individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and perm anent 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 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 V02 Type Qty I Ply I LOT 3/1 T24045493 Builders FirstSource (Plant City FL) Plant City FL - Y a d 2x4 U.43U s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:40 2021 Page 1 4-4-8 ID:20VQZHln97x9G5M9NmJalQz3Stx-VEhTSJgPaw7mhkUZCVapW1 BLit_Ead65jHihYOzEsH H 4-4-8 8-9-8 4-4-8 2x4 II 4x4 = 2x4 Scale: 3/4"=1' .g d 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 0.14 WB 0.13 Matrix-P DEFL. in (loc) I/deft Lid Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-8-0, 3=8-8-0, 4=8-8-0 Max Horz 1=77(LC 10) Max Uplift 1=105(1_C 12), 3=-105(LC 12), 4=103(LC 12) Max Grav 1=139(LC 1), 3=145(LC 18), 4=275(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-184/442 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=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; 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 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 f f 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 ��- QV IN , V �� chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) %� OP,,. • • • • • , ••�;� C' E N S' � 14- 0. 1=105, 3=105, 4=103. ,��, No 68182 O• S T. OF t Lcl fit .Joaquin .Velez PE No.68182 Mffek USA, Inc. FL Cert NX M04:Parke East Blvd. Tampa FL 33610 Date: May 19,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek®.connectors. This design is based only upon parameters shown, and Is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible injury MiTek personal and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSr7fp/1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 6904 Parke 203 Waldorf, MD 20601 East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 311 WATERSTONE T24045494 2742552 VO4 GABLE 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:40 2021 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv927-VEhTSJgPaw7mhkUZCVap WjBT3tO2af95jHihYOzEsHH 2-3-15 2-3-15 Scale = 1:8.6 v c7 0 2x4 `- LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 TCDL 7.0 Lumber DOL 1.25 BC 0.02 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=2-3-15, 3=2-3-15 Max Harz 1=49(LC 12) Max Uplift 1=-20(LC 12), 3=-45(LC 12) Max Grav 1=58(LC 17), 3=64(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 2x4 II DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a Weight: 7 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc purlins, except end verticals. 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=25ft; B=451t; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. J%I_I I111 C1I1" �-;.0P&IN No 68182 :ems %� ST OF Joaquin Velez PE Nd.66182 Mriek USA, Inc. FL Cert 6634 69114•Parke East Blvd. Tampa FL 33610 Date, May 19,2021 ® WARNING - Verilydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51IM020 BEFORE USE. '' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 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 Truss Truss Type Qty Ply LOT 311 WATERSTONE V05 GABLE 9 1 1 T24045495 Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr20 2021yMiTek Industries, Inc. Wed May 19 18:11:41 2021 Page 1 4-3-15 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-zQFrffhl LE7dJu3lmC523wkYIHKLJ6P EyxRF4rzEsHG 4-3-15 2 v a d 2x4 i 2x4 II LOADING (psf) I SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=4-3-15, 3=4-3-15 Max Horz 1=111(LC 12) Max Uplift 1=46(LC 12), 3=-102(LC 12) Max Grav 1=134(LC 17), 3=147(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-148/291 Scale = 1:13.6 PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20% Structural wood sheathing directly applied or 4-3-15 oc purlins, except end verticals. 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=102. I N �, VE�cc No. $8182 fit: :ir•- %��• ST. OF ♦♦,,� , �c� O R 1 O P :;_,�� 4411, Joaquin Velez PE Nd,68182 Welt USA; Inc. FL Cert 6634 60kNirke East Blvd. Tampa FL 33610 Date: May 19,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with 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 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 Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 1 3/4' Center plate on joint unless x, y offsets are indicated. 17-1 Dimensions are in ft-in-sixteenths. J�Apply plates to both sides of truss and fully embed teeth. 0-11fi r For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. `Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. O 2 U a O E- Numbering System 6-4-8 dimensions shown in ft-in-sixteenths —i (Drawings not to scale) 1 2 3 TOP CHORDS 8 7 6 5 0 It O 2 U 0- 0 1— JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek® MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIITPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review ail 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.