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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 fi;F Maitland, Florida 32751 S P: (321) 972-0491 � F: (407) 880-2304 � E: info@fdseng.com D Website: www.fdseng.com ENGINEERING ASSOCIATES March 15, 2021 Building Department Ref: Adams Homes Lot: Lot 25 Blk. 1 Subdivision: Fort Pierce - Waterstone Address: 5352 Lugo St. Model: 2000 B LHG 3CF KA # 21-1768 Truss Company: Builders First Source Date of drawings: 3/15/21 Job No.: 2644805 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 techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 3/15/2021 Carl A. Brown, P.E. FL. # 56126 3/15/2021 Scott Lewkowski, P.E. FL. #78750 IIIIII� e PA13 �L I C mom• • No N: 'O: r OP s L EN Lui 13 filblTion0l, E. FL # 87864 FDS Engineering Associates, A TSG Company "Your Building Code Experts" I oo-VO-uu CONNECTORS. SCHEDULE .ROOF TRUSS Q ID --MODEL . ROOF UPLIFT SYM 0-. A*11 LUS24 ! JUS24- 895 / 835; " 490 /510 ALA' 10 A HTU26/ THD26 - 3640 / 3470 ' 1'555 / 2330 'Atq 0 B HTU28 ! THD28 . 4680 / 5040 2140 / 2330 ALe 'G. HTU26-2 6 THD26-2 3600 ! 3355 2175 / 2340 Ic 0 " �D HTU28-2 /:THD28-2 4680/5005 3485 / 2695 1lp 0 E HGUS26=2 LTHDH26-2 ;5320 /5245 2155 / 2340 F HGUS28-2 / THDH2$-2 .Z460 / 8025 ; 3235 73330 l lF 0 G HGUS26-3'/ THDH26-3 52304 5245 2155 / 2346 1 LG 0 , H I HGUS28-3-7 THDH28=3" 746017835 3235 (4370 1 w- 0 ' J`` "THJA261 HJC26 91.00 / 8990 4095 / 4370 " a Li "3'BN 8 NOP CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARYSHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. „,(ie: SHEATHING, SHINGLES, ETC.) _. ALL INTERIOR. BEARING WALLS MUST BE IN PLACE* PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES' AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backeharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By` Builde?s First Source. NO EXECPTIO.NS: . The General Contractor Is Responsible For All Connections Other Than Truss to Truss;.Gable Shear Wall, And 'Connections. Temporary and Permanent Bracing, `And Ceiling And Roof Diaphragm Connections. ROOF PITCH:.: 6112 CEILING PITCH: 0112 -TOP CHORD 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 etch Legend 0 .. BUILDER: Adams Homes PROJECT: Single. Family' MODEL: - LANAI . ADDRESS: 6352 LUGO ST ❑Revid.ed+and Approied ❑ Revise and Resubmit LOT/BLOCKi _ ; 25/1 . SUBDIVISION: -- WATERSTONE - ElAeAewed with Notations ONot Reviewed (see explaDatim) .� : CITY '-,'.F,T P IERCE, ' .• .. .. .. ... Cowcction or comments made,on aquipmFnt submittals or stop drawings dwing this review do not re6en contractor -from compliance'with refpirtet>xuts of the dmwmgs and specifications. DRAWN BY: K SANCHEZ „ Ibis check is only for roview' of confomtance wilh the coa t of rhe" ro ect eat _ °,• r Y` ge°�.:., concept P j - - geaeml tcow lance with the information given in the commet,docomems. The conhactoi B' O 2644805 responsible'tor coDfanting and conelatmg all quaDtiries and d®ensiam: selecting BbrZatian' processes and techniques of constmctlon; coordinating his work with that ofall other, basics sod ATE:1031101 2021 SCALE• NTS PLAN DATE: 2021 performing his wok in a safe and satisfactory manna IDS ENGINEERING ASSOCIATES REVISIONS: ' - - Dam: 03/15/2021 � By. BH' ' 1' ' Submittal No.: Pioject No.: 21-1768 Projec[Eng.: LuisT ?' - - Piojeai Name:. Adams Homes - FL Pieme- Watetstone Lot 25 BIk 1 VERIFYALLtlMENSIONSANDC tUL CONDMONSPPJORTOAPPRWV ' SOME CEILING FRANONG REQUIRED IN FEW aY BUILDER 4. MAIN WIND FORCE RESISTNO SYSTEMICC eR HYD W WO ASCEI.18 ENCLOSED - IMPORTANT PO EXSURECATEGORYC OCCUPANCY CATEGORY B This Dra mg Must Be Approved And Woo WAD 180 MPH wam n@ORTANCE FACTOR IM Returned Befo;6 Fabrication Will TRUSSESHAYEBEEN DESIGNEDFORA10.0 PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURta:NT VM ANY OrNER LIVE LOADS Ditfiensions And Conditions Prior To royal 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 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 3054301 RE: 2644805 LOT 25/1 WATERSTONE Site Information: Customer: Adams Homes Port St Lucie Pro ect Name: 2644805 Lot(Block: 25/1 Model: 2000 B 1OX20 LANAI 3 CAR Address: 5352 LUGO ST, City: Fort Pierce Subdivision: WATERSTONE State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package Includes 48 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 T23171805 A01 S 3/l5/2021 21 T23171825 C1 S 3/15%2021 2 T23171806 A02S 3/15/2021 22 T23171826 : C1 V 3/15/2021 3 T23171807 A03S 3/15/2021 23 T23171827 C3 3)15/2021 4 T23171808 A04S 3/15/2021 24 T23171828 C3P 3/15/2021 5 T23171809 A05S 3/15/2021 25 T23171829 C3S 3/15/2021 6 T23171810 A06S 3/15/2021 26 T23171830 C3V 3/15/2021 7 T23171811 A07 3/15/2021 27 T23171831 C5 3/15/2021 8 T23171812 A09 3/15/2021 28 T23171832. C5P 3/15/2021 9 T23171813 A10 3/15/2021 29 T23171833 C5S 3/15/2021 10 T23171814 All 3/15/2021 30 T23171834 C5V 3/15/2021 11 T23171815 Al2 _ 3/15/2021 31 T23171835 D01 3/15/2021 12 T23171816 A13 3/15/2021 32 T23171836 D02 3/15/2021 13 T23171817 A14 3/15/2021 33 T23171837 D03 3/15/2021 14 T23171818 A15 3/15/2021 34 T23171838 E4 3/15/2021 15 T23171819 A16 3/15/2021 35 T23171839 E4A 3/15/2021 16 T23171820 B01A 3/15/2021 36 T23171840 E7 3/15/2021 17 T23171821 B02 3/15/2021 37 T23171841 E7P 3/15/2021 18 T23171822 B06 3/15/2021 38 T23171842 E7V 3/15/2021 19 T23171823 Cl 3/15/2021 39 T23171843 G01S 3/15/2021 20 T23171824 C1 P 3/15/2021 .40 T23171844 G02S 3/15/2021 The truss drawing(s) referenced above have been prepared by :MiTek USA, Inc under my direct supervision ,���t/� 11►�� based on the parameters provided by Builders FirstSource (Plant City, FL). ,��?�P1 1- Truss Design Engineer's Name: Velez, Joaquin G°E N My license renewal date for the state of Florida is February 28, 2021 Florida COA: 6634 No 6# ; IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI[TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were i Of 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 R , Q F these_ designs; MiTek has not independently'verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer �j� �QN AL E• should verify applicability of design parameters and properly incorporate these designs into the overall building design perANWTPI 1, Chapter 2. J:ffiNn.Vp'I F,N(T 1A9 . 6904 Parl a Po Blvd: Tampa FL 3361 U March 15, 2021 n• 1 of 2 Velez, Joaquin MiNTeke MITek USA, Inc. RE: 2644805 - LOT 25/1 WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Project Customer: Adams Homes Port St Lucie Project Name: 2644805 Lot/Block: 25/1 Subdivision: WATERSTONE Address: 5352.LUGO ST., . City, County: Fort Pierce State: FL No. Seal#_ Truss Name Date 41 T23171845 G06S 3/15/2021 42 T23171846 G07S 3/15/2021 43 T23171847 G08S 3/15/2021 44 T23171 B48 H7 3/15/2021 45 T23171849 1-17P 3/15/2021 46 T23171850 HM 3/15/2021 47 T23171851 L01' W15/2021 48 T23171852 L02 ` 3/15/2021 2 of 2 Job Truss Truss Type Qty Ply LOT 25/1 WATERSTONE T23171805 2644805 A01S Roof Special 1 Job Reference (optional) ouuueia niawuur cc lnaur i ny, rL./, runt uny, rL - ooao/, if.43u s reD 12 zuzi mi I eK Industries, Inc. I nu Mar 11 u9:41:39 2u21 Page 1 I D:hKY1 ep9FiDwfFyJCybTuLLyv92?-wpySwgyYsfueFl VzmFXaFpXsE3f15fy5OWJ VxAzcl RA -1-4-0 6-5-7 8-8-0 12-2-13 15-9.11 19-4-8 22-3-1 25-5-7 26-10-0 33-5-12 33 1 -4 38-8-0 1-402-2.9 3-6-13 3-6-13 3-6-13 2-10.9 3-2-6' 3-49 4.7-12 0-5- 4-8-12 e Scale = 1:70.7 7x10 = 4x6 = 4x6 = 7x10 = 6.00 12 3 4 5 6 1.5x8 STP = 30 2 24 23 22 21 a'j 1 2k4 II 7x10 = 4x6 = 8x14 5x8 4x6 3:00 12 5x6 = 10 6x8 = 6x8 = 6x8 — 7 8 9 35 3x4 11 34 36 20 v o m o � 12 n N Iv 19 18 17 16 15 14 13 0 6x8 = 5x6 = '5x8 = 2x4 II 4x6 = 4x6 = 2x4 II 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 0.66 BC 0.97 WB 0.87 Matrix -AS DEFL. in Vert(LL) 1.17 Vert(CT) -1.43 Horz(CT) . 0.49 (loc) I/dell Ud 19 >397 240 19 >324 180 12 n/a n/a PLATES MT20 MT20HS Weight: 492 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 3-6,6-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x6 SP No.2 *Except* 1070-0 oc bracing: 18-20 20-23: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 8-20: 2x4 SP No.2 REACTIONS. (size) 12=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 12=-799(LC 12), 2=-918(LC 12) Max Grav 12=1437(LC 1). 2=1511(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4957/3088, 3-4=8182/5056, 4-5=-10189/6206, 5-6=-11519/6926, 6-7=-11521/6928, 7-8=-11285/6779, 8-9=-4365/2791, 9-10=-2471/1680, 10-11=-2512/1649, 11-12=-2926/1862 BOT CHORD 2-24=-2770/4502, 23-24=-2755/4503, 22-23=-4894/8295, 21-22=-5973/10189, 20-21=-7749/13253; 18-20=-183/374, 7-20=-507/991, 17-18=-689/1161, 16-17=-2335/3915, 14-16=-2337/3915, 13-14=-1589/2594, 12-13=-1589/2594 WEBS 3-23=-2591/4315, 8-20=-4405/7574, 4-22=-1134/1992, 5-22=-602/428, 5-21=-778/1393, 6-21=-300/260, 7-21=1781/1062, 4-23=-884/613, 8-17=-3979/2365, 17-20=-2660/4547, 9-17=-346/674, 10-14=-1181/1934,9-14=-2366/1543,11-14=-508/416 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 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. s2) 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. 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 6-5-7, Exterior(2R) 6-5-7 to 10-5-7, Intedor(1) 10-5-7 to 28-10-0, Exteridr(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 5) Building Designer /Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss. component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a.10.0 psf bottom chord live load.nonconcurrent with any other live loads. ;ontinued on page 2 ,,,��11111141i �%PQUIN NO g91;82 .SI&OF .•.�Ja' 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 ANSI1rPl1 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 Kfinrr-h 97 7r1)9 Job Truss Truss Type Qty Ply LOT 25/1 WATERSTONE' * ' T23171805 2644805 A01S Roof Special 1 r Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:41 `:40 2021 Page 2 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-O?Vr7OzAdyOVsS49Ky3pnl41_T?Gg6CFdA23Tczc1R9 NOTES- 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-670 tall by 2-0-0 wide will fit between the bottom chord and ` any other members. 10) Refer to girder(s) for truss to truss connections. 11) 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 16 uplift at joint(s) except (jt=lb) 12=799, 2=918. — 13) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING -Verify Design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component,. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe�E* 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 ANSPTP11 Quality Criteria, DSB-89 and SCSI Building Component 6964 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 25/1 WATERSTONE T23171806 2644805 A02S Roof Special 1 1 Job Reference (optional) ounueis rusrauurce Irian[ uny, rL), . riani L ny, rL - JJObl, o.43u s ren lZ ZUZ7 mi I etc Inoustnes,.Inc. I nu Mar 11 uu:41:41 ZUZ1 rage 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-sC3DLM_DOG8MUbfLuga2KEc7csLYZXaOrgoc?2zc1R8 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 1-4-0 6-11-13 1-5-10 5-5-8 5-5-8 4-0-8 4-0-8 1-4-9 4-7-12 -9- 4-4-11 Scale = 1:71.0 5x6 = 5x6 = 3x4 = 4x6 = 5x6 = 5x6 = 9 6.00 12 2x4 \\ 4 29 30 5 6 731 32 8 3 RE 33 3x4 1.5x8 STP = 28 10 34 27 18 v 2 20 19 10x16 MT20HS — o � m qI 1 6x12 MT20HS = 0 3x4 = 11 Iv w 17 16 15 14 13 12 6 Sx8 3.00 12 2x4 II 5x12 = 4x6 = 5x8 = 2x4 II 3x6 = - i 8-8-0 13-10-16 19-4-6 9- -11 23-4-15 27-5-7 $8-10-Q 34-3-5. 38-.8 - 8-8-0 ' S-2-15 - 5-5-8 0- -2 4-0-7 4-0-8 1-4-9 5-5-5 4-4-11 Plate Offsets (X,Y)-- .[2:0-2-7,Edge], [4:0-3-0,0-2-0] [7:0-2-0,0-3-0], [11:0-2-12 0-1-8] [18:0-10-12,0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 1.12 18-19 >415 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 _ Vert(CT) -1.38 18-19 >335 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.59 11 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 206 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: 2-20,18-20: 2x4 SP No.1, 6-16: 2x4 SP No.3 10=0-0 oc bracing: 16-18 WEBS 2x4 SP No.3 *Except* 7-18,15-18: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 11=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 11=-802(LC 12), 2=-920(LC 12) Max Grav 11=1433(LC 1), 2=1507(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250.(Ib) or less except when shown. TOP CHORD 2-3=-4708/2960, 3-4=-4525/2848, 4-5=-4223/2675, 5-6=-5648/3580, 6-7=-5982/3740, 7-8=-3113/2095, 8-9=-2373/1667, 9-10=-2473/1632, 10-11=-2870/1842 BOT CHORD 2-20=-2622/4242, 19-20=-3267/5648, 18-19=-3487/6093, 13-15=-1538/2660, 12-13=-1580/2531, 11-12=-1580/2531 WEBS 3-20=-157/330, 4-20=-1098/1786, 5-20=-1554/987, 5-19=-40/367, 6-19=-522/263, 7-18=-1900/3320, 7-15=-2054/1271, 15-18=-1975/3466, 8-15=-365/724, 9-13=-1112/1840, 8-13=-1639/1082,10-13=473/397 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=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 8-5-7, Exterior(2R) 8-5-7 to 12-5-7, Interior(1) 12-5-7 to 28-10-0, Exterior(2R) 28-10-0 to 32-10-0, Interior(l) 32-10-0 to 38-8-0 zone;C-C for members and s forces & MWFRS for reactionshown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r 7) * This truss has been designed for a live load of 20.0psf 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. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building. designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100.. lb uplift atjoint(s)' except Gt=lb) 11=802, 2=920. :ontinued on page 2 PQUINkol i. No 661,02 S F 441 WARNING -Verify tlesign 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,•nol�• 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 is always required for stability and to prevent collapse with possible personal injury and. property damage. For general guidance regarding the M�Tel�RR• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rPl1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 March 12,2021 Job Truss Truss Type Qty Ply LOT 25/1 WATERSTONE T23171806 2644805 A02S Roof Special 1 1 Job Reference (optional) ounuers nrsiSource (riani City, FL), rlant ary, FL —mob 1, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:41:41 2021 Page 2 NOTES- ID:hKYt ep9FiDwfFyJCybTuLLyvg2?-sC3D LM_oOGBM UbfLuga2KEc7csLYZXaOrgoc?2zcl R8 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. ® 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 AiTek" building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and,to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 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 25/1 WATERSTONE � ' T23171807 2644805 A03S Hip 1 1 Job Reference o tional 4 Builders FirstSource (Plant City, FL)„ Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:41:42 2021 Page 1 I D:h KY1 ep9FiDwfFyJCybTuLLyv92?-KOdbYi_Q9aGC6IEYRN5HtS91YGhL13fX4UX9Yvzc1 R7 r1-4-0, 7-3-3 8-8-0 10-5-7 1 1%10-13 23-9-6 28-2-9 32-4-15 38-8-0 1-4-0' 7-3-3 1-4-13 1-9-7 4-5-6 8-10-9 4=5-3 4-2-7 6-3-1 5x6 = 5x6 = 2x4 I I 4 27 28 5 29 6 3x6 = 5x6 = 30 7 31 8 Scale = 1:68.4 15 14 .- 12 11 3x6 = 2x4 II 3x6 = 5x8 3.00 12 4x6 II - 8-8-0 5x12 = 38-8-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.73 16-17 >634 240 MT26 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -1.02 16-17 >456 180 BCLL 0.0 * Rep Stress Incr YES WB 0.68 Horz(CT) 0.46 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS 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, 7-12 12-16: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Horz 2=237(LC 11) Max Uplift 10=-802(LC 12), 2=-920(LC 12) Max Grav 10=1433(LC 1), 2=1507(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4701/2897, 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 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 Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-870 to 10-5-7, Exterior(2R) 10-5-7 to 16-1-5, Interior(1) 16-1-5 to 28-2-9, Extedor(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. 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. v 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=802, 2=920. 10) This truss'design requires that a minimum of 7/16" structural.wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �����PptUIN 1Oft . i RO 681,82 S OF 4U s ®1/1111�� Jdaquin Velei PE No.68182. MiTek USk,;inc..FL.40'66M 6904 Parke EastBlvd. Tampa FL 33610; fete: ®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 at russ 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 March 12,2021 Job Truss Truss Type Qty Ply LOT 25/1 WATERSTONE d T23171808 2644805 A04S Hip 1 1 Job Reference (optional) buuaers rtrsraource trlanl cny, t-L), rlanr uny, FL - 33bbt, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:41:43 2021 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-paBzm2?2wtO3jvpk?4cWPfrUag4D 1 UDhJ8Hj4xzcl R6 r-1-4.0, 7-3-3 ,8-8-0 12-5-7 19-4-0 26-2-9 30-0-0 �1-4-1$ 38-8-0 1-4-0 7-3-3 TT-13 3-9-7 6-10-9' 6-10-9 3-9-7 1-4-13 7-3-3 Scale = 1:68.0 5x6 = 3x8 = 5x6 = 4 31 32 5 33 34 6 5x8 ZZ 3x8 i 3.00 12 _. 12-5-7 19-4-0 LOADING (psD SPACING-. 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL' 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.77 11 >603 240 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.96 10-11 >485 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.59 8 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 2-14,8-9: 2x4 SP M 31 WEBS 2x4 SP No.3 JOINTS WEDGE Left: 2x4 SP No.3, Right: 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) FORCES. (lb) Max. Comp.lMax. 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=-4487/2841, 7-8=-4729/2936 BOT CHORD 2-14=-2581/4263, 13-14=-1517/2860, 11-13=-1776/3290, 10-11=-1776/3290, 9-1 0=-1 504/2863, 8-9=-2565/4268 WEBS 3-14=-304/400, 4-13=-144/490, 5-13=-654/326, 5-11=6/282, 5-10=-651/319, 6-10=-134/488, 7-9=-315/406, 4-14=-1070/1739, 6-9=-1076/1673 38-8-0 PLATES GRIP MT20 '244/190 Weight: 211 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4-10-0 oc bracing: 8-9 1 Brace at Jt(s): 9 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 12-5-7, Exterior(2R) 12-5-7 to 18-1-5, Intedor(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 joint(s) 2 considers parallel to grain value using ANSI/rPl 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 atjoint(s) except Gt=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. %% P00 QUIN NO 6`81;82 S ATE OF UJ •. .._., 44#5'S�d1VA� ��.i t % Joaqulhvelez P9 616,182. MiTek'USAJnc..FL.Cert 6634. 6904 Parke:iast Blvtl:.Tarnpa FL 336111 Datei March 12,2021 ® 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 p l� iTek• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems,. see ANS11rP/i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 2511 WATERSTONE T23171809 2644805 A05S Hip 1 1 Job Reference (optional) 1W Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:41:45 2021 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-IZJkAkIISVfnzDz67Ve_U4npPU19VTR_mSmg8gzc1R4 r1 4-0, 4-6-11 8-8-0 14-5-7 19-4-0 24-2-9 30-0-0 34-1-5 3%8-0 1-4-0 4-6-11 4-1-5 5-9-7 4-10-9 4-10-9 5-9-7 4-1-5 4-6-11 6.00 12 5X8 3.00 F12 LOADING (pso 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 *Except* 8-10: 2x4 SP No.1 BOT CHORD 2x4 SP M 31 *Except` 13A5,11-13: 2x4 SP No. 1, 16-17: 2x4 SP No.2 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, 10=Mechanical Max Horz 2=319(LC.11) Max Uplift 2=-922(LC 12), 10=-804(LC 12) Max Grav 2=1736(LC 17), 10=1666(LC 18) 5x6 = 3x4 = 5x6 = 30 6 31 327 5X8 Scale = 1:69.3 SI. DEFL. in (loc) I/defy L/d PLATES GRIP TC 1.00 Vert(LL) 0.69 14-15 >675 240 MT20 244/190 BC 0.93 Vert(CT)-1.1512-14 >402 180 MT26HS 187/143 WB 0.48 HofZ(CT) 0.59 10 n/a n/a Matrix -AS Weight: 223 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 4-9-0 oc bracing: 10-11 WEBS 1 Row at midpt 4-14, 8-12 0 FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. . TOP CHORD 2-3=-5540/2966, 3-4=-5388/2826, 4-5=-3237/1827, 5-6=-2892/1734, 6-7=-2803/1721, 7-8=-3139/1821, 8-9=-5183/2815, 9-10=-5362/3020 BOT CHORD 2-15=-2614/5237, 14-15=-2303/4857, 12-14=-1381/3005, 11-12=-2285/4457, 10-11=-2646/4849 WEBS 4-15=-532/1425, 4-14=-2055/1154, 5-14=-510/1158, 6-14=-338/240, 6-12=-337/243, 7-12=-510/1162, 8-12=-1958/1158, 8-11=-551/1341, 9-11=-143/276 C 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 Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 14-5-7, Extedor(2R) 14-5-7 to 20-1-5, Intedor(1) 20-1-5 to 24-2-9, Extedor(213) 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 showh covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. r 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (it --lb) Conti?f %W-od We@@42 PQUI N N:O• 681:8.2 i • S Of 4U III WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5f19/2020 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 ANSI11711 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 March 12,2021 Job Truss Truss Type Qty Ply LOT 25/1 WATERSTONE T23171809 2644805 A05S Hip 1 1 Job Reference (optional) �U W116 tndrn �ay, rr-1, ridm i,ity, rL - aaao r, 8.43U s Feb 12 2021 MiTek Industries, Inc. Thu Mar. 11 09:41:45 2021 Page 2 NOTES - I D:hKY 1 ep9FiDwfFyJCybTuLLyv92?-IZJkAk1 ISVfnzDz67Ve_U4npPUjgVTR_mSmg8gzcl R4 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verify design parameters and READ NOTES CN •THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTgk• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Critede, 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 25/1 WATERSTONE I T23171810 2644805 A06S Hip 1 1 Job Reference (optional) 1-4-0 ce trianr Giry„r Ly,, vlanr Gny, t-L - JJbb r, 8.430 s Feb 12,2021 MiTek Industries, Inc. Thu,Mar 11 09:41 A7 2021 Page 1 ID:hKY1ep9FiDwfFl 16-5-7 22-2-9 7-9-7 5-9-2 5x6 = 6x8 = 6.00 12 a 30-0-0 7-9-7 Scale = 1:69.9 5x8 ZZ Sx8 3.00 12 16-5-7, 30-0-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.73 10-11 >635 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.98 10-11 >471 180 BCLL 0.0 * Rep Stress Incr YES WB 0.78 Horz(CT) 0.62 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS 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, &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, 7-11=-2084/1441,7-10=-561/1113 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 Extedor(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(2R) 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 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 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 atjoint(s) except (jt=lb) 2=922, 9=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 aoolied directly to the bottom chord_ •.�\ G E N S� i No 68182 cc 'ST .�. 1110 lU1�I111�1� Joaqulir..ele PE No.68182 MfTek USkInc..FL W 66M _ °6M04 Parke Easf Blvd. farrlpa FG33610 Date: ® 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/rP/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 March 12,2021 Job Truss Truss Type Qty Ply LOT 25/1 WATERSTONE. T23171811 2644805 A07 Hip 1 1 Job Reference (optional) Na t aii any r�/, ripui i ny, FL - 0000/, 8.43U s I-eb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:41:50 2021 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-6w6dER5RG1H43 r4v3E9BBUhbVQoAfvgwjTbglzc1R? 1-4-0 7-3-3 8-8-0 13-1-12 18-5-7 20-2-9 25-65 30-0-0 . 1-4-1 38-8 0 0-0- 1-4-0 7-3-3 4-13 4-5-12 5-3-12 1-9-2 5-3-12 4-5-12 -4-13 7-3-3 1-4-0 6.00 12 5x8 :�: 3.00 12 8-8-0 5x6 = 3x4 = 5x6 = 30-0-0 5x8 ZZr Scale = 1:71.5 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 0.90 BC 0.90 WB 0.79 Matrix -AS DEFL. in (loc) I/deft L/d Vert(LL) 0.75 15-17 >619 240 Vert(CT) -1.15 15-17 >404 186 Horz(CT) 0.60 11 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 203 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied. 16-17: 2x4 SP No.2 WEBS 1 Row at midpt 5-15, 8-14 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-408(LC 10) Max Uplift 2=920(LC 12), 11=-920(LC 12) Max Grav 2=1503(LC 1), 11=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4716/2698, 3-4=4518/2625, 4-5=-4541/2689, 5-6=-2208/1449, 6-7=-1924/1372, 7-8=-2208/1439, 8-9=-4537/2717, 9-10=-4515/2655, 10-11=-4714/2727 BOT CHORD 2-17=-2274/4451, 15-17=-1302/2727, 14-15=-730/1924, 13-14=-1348/2682, 11-13=-2334/4252 WEBS 3-17=-185/276, 5-17=-1023/2083, 5-15=-1137/814, 6-15=-448/786, 7-14=-447/783, 8-14=-1068/821,8-13=-1037/1943,10-13=-206/275 0 ,,lllil'1llII NOTES- ,��%%PQL1I N 1) Unbalanced roof live loads have been considered for this design. �` , •� G E>'N 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 18-5-7, Extedor(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 zone;C-C for members and forces & MWFRS for a ;� NO 6,81.82 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 specificAd to the use of this truss component. ;r Provide �� � 4) adequate drainage to prevent water ponding. � ST O F 5) All plates are MT20 plates unless otherwise indicated. * �W* O 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. it .h(�All 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 fit between the bottom �t �I� will chord and any other members. 8) Bearing at joints) 2, 11 considers to ANSI/TPI parallel grain value using 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ot=lb) Joaquln-Velez PE No.6$182.. 2=920, 11=920. MiTek USA, Inc. FL.000634. 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 Parke East Blvd. Tampa:FL 3361Q sheetrock be applied directly to the bottom chord. �2tb March 12,2021 ® WARNING. Verify desidn parameters and READ NOTES ON THIS AND, INCLUDED MITEK REFERENCE PAGE Mll-7473 5N 9/2020 BEFORE rev. 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 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 ANS11TPI1 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 25/1 WATERSTONE T23171812 2644805 A09 Roof Special 9 1 Job Reference (optional) IL o.— a reu I L LVL I IVII I CR IIIUUSl11CJ, IIIG. I nu lwar I I UVA I fO 14UL 1 rage I ID:6gDIOH2OVegl Nkl sxoNemzyuULB-a7g?Rn531 LPxh8QGTmlOkL1 v6umQv6gs8ND8MTzc1 R_ r1-4-0, 6-1-14 8-8-0 13-1-12 19-4-0 25-6-4 30-0-0 32-a 2 38-8-0 AO-O-q 1-4-0' 6-1-14 2-6-2 I 4-5-12 .6-2-4 6-2 4 4-5-12 2-6-2 6-1-14 ,) 5x6 6.00 12 5x8 ::� 3.00 12 5x8 ZZ 3x8 MT20HS \\ 3x8 MT20HS // 22-4=9 38-8-0 Scale = 1:73.0 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 0.73 BC 0.93 WB 0.81 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Ildefl L/d 0.68 12-13 >679 240 -1.04 15-16 >447 180 0.60 10 n/a n/a PLATES MT20 MT20HS Weight: 204lb GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 2-16,10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-425(LC 10) Max Uplift 2=-920(LC 12), 10=-920(LC 12) Max Grav 2=1722(LC 17), 10=1723(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5622/2754, 3-4=-5408/2617, 4-5=-5444/2742, 5-6=-2849/1664, 6-7=-2785/1657, 7-8=-5124/2728,8-9=-5091/2615, 9-10=-5318/2762 BOT CHORD 2-16=-2341/5438, 15-16=-1322/3351, '13-15=-688/2179, 12-13=-1347/2978, 10-12=-2373/4834 WEBS 6-13=-605/1299, 7-13=-1127f775, 7-12=-1056/2300, 6-15=-602/1358, 5-15=-1193/771, 5-16=-1065/2498 `'��llllll//III NOTES- 1) Unbalanced live loads have been A��PQUIN. VtC<If�jl roof considered for this design.;.`G 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. 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, Extedor(2R) �� .'' �. F 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 a •�:* plate gripDOL=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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load noriconcurrent with live loads. Q F any other 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 0 (V� ittT �� Q` •�?, wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. . � Q 7) Bearing at joints) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to formula. Building designer �,� � -f3 _`�,�; �'j SSA grain should verify ` capacity of bearing surface. ! \ �10, ..14 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1.00 lb uplift at joint(s) except (jt=1b) ON.Ak- 2=920, 10=920. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and,1/2" gypsum Joaquin Velez PE No:66182. MfTek USA,.Inc. FL:68(t 6634 sheetrock be applied directly to the bottom chord. _ 6904 Parke East Blvd: Tarilpd: FL 33610: Date: March 12,2021 ® WARNING -Verify desigmpammelers and READ NOTES ON THIS ANQ,INCLUDED MITEK REFERENCEPAGE MII.7473 rev. 511912020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1T'PI1 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 2511 WATERSTONE T23171813 2644805 A10 ROOF SPECIAL 1 1 Job Reference o liana/ trro... —Ly, ­/, ridm uny, rL - aaaO1, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:41:52 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuULB-2JENe76hoeXoll?T1 TGdHZa5ni 6ieZ40N 1 zhtwzcl Qz 19-8.0 1-4-0 6-1-14 8-8-0 13.1-12 19-0-0 19 - 22-4-9 25-6-4 30-0.0 32-fi-2 38-8-0 0-0- 1-40 6-1-14 2-6.2 4-5.12 5-10.4 0-4- 2-8.9 3-1-i t 4-5-12 2-6-2 1-4-0 0-4-0 Scale = 1:78.2 6x12 MT20HS = 6.00 12 5x8 � 3.00 12 5x8 zz- 3x8 MT20HS \\ 3x8 MT20HS // 8-8-0 LOADING (pso TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020lrP12014 CSI. TC 0.67 BC 0.93 WB 0.81 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) 0.63 12-13 >734 240 Vert(CT) -0.97 15-16 >478 180 Horz(CT) 0.57 10 n/a nla PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 204 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4,8-11: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 *Except* 14-16,12-14: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=422(LC11) Max Uplift 2=-920(LC 12), 10=-920(LC 12) Max Grav 2=1723(LC 17), 10=1723(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5622/2755, 3-4=-5419/2622, 4-5=-5446/2735, 5-6=-2852/1663, 6-7=-2787/1656, 7-8=-5129/2726, 8-9=-5104/2623, 9-10=-5321/2765 BOT CHORD 2-16=-2342/5436, 15-16=-1321/3348, 13-15=-704/2200, 12-13=-1348/2977, 10-12=-2376/4838 WEBS 6-13=-589/1274,7-13=-10981756,7-12=-105212299,6-15=-585/1331,5-15=-1162/752, will .III1i1 ti 5-16=-1058/2496 1 NOTES- 1) Unbalanced roof live loads have been considered for this design. -''\ �• �C`••, 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; T,CDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. i, Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extericr(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Exterior(2R) a ,� No. 6.8-182 19-4-0 to 23-4-0, Interior(1) 23-4-0 to 40-0-'O zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 >� ' ' >tt plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ^(y, to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. ' $T 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O •��- 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 wideio will fit between the bottom chord and any other members, with BCDL = 10.0psf. ��► S "'" �� 7 Bearingat hints 2, 10 considers parallel to rain value using ANSI/TPI 1 angle to p g formula. Building designer N rain should verify g 9 g 9 9 y capacity ofbearingsurface. ���j��,�i,Iill'i 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) JoagUGi;Veltaz PE.No.68182 2=920, 10=920. MM USA„Inc F.L.CM66M 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 "6904 Pefke.nst•Blvd7artlpaFL33610 sheetrock be applied directly to the bottom chord. Dater March 12,2021 ® WARNING - Verify desidn 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 ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component Blvd. e East ast Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke E Job Truss Truss Type Qty Ply LOT 25/1 WATERSTONE T23171814 2644805 All Hip Truss 1 1 Job Reference (optional) BUIIderS FIrS-OUfce (Plant City, FL),. Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:41:53 2021 Page 1 4-0 17-00 -80I D:20VQZHing7x9G5M9NmJaIQz3Stx-WVolsT7KZyfwRafbBospm6 Ct iTcNOE9chiFQMzcl Qy -0 30-0-0 80 00 11--4 -0 8-4-0 4-8-4-0 8=8-0 -0 Scale = 1:71.5 5x8 = 6.00 12 5x6 = 5xB ::�- 3.00 12 5x8 ZZ 8-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud, PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.67 12-13 >688 240 MT20 244/190 TCDL 7.0 Lumber DOL 1:25 BC 0.89 Vert(CT) -0.99 12-13 >471 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0:81 Horz(CT) 0.60 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 192 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied: 1-3,6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 3-12. 6-10 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-378(LC 1 o) Max Uplift 2=-920(LC 12), 7=-920(LC 12) Max Grav 2=1503(LC 1), 7=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4702/2750, 3-4=-2447/1561, 4-5=-2115/1531, 5-6=-2439/1563, 6-7=-4702/2780 BOT CHORD 2-13=-2312/4382, 12-13=-2173/4078, 10-12=-905/2113, 9-10=-2230/3944, 7-9=-2373/4237 WEBS 3-13=-448/1204, 3-12=-2102/1348, 4-12=-333/764, 4-10=-260/267, 5-10=-350/715, 6-10=-1964/1367, 6-9=-461/1161 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 17-0-0, Extedor(2E) 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 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designed should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=920, 7=920. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. IN IV . RD q,81. 82 �?O S OF : �44/ Al F1 O _ JOaquln.Vefe PE.No.68182 Mijek USklnc. FL:Cert.6634 . . 69040arke.EastBlvd.TampaFL MO,, Date: March 12,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473'rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 2511 WATERSTONE' 2644805 Al2 Hip Truss 1 1 T23171815 rs„trot c r, tS Job Reference o tional Irs ource (Plant Cdy, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:41:54 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-_iM73p8yKGnVYb9r8uJ5M_fLP6pr6XrJrLSoyozcl Qx 1 4-0 7-3-3 8-8-0 15-0-0 23-8-0 30-0-0 1-4-1 38-8-0 0-0- 1-4-0 7-3-3 -4-14 6-4-0 8-8-0 .6-4-0 -4-14 7-3-3 1-4-0 Scale = 1:71.5 5x6 = 6.00 12 3x4 = 5x6 = 256 26 7' 27 5x8 :::: 3.00 12 5x8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20201TP12014 CSI. TC 0.98 BC 0.89 WB 0.54 Matrix -AS DEFL, Vert(LL) Vert(CT) Horz(CT) in floc) 1/defl Ud 0.67 12-13 >695 240 -1.08 13-15 >432 180 0.61 10 n/a n/a PLATES_ MT20 MT20HS Weight: 197lb GRIP 2441190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 *Except* BOT CHORD Rigid ceiling directly applied. 14-16,12-14: 2x4 SP No.1 WEBS 1 Row at midpt 4-15, 8-13 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=337(LC11) Max Uplift 2=-920(LC 12), 10=-920(LC 12) Max Grav 2=1734(LC 17), 10=1734(LC 18) FORCES. (lb) -Max. Comp./Max.'Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5543/2805, 3-4=-5388/2778, 4-5=-3176/1752, 5-6=-2777/1655, 6-7=-2686/1672, 7-8=-3024/1.744, 8-9=-5139/2808, 9-10=-5299/2836 BOT CHORD 2-16=-2373/5262, 15-16=-2178/4950, 13-15=-1205/2899, 12-13=-2234/4475, 10-12=-2434/4780 WEBS 4-16=-575/1499, 4-15=-2167/1162, 5-15=-476/1113, 7-13=-417/1089, 8-13=-2072/1187, 8-12=-579/1408, 6-15=-318/221, 6-13=-282/197 illI11111 NOTES- 'PCM 1) Unbalanced roof live loads have been considered for this design. ,��%� ,0 '� p E !U S 'is 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 F II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extericr(2E) -1-4-0 to 2-8-0, Interior(!) 2-8-0 to 15-0-0, Extefior(2R) 15-0-0 to 20-7-14, Interior(!) 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 and farces & MWFRS'for reactions shown; Lumber DOL=1.60 DOL=1.60 : NO 681,82 ;; plate grip 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. Provide 4) adequate drainage to prevent water ponding. OF 5) All plates are MT20 plates unless otherwise indicated. �O 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-(3-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, BCDL = 10.0psf. �i �` •'�� R + Q `'�� �I� SS � • � •' �:♦ with ` 8) Bearing at joint(s) 2, 10 considers parallel to value using ANSIITPI 1 to formula. � �� grain angle grain Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others).of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Joa4ulh-Velez PE No.661.62 2=920, 10=s20. 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 Mi(ekUS-kinc FL:Cert6634 :6904 Parke, East Blvd. TarllpaFL 33610 sheetrock be applied directly to the bottom chord. Date; March 12,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE -PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -and Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, 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 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 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 25/1 WATERSTONE 6 T23171816 2644805 A13 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:41:56 2021 Page 1 ID:20 VQZHln97x9G5M9NmJalQz3Stx-w4TuUU9Cst1 DnvJEGJLZRPkivvSjaKOblfxvOhzct Qv r1 4 0, 8 8-0 13-0-0 19 4-0 25-8-0 30-0-0 38-B-0 p0.0 0 '1-4-0' 8-8-0 4-40 6-4-0 6 4-0 4-4-0 8 8-0 T4� 6.00 12 5x6 = 22 2x4 II 235 24 25 5x6 = 5x8 ::7 3.00 12 5x8 LOADING (pso 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* 1-3,7-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 12-13: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=295(LC 10) Max Uplift 2=920(LC 12), 8=-920(LC 12) Max Grav 2=1503(LC 1), 8=1503(LC 1) 19-4-0 38-8-0 Scale = 1:71.5 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.92 Vert(LL) 0.71 11-13 >650 240 MT20 244/190 BC 0.99 Vert(CT) -1.15 11-13 >404 180 MT20HS 187/143 WB 0.94 Horz(CT) 0.58 8 n/a n/a Matrix -AS Weight: 182 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4679/2740, 3-4=-4601/2963, 4-5=-3124/2021, 5-6=-3124/2021, 6-7=-4598/2993, . 7-8=4676/2771 BOT CHORD 2-13=-2299/4258, 11-13=-1343/2692, 10-11=-1370/2691, 8-10=-2359/4213 WEBS 3-13=-360/488, 4-13=1281/2130, 4-11=-252/683, 5-11=-372/410, 6-11=-252/684, 6-10=-1299/2000, 7-10=-367/487 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 Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(21R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 25-8-0, Exterior(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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 pisf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ` 8) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=1b) 2=920, 8=920. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. `VIN N..6 6818.2 F �Ll* =per ♦*�,�5 I� R 1 p ��,`�� 14111�111.11� Joaquln.Veiez PE No.68182. MiTek USA,.Inc. FL Cert 66M 6904 Parke, East Blvd. Tampa FL 33610 Date: March 12,2021 -- ® 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 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 Jab Truss Truss Type Qty . Ply LOT 25/1 WATERSTONE: T23171817 2644805 A14 Hip Truss 1 1 Job Reference (optional) t...... y, rL/, ..nrn Uny, rL - 33567, 8.430 s I-eb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:41:57 2021 Page 1 I D:20 VQZHIn97x9G5M9NmJaIQz3Stx-OH 1 GigAgdB94P3tQgl sozcHt2JpiJpNIXJgSZ7zcl Qu 1-44 8-8-0 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 Scale = 1:70.2 5x6 = 6.00 12 5x8 = 5x6 = 22 23 5 24 25 6 2x4 II 7 5x8 3.00 12 5x8 8-8-0. 19-4-0 30-0 8-8-0 in-a-n LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft ' Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.76 11 >610 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.18 11-13 >394 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.57 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 177 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied. 12-13: 2x4 SP No.2, 10-12: 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=254(LC 10) Max Uplift 2=-920(LC 12), 8=-920(LC 12) Max Grav 2=1503(LC 1), 8=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4668/2712, 3-4=-4567/2968, 4-5=-4042/2516, 5-6=-4042/2516, 6-7=-4562/2997, 7-8=-4663/2743 BOT CHORD 2-13=-2268/4204, 11-13=-1641/3170, 10-11=-1657/3169, 8-10=-2328/4199 WEBS 3-13=-317/493, 4-13=-1116/1776, 4-11=-504/1101, 5-11=-494/530, 6-11=-503/1103, 6-10=-1129/1681,7-10=-327/490 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,,%�� PQV I N 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. ,��.��G E Jv 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, Extedor(2R) ," �, i 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 27-8-0, Extedor(2R) 27-8-0 to 33-3-14, Interior(1) 33-3-14 to 40-0-0 zone;C-C for members 0 and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 N.O.681 R 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. e 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads $ F . 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 wideT� will fit between the bottom chord and any other members. �r'� •'�, ._R 8) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capaci of bearing surface. 9 Provide mechanical connection b others of truss to bearing late capable of withstanding 100 lb uplift at joints except ) (Y ) 9 P P 9 P 1 O p (jt=1b) 2=920, 8=920. JO.iquln. I PE No.B$182.. 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 MIT6k USA'„IrIC FL Cert.663d . sheetrock be applied directly to the bottom chord. 6904 P.4,9 ad -Blvd: TampgF133-61G Date: March 12,2021 ® WARNING - VerBy desldnparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 611912020 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, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 25/1 WATERSTONE T23171818 2644805 A15 Hip Truss 1 1 Job Reference (optional) Builders Firstbource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu.Mar 11 09:41:58 2021 Page 1 ID:20VQZHln97x9G5M9NmJaIQz3Stx-tTbevABSOUHx1 DScNkN1 Wgg44j9s2H3ulzQO5Zzc1 Qt r1 4-0, 6-2-7 9-0-0 15-10-11 22-9-5 29-8-0 32-5-9 38-8-0 p0-0-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 6x12 MT20HS _ 6.00 12 3x8 i 3.00 12 26 4x6 = 27 5 28 4x6 = 22-9-5- 7x10 = b 29 30 6x12 MT20HS = 3x8 Scale = 1:70.2 LOADING (pso SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.99 13-15 >468 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 V6rt(CT) -1.24 13-15 >374 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.62 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 220 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6,6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 *Except* WEBS 1 Row at midpt 4-15. 7-13 2-16,9-12: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 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) 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, 4-1 5=-1 061/1874, 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, 1nterior(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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s),2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=1b) 2=920, 9=920. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,`,�tt1111117//j�,,' ,%0 PQUIN VFL ji. N,9 68182 .ram • �� 5� S OF i�T C JoaqulmUelez P9 No:68182 MiTek USA,:Inc. FL Cert.6634 "6904-Parke.East Blvd. Tampa I-33610 Date: ® 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 iVliTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI117P/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 March 12,2021 Job Truss Truss Type Qty Ply LOT 25/1 WATERSTONE "I IT23171819 2644805 A16 Hip Truss 1 .j J Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:00 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-psjPKsCjw6XfGWc?V9QVbFvQrXg2WFkBDHv69Szc1 Qr r1-4-0 5-4-10 7-0-0 13-3-0 19-4-0 25-5-0 31-8-0 33-5-7 38-8-0 p0-0-q 1-4-0 5-4-10 1-7-6 6-3-0 6-1-0 6-1-0 6-3-0 1-9-7 5-2-9 1-4-0 5x6 = 5x8 = 5x6 = 5x8 = 6.00 12 5x6 = 2x4 -� 4 24 5 25 6 26 7 27 8 5x8 = 46 ::� 3.00 12 2x4 4x6 ZZ Scale = 1:70.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 1.54 14 >302 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.59 14 >292 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr . NO WB 0.51 Horz(CT) 0.70 10 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -MS Weight: 530 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4=5-12 cc purlins. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. 2-17,10-12: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Hors 2=172(LC 6) Max Uplift 2=-2125(LC 8), 10=-2125(LC 8) Max Grav 2=3590(LC 13), 10=3590(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1244516975, 3-4=-12843/7217, 4-5=-12645/7110, 5-6=-19330/11281, 6-7=-19330/11281, 7-8=-12520/7110, 8-9=-12717/7217, 9-10=-12326/6975 BOT CHORD 2-17=-6228/11536, 16-17=-9992/17781, 14-16=-9992/17781, 13-14=-9992/17625, 12-13=-9992/17625, 10-12=-6225/11299 WEBS 4-17=-2607/4995, 5-17=-5477/3321, 5-16=0/391, 5-14=-1120/1856, 6-14=-804/775, 7-14=-1120/1858, 7-13=0/391, 7-12=-5476/3321, 8-12=-2607/4943, 3-17=-548/950, 9-12=-551 /962 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 cc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-4-0 cc, Except member 17-5 2x4 - 1 row at 0-9-0 cc, member 5-16 2x4 - 1 row at 0-9-0 cc, member 14-5 2x4 - 1 row at 0-9-0 cc, member 6-14 2x4 - 1 row at 0-9-0 cc, member 14-7 2x4 - 1 row at 0-9-0 cc, member 7-13 2x4 - 1 row at 0-9-0 cc, member 12-7 2x4 - 1 row at 0-9-0 cc, member 17-3 2x4 - 1 row at 0-9-0 cc, member 12-92x4 - 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; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ' to the use.of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf 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. 10) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ContOkmar vl aWmEoinct surface. ,"11111111///I, PpUIN. VFW N:o, W 82 :1 S OF 1/Ili/l JoaquUt Velez PE.No.88182. Well: USA;;inc..FL.Cert 6634 "6904PAk i ai Blvd. Tampa}FL 33610 Dater March 12,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19/2020 BEFORE USE.• Design valid for use only with 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/rPlt 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 2511 WATERSTONE T23171819 2644805 A16 Hip Truss 1 q J Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:4200 2021 Page 2 NOTES - I D:20VQZHIn97x9G5M9NmJalQz3Stx-psjPKsCjw6XfG We?V9QVbFvQrXg2 WFkB DHv69Szcl Qr 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s), except (jf=1b) 2=2125, 10=2125. 12) Girder carries hip end with 7-0-0 end setback. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at 31-8-0, and 802 lb down and 391 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ` LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-54, 4-8=-112(F=-58), 8-11=-54, 18-28=-20, 17-28=-42(F=-22), 12-17=-42(F=-22), 12-29=-42(F=-22), 21-29=-20 Concentrated Loads (lb) Vert: 28=-475(F)' 29=-475(F) ® WARNING -Verify tlesign 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 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 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 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 25/1 WATERSTONE ° T23171820 2644805 B01A GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:01 2021 Page 1 ID:2HENbgKpKuCLMGubem975!yKvFi-H2HnXCDLhPgWugBB3sxk8SRkMwOjFoaKSxegiuzcl Qq -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 = 1:25.4 46 = Ih 0� 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 12-8-0 12-8-0 Plate Offsets (X,Y)-- _[2:0-4-0 0-3-1],[3:0-5-2;Or1-0] [9:0-5-2 0-1-0] [10:0-4-0 0-3-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 11 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 11 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Hcrz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 64lb 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 P BOT CHORD Rigid ceiling directly applied or 1070-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-8-0. (lb) - Max Horz 2=-144(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 16,12 except 2=-198(LC 12), 10=-198(LC 12), 15=-128(LC 12). 13=-128(LC 12) Max Grav All reactions 250'lb or less at joint(s) 2, 10, 14, 15, 16, 13, 12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-83/252, 6-7=-83/252 WEBS 5-15=-130/293, 3-16=-156/266, 7-13=-1321294, 9-12=-156/266 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E).-1-4-0 to 2-8-0, Extedor(2N) 2-8-0 to 6-4-0, Corner(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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable requires Continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 cc. 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) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 16, 12 except Qt=lb)2=198,10=198,15=128,13=128. ``�►IIY11'/111j QUIN iV.o' '68182 *,'- •_ it . March 12,2021 ® 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 iVliTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD'20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 25/1 WATERSTONE T23171821 2644805 B02 Common 5 1 Job Reference o tional ouauera rusrOumce tndm GKy, FL), riam Lary, FL - aanb /, - 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:02 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-IEr9lYEzSjoNVgtpOcaSzgg_pxKdLFWUgbODELzc1 Qp 1-40 6-4-0 12-8-0 14-01 1-4-0 - 6-4-0 8-4-0 - 1-4.0 5x8 = Scale = 1:24.7 I� 0 3x4 = 3x4 = - 12-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.08 6-12 >999 240 M_ T20 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 WS 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=0-6-0 Max Horz 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-CCorner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 6-4-0, Corner(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 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 atjoint(s) except at=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 sheetrock be applied directly to the bottom chord. ��►II11F7l�t� • N;o, '66182 OF I �111:11'11itO Joaquin Velez FE:No:69182 MiTek IJ.S11„Inc: FL.Gert 6634 . 6904 Parke.East.Biv(1: TarnpafL 33610 Date: March 12,2021 -- WARNING-Verify� . ® , des ign parameters and READNOTES ON THIS AND INCLUDED MITEK REFERENCEPAGE.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 ANSUrP1I quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty 2511 WATERSTONE r T23171822 2644805 B06 Common 2 rTJ'oob'l eference o tional Builders rtrstsource (Plant city, FL), P iant clty, I-L - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu:Mar 11 09:42;02 2021 Page 1 I D:20VQZHIn97x9G5M9NmJalQz3Stx-IEr9lYEzSjoNVgm0caSzgg_oxKbl_FVUgbODELzct Qp -1-4-0 6-4-0 12-8-0 1-4-0 6-4-0 6-4-0 5x8 = 3x6 = 3x6 = Scale: 1/2"=1' LOADING (pso SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.10 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.09 5-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB . 0.11 Horz(CT) 0.01 4 file n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 47 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 4=0-8-0, 2=0-8-0 Max Horz 2='152(LC 11) Max Uplift 4=257(LC 12), 2=-385(LC 12) Max Grav 4=465(LC 1), 2=544(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-668/861, 3-4=-6521853 BOT CHORD 2-5=-554/542, 4-5=-554/542 WEBS' 3-5=-63/284 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, Corner(3R) 6-4-0 to 10-4-0, Exterior(2N) 10-4-0 to 12-8-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=257, 2=385. 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 sheetr`ock be applied directly to the bottom chord. its IIIIII 1 PQuirv. V •,,j N;o '661'82_ March 12,2021 ® 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 AN311rPll 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 25/1 WATERSTONE ' � T23171823 2644805 C1 Jack -Open 7 1 Job Reference (optional) .. , .........r, . -r, , ,..,,, v,.r, , . - v , 1'-4-0 o.vou D rUU I LUL r IVII I UK rnUUJU1e5, MU. i nu iviar i -i uu:4L:ud [UZ1 rage 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-DROXyuFbClwE7_LaAHzCDtX2Rk4tiRdvF7mmnzcl Qo 0-11-4 Scale = 1:7.6 ndre Uusau to r I-- t[:U-U-4 CogeJ - LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud 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 FBC2020rrP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or,0=11-4 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 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 atjoint(s) 3, 4 except Qt=lb) 2=227. is IN �V�'���i . No 68182 ,. :� S OF /Ls March 12,2021 ® 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 sahown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parametersnd 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 ANS11rPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 25/1 WATERSTONE • T23171824 2644805 C1P JACK -OPEN 4 1 Job Reference (optional) irstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:04 2021 Page 1 ID:oHYiRCdpcl quXgUg6?i PJRzdjtT-hdyvAEGDzK2518wmk? URm53DA8QBSAhn8vtKlDzcl Qn -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 0-11-4 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft - Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 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 WS 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=91(LC12) Max Uplift 3=6(LC 9), 2=-246(LC 12), 4=-23(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (Ib) 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=4Oft; eave=4f; 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 atjoint(s) 3, 4 except (jt=lb) 2=246. %%%,CQUIN No :6,81`82 ZU Joaquln VeIeYPE No.88182 MITek USA„ I ic. FL. Wt 6634 6904 FiW EastBlvd. Tampa F 33610. Date: March 12,2021 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII-7473 rev. 5I19I2020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-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 Truss Truss Type Qty Ply LOT 25/1 WATERSTONE T23171825 2644805 C1S JACK -OPEN 1 1 Job Reference (optional) __..___._... ------ ._... _... .,.... ....,, ........,, U."Qua r—-—I IVII IUK IIIUUJUIC], 111c. InU Mar I I UU:4Z:U4 ZUZ1 rage1 I D:mMq 1 pKnMQsfOZioRmROHYC2M W VQ-hdyvAEGDzK2518wmk?URm53108QgSAhn8vtKlDzcl Qn 0-11-4 0-11-4 m 6 3 2x4 = '0-11-4 LOADING (psf) SPACING- 2-,0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.02 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 FBC2020/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:6.9 PLATES GRIP MT20 244/190 Weight: 3 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. N OTES- 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 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. ' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. WIN VF��i �. Ei,NFWP No 681'82 -53 OF • 4U ,0� •;� P • w�•`OR I as FL 3361Q March 12,2021 ®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 passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB-89 and 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 25/1 WATERSTONE • T23171826 2644805 C1V Jack -Open Truss 4 1 Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 6.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:05 2021 Page 1 I D:20VQZHI n97x9G5M9NmJalQz3Stx-9p WINZGrkeAyMlVyl i?gl I cOwYmLBdwwMZctrfzct Qm -1-4-0 0-114 1-4-0 0-114 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.32 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a rile BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid -ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC12) Max Uplift 3=-4(LC 9), 2=-211(LC 12), 4=-14(LC 1) Max Grav 3=18(LC 12), 2=158(LC 1), 4=41(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; 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 at=lb) 2=211. i No '68182 r r �3. :•• `S A F •: �4! 1101/1'j1�, JDayulti Velez PE N6.68182 MITek U.K. Inc. FL Urt.6634 6904 Parke. East Blvd. Tampa FL 3361 D Date: March 12,2021 ® 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 ANSIITPII Quality Criteria, DSB-89 anal 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 25/1 WATERSTONE ' T23171827 2644805 C3 Jack -Open 7 1 Job Reference o tional (Plant City, FL), Plant tarty, PL - 33b67, 8.430 s' Feb12 2021 MiTek Industries Inc. Thu Mar 11 09:42:06 2021 Page 1 ID:20VQZHI n97x9G5M9NmJalQz3Stx-e74gbvH UVylp_R39rQWvrW9Zgx5aw4A4bDMRN6zcl QI -1-4-0 2-114 1-4-0 2-11-4 Scale = 1:12.7 2-11-4 Plate Offsets (X,Y)-- .(2:0-1-4 0-0-2) , ' - 2-11-4 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 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 Code FBC2020lrP12014 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 Harz 2=152(LC 12) Max Uplift 3=-62(LC 12), 2=-183(LC 12) Max Grav 3=70(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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 except at=lb) 2=183. "GIN V EN 40 68182 .' 3 :S OF : 4l 00 ` J,oaquln:Vele PE 146.68182 I14IT6k'40AJ. n, c.. FL Cart 669 69t14 Pafke.East Blvd: Tampa FL33610. Date: March 12,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND.INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2b20 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 ahvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlf Quality Criteria, DSB-89 and 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 25/1 WATERSTONE T23171828 2644805 C3P JACK -OPEN 4 1 Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, -1-4-0 140 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:06 2021 Page 1 I D:oHYiRCdpc1 quXgU,g6?iPJRzdjtT-a?4gbVHUVylp_R39rQ WvrW9Zgx3mw4A4bDMRN6zcl QI Scale = 1:12.7 2-11-4 I 2114 Plate Offsets (X Y)-- . [2:0-0-4 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber COL 1.25 BC 0.24 Vert(CT) 0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; 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 atjoint(s) 3, 4 except Qt=lb) 2=245. P&IN.� �` •••• V0. i Nlo 68182 r `% March 12,2021 Al, WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED-MrrlJ( REFERENCEPAGE MII-7473 rev. 5119/20?0 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from TrussPlate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 2511 WATERSTONE. ' T23171829 2644805 C3S JACK -OPEN 1 1 Job icee (optional) builders FirstSource (Plant Gity, FL),, Plant City, FL - 33567, 2x4 = 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:07 2021 Page 1 ID:mMgl pKnMQsfOZioRmROHYCzMWVQ-6Ce2oFl6GFQfcbeLP728NjhndLOmfXQDgt5_vYzcl Qk 2-11-4 2-11-4 Scale: 1 "=1' 2-11-4 2-11-4 V m N � N Plate Offsets (X,Y)-- [1:Edge,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. -DEFL. in (loc) I/deFl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 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 FBC2020/TPI2014 Matrix -MP Weight: 9lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or2-11-4 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=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. Il; 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 tallby 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 atjoint(s) 1, 2, 3. WIN RO' 681'82 - OF .<C/ ,Inc. FL.Cert.66$4 East Blvd. Tahipa: FL 33610 March 12,2021 ®WARNING - Verify,design parameters and REAR NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE IISE. �• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see ANS//rPll 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 25/1 WATERSTONE 4 T23171830 2644805 C3V Jack -Open Truss 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:08 2021 Page 1 I D:20VQZHing7xgG5M9NmJaIQz3Stx-aOCQ?bJkl ZYWDIDXzrZNwxEvAlm00_gM3XrYR_zc1 Qj -1-4-0 2-11-4 1-4-0 2-11=4 Scale = 1:12.7 Plate Offsets (X,Y)-- [2:0-0-15,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 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 Code FBC2020rrP12014 Matrix -MP - Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-67(LC 12), 2=-174(LC 12) Max Grav 3=72(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; 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 atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=174. �IIIIITI///I N0 681.82 s _ s4ia f March 12,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGE MII.7473 rev. 5/19I2020 BEFORE'USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall buildingdesign. 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 ANS11rPl1 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 LOT2511 WATERSTONE T23171831 2644805 C5 Jack -Open 7 1 Job Reference (optional) ustaource Irian city, t-L), rant city, FL - 3:toti/, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:08 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-aOCQ?bJk1ZYWDIDXzrZNwxEsclh90_gM3XrYR_zc1 Qj -1-4-0 4-11-4 1-4-0 4-11-4 3x4 = 4-11-4 Scale = 1:17.6 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.06 4-7 >943 240 MT20 244/190 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 Weight: 18lb 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=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. BRACING - 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. 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;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) oftruss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 3=128, 2=196. 7) 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. N.9 681. 8.2 On OF Joaquin VeldiaE No.68182 MITek USA,Jnc. FL_COL6634 "6964 Fike.East Blvd. Tatiipa FL 33610, Date: March 12,2021 ® 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 any upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall , A iTek• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/t Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 25/1 WATERSTONE T23171832 2644805 C5P Jack -Open 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:09 2021 Page 1 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-2amoDxJMotgNrvokXY4cT8nzJ9w97RwWHBa5_Rzct Qi -11 0 4-11-4 1 4 0 ' 4-11-4 Scale = 1:17.6 4-11-4 � 4-114 . Plate Offsets (X,Y)-- [2:0-6-0,0-0-61 . LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip ;DOL 1.25 TC 0.81 Vert(LL) 0.18 4-7 >322 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.17 4-7 >354 180 BCLL 0.0 Rep Stress Incr. YES WB 0.00 Hcrz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 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=0-4-0, 4=Mechanical Max Horz 2=214(LC.12) Max Uplift 3=-145(LC 12), 2=-300(LC 12), 4=-81(LC 12) Max Grav 3=120(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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 to2-8-0, 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 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 atjoint(s) 4 �� 'N plate uplift except (jt=lb) 3=145, 2=300. P.Qv 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 �� +'•�:�` S� '.� �i sheetrock be applied directly to the bottom chord. No '68182 y4 � • y1r 9 S - QF `.t0� 4oa4610Velez pt h6 8182. M[Tek USA„Inc.. FL Oblif60-4 6904 Parke,bit Blyd. Tarok K 213616 baler March 12,2021 ®WARNING - Yerify design parameters and READ NOTES ONTHI§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 Ak• 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 iVliTe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TF11 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 25/1 WATERSTONE T23171833 2644805 C5S JACK -OPEN 1 1 Job Reference (optional) (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:10 2021 Page 1 ID:mMglpKnMQsfOZioRmROHYCzMWVQ-WnJAQHK ZAoET3Nw4FbRLJAKZLxsuAfWgKeWtzclQh 4-11-4 4-11-4 I$ 3x4 = N N �l N Scale = 1:16.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in- (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.08 3-6 >749 240 MT20 244/190 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 n/a BCDL 10.0 Code FBC2020rrP12014 Matrix=AS Weight: 16 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD 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. Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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 girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3 except (jt=lb) 2=138. 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. IN' ljF����• i No 68182 `ST OF �U .�� R'•1 p •�Z. Joaquin yele PENIi.86182 MITek USA,Jnc. FL. Nit 6634 69Q4Parlie i adblyd: TampaFL 33610 Date: March 12,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 6I79/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. must design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer t verify the applicability of design parameters and properly Incorporate this design Into the overall WIF 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 truss systems, see ANSI?P11 Quality Crrteria, 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 WATER, STONE ' ' T23171834 2644805 C5V Jack -Open Truss 4 1 Job Reference (optional) Buucers Flrst6ource (Plant City, FL), Plant City, FL - 33567, 3X4 i 8.430 s Feb 12 2021 MiTek; Industries, Inc. Thu Mar 11 09:42:10 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-WnJAQHK_ZAoET3Nw4Fbr?LJASZMxsuAfWgKeWtzcl Qh 4-11-4 4-114 Scale= 1:17.6 LOADING (pso SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.07 4-7 >853 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.07 4-7 >881 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-133(LC 12), 2=-189(LC 12) Max Grav 3=134(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3,-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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 gdp.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 ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=1b) 3=133, 2=189. 8) This truss design requires that a minimum of 1/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ��`%OIUIN.4 /F�1N. ESNft S �Fl N:0. 66162 O g F �7Aii 8. IV -Joaquin:Vele. PE No'6616 MffekllSAJnc:f Wt6634 69t14 Pafke ' i Blvd. Tampa'FL 33610 Date:. March 12,2021 -- ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with 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 MiT�k• is. always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply. LOT 25/1 WATERSTONE • ' T23171835 2644805 D01 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu -Mar 11 09:42:12 2021 Page 1 ID:mMg1 pKnMQsfOZioRmROHYCzMWVQ-S9RxrzME5o2yiMXJCgdJ4mPUWMyZKb4y_8plblzcl Qf i -1-4-0 , 7-0-0 13-6-0 20-0-0 , 27-0-0 1 28-4-0 , ' 1-4-0 ' 7-0-0 6-6-0 6-6-0 7-0-0 1-4-0 NAILED Special NAILED 5x8 = Special NAILED NAILED 3x6 II NAILED NAILED 5x8 = 3 17 18 194 20 21 22 5 46 = 2x4 11 NAILED • NAILED 5x8 = NAILED NAILED . 2x4 II 46 = Special NAILED NAILED Special Scale = 1:48.6 7-0-0 13-6-0 i 20-0-0 i 27-0-0 _ ' 7-0-0 6-6-0 6-6-0 7-0-0 Plate Offsets (X,Y)-- r3:0-5-8,0-2-41,[5:0-5-8,0-2-41,[9:0-4-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 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, >778 186 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.13 6 n/a n/a BCDL 10.0 Code FBC2020rrP12014 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 or 4-3-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-BrO, 6=0-8-0 Max Horz 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, 9710=-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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1:60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. U N V I� 0. F��` 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. * �� ,0 F 6) This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide +" V ✓ . will fit between the bottom chord and any other members. Rl.o 68182 a •;- 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1396, 6=1396. r�r 7it iC "NAILED" Z. 8) indicates 3-1 Od (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 up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the %ST OF �1l` 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). �� AN . V1, • _ �� i���S�* p`�� LOAD CASE(S) Standard * 'R'� ��� 1) Dead Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 s�ONA� Uniform Loads Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20 Joaquln Wei PIE No 68182, MiTek USA,.ilncJL.Cert 6834 69t)4.Pi&tai Blvd.Tanlpa*upo16 Date March 12,2021 continued on. page 2 WARNING-Varify 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 ANSYM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2570 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 313610 Job Truss Truss Type Qty Ply LOT 25/1 WATERSTONE T23171835 2644805 D01 Hip Girder 1 1 Job Reference (optional) esu iaers r-Irsrsource triani coy, t-L), F iant city, rL - 33bbf, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:12 2021 Page 2 ID:mMgl pKnMQsfOZioRmRUHYCzMWVQ-S9RxrzME5o2yiMXJCgdJ4mPUWMyZKb4y_8plblzcl Qf 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(F) 26=-59(F) 27=-59(F) 28=-59(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE:PAGE MII-7473 rev. 5119/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSI117PI1 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 2511 WATERSTONE r T23171836 2644805 D02 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:4213 2021 Page 1 ID:m Mq 1 pKn MQsfOZioRmROHYCzM W VQ-wM?J3JNts5ApKW6VmO9Yd_xj WmJ33Ca5C0Yl7Czcl Qe -1-4-0 6-3-6 9-0-0 13-6-0 18-0-0 20-6-10 27-0.0 1-4-0 6-3-6 2-8.10 '4-6-0 4-6-0 2-8-10 6-3-6 Scale: 1/4"=l' 4x6 = 3x4 = 20 21 5 22 4x6 = cm 0 4 P= 8 4 a 3x6 = 3x8 = 3x4 = 3x8 = 3x6 = i y-U-U 18-0-0 27-0-0 9-0-0 . - 9-0-0 .. ,. 9-0-0 ; Plate Offsets (X,Y)-- . [2:0-6-0 0-0-6] [8:0-6-0,0-0-6] LOADING (pso SPACING- • . 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Veft(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 ,]nor YES WB 0.21 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 128 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 2=0-8-0 Max Horz 2=207(LC 11) Max Uplift 8=-559(1_13 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) 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 Extedor(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 18-0-0, Exterior(2R) 18-0-0 to 23-7-14, Interior(1) 23-7-14 to 27-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 by2-0-0wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=]b) 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. No 68182 'STf�(O F 4U ia,FL 336.10 March 12,2021 -- ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE rPAGE MII.7473 rev. 5/19/2020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing We* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite'203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 25/1 WATERSTONE T23171837 2644805 D03 Hip Girder 1 2 Job Reference (optional) Builders hlrstsource (elant Clty, FL), � Plant City, I-L - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:15 2021 Page 1 5-15 9-9-0 3-6I D`mMgl pK17n-M3-Q0 sfOZio RmROHYCzM WVQ12-tk73T_070jQXZgGttpBOiP 1_AaO7XvNOg61 PB4zcl Qc 214-10-11 27 -0-0 -7-12 -9-0-0 5-1-5 7-5-1-5 Scale: 1/4"=1' 6x8 = ci HTU21 0 3x8 = 6x8 = 19 4 20 5 5x12 = HTU26 3x8 I I 4z10 MT20HS = 2x4 II HTU26-2 7x10 = HTU26 3x8 I I HTU26 5x12 = 1.5x8 STP = HTU26 7x10 = HTU26 HTU26 HTU26 LOADING (psi) 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 FBC2020fFP12014 CSI. TC 0.78 BC 0.67 WB 0.96 Matrix -MS DEFL. in Vert(LL) 0.31 Vert(CT) -0.36 Horz(CT) 0.11 ([cc) I/defl L/d 8-9 >999 240 8-9 >882 180 7 n/a n/a PLATES MT20 MT20HS Weight: 373 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-1 cc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-2-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1=-195(LC 23) Max Uplift 1=-3860(LC 8), 7=-5466(LC 8) Max Grav 1=5966(LC 1), 7=9172(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-12636/8244, 2-3=-10861/6994, 3-4=-9828/6419, 4-5=-1096416823, 5-6=-1212217451, 6-7=-16219/9741 BOT CHORD 1-13=-7250/11211, 12-13=-7250/11211, 10-12=-6570/10793, 9-10=-6570/10793, 8-9=-8651/14513, 7-8=-8651/14513 WEBS 2-13=-1028/1479, 2-12=-1708/1356, 3-12=-2804/4450, 4-12=-1879/782; 4-10=-591/1072, 4-9=-194/647, 5-9=3035/5054, 6-9=-4154/2481, 6-8=-1851/3393 NOTES- 1) 2-ply truss to be connected together with 10d (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 jive 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. ll; Exp C; Encl., GCpi=0'.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are'MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 270-0 wide will fit between the bottom chord and any other members. 10) Bearing at joint(s) 1, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 1=3860, 7=5466. 12) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-10dxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 9-5-3 cc max. starting at 0-4-0 from the left end to 13-10-4 to connect truss(es) to back face of bottom chord. continued on page 2 WIN, i N.D '68182 n, Ok— WARNING - Verify design parameters and READ NOTES ON -THIS AND INCLUDED MITEK REFERENOE 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 +n building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 March 12.2021 Job Truss Truss Type Qty Ply LOT 2511 WATERSTONE T23171837 2644805 D03 Hip Girder 1 Job Reference (optional) --••--•- • •-•---•-- �• •�• ^ ^>• +��• �r, - ����, 6.gau s t-eD 1Z Zun Mt I eK Industries,Inc. I nu Mar 11 09:42:15 2021 Page 2 NOTES - I D:mMq 1 pKnMQsfOZioRmROHYCzM W VQ-tk73T_07OjQXZgGttpBOiP 1_AaO7XvNOg61 PB4zcl Qc , 13) Use Simpson Strong -Tie HTU26-2 (20-1 i]d Girder, 14-10d Truss; Single Ply Girder) or equivalent at 15-11-8 from the left end to connect truss(es) to back face of bottom chord. 14) Use Simpson Strong -Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 17-10-12 from the left end to 25-10-12 to connect truss(es) to back face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1484 Ib,down and 1214 lb up at 6-4-12, 782 lb down and 549 lb up at 8-4-12, and 782 lb down and 549 lb up at 10-4-12, and 782 lb "down and 549 lb up at 12-4-12 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: 1-3=-54, 3.5=-54, 5-7=-54, 1-16=-20 Concentrated Loads (lb) Vert:1=-20(B) 8=-1409(B).18=-1412(B) 21=86(B)22=-160(B) 23=-1484 24=-782 25=-782 26=-782 27=-620(8)28=-1417(B) 29=-1413(B)30=-1413(B) 31=-1409(B) ® 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. AddilidriaI temporary and permanent bracing Mire i(s is always required for stability, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7P/1 Quality Criteria, DSB-89 and BCSI Building Component 69D4 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 25/1 WATERSTONE T23171838 2644805 E4 Roof Special 2 1 Job Reference (optional) Builders FlrstSource (Plant City, FL) lant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:16 2021 Page 1 ID:20VQZHIn97x9G5M9NmJa1Qz3Stx-LxhShKP190YOB g4RWiFFcZG9zSjGbfYumnzkXzc1Qb i -1-4-0 3-8-8 1-4-0 i 3-8-8 1 Scale = 1:14.6 LOADING (psf) SPACING- 2-070 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB .0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 14lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N6.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 2=0-8-0 Max Horz 4=176(LC 12) Max Uplift 3=88(LC 12), 2=-186(LC 12) Max Grav 3=94(LC 17), 4=64(LC 3), 2=220(LC 1) FORCES. (lb) -Max. Comp./Max.'Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-4=-131/382 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0A8; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 3-7-12 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 loadmonconcurrent 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) oftruss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except at=lb) 2=186. N.O. 061.82, T O S. OF <v� O doaquln VekPE No.66182. MiTek USA„ Inc, FL. Ur't M' _' 6904Parke East Blvd. Tampa k 33610 Batt: March 12,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Qualify Criteria, DSB-89 and 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 25/1 WATERSTONE ` T23171839 2644805 E4A Roof Special 2 1 Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42i17 2021 Page 1 ID:20 VQZHln97x9G5M9NmJalQz3Stx-p7FqugQNvKhFo8PG?DDUng6SwNnW?2vh7Q W WGzzc1 Qa 3-8-8 3-8-8 3x4 = 3-8-8 3-8-8 Scale = 1:13.9 Plate Offsets (X,Y)-- 11:0-1-4 Ed e] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. ; in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.03 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.02 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 FBC2020/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1070-0 cc bracing. REACTIONS. (size) 2=Mechanical, 1=0-8-0, 3=Mechanical Max Horz 3=113(LC.12) Max Uplift 2=-100(LC 12), 1=-47(LC 12), 3=-6(LC 12) Max Grav 2=100(LC 17), 1=137(LC 17), 3=66(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. BOT CHORD 1-3=-101/251 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. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 atjoint(s) 2, 1, 3. NOPQWIN �V6J?4' Ru 68gf82 S F 00�T T P .•.��` CI Joatjuln Velez PE N6.68182. MOO USA,:Inc..FL Oei 6694. 6964 0AdtakI31vd..T9m0#L 33610 bate - March 12,2021 Al, 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 bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 25/1 WATERSTONE T23171840 2644805 E7 Jack -Open 12 1 Job Reference (optional) (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:17 2021 Page 1 ID:20VQZHI n97x9G5M9NmJalQz3Stx-p7FqugQNvKhFo8PG?D DUng6lSNfm?2vh7Q W WGzzc1 Qa 14-0 7-0-0 1-4-0 7-0-0 —t R 3x6 = cn m 0 ur ch r%r Scale = 1:23.0 Plate Offsets (X,Y)-- r2:0-0-4,Edge) -u-u LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.22 4-7 >377 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.21 4-7 >389 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hcrz(CT) -0.01 3 n/a file BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied, REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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. 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;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 atjoint(s) except (jt=1b) 3=195, 2=217. 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. .,, Ro 69182 E OF 00, Joaquin Velez PE N6.68162 MITek USA„Inc..FL.Cert 6694 6904 Paake EasfBlvd. Tampa: FL 33610 Date: March 12,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 re9/2 v. 5/1020 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 of trusses and truss systems, see ANS11TPll Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 25/1 WATERSTONE T23171841 2644805 E7P Jack -Open 4 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL-33567, I 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:18 2021 Page 1 I D:oHYiRCdpcl quXgUg6?iPJRzdjtT-HJoC60Q?gep6QH_SYxkjKMgn_okV8rM4G3ciPzc1 QZ 7-0-0 7-0-0 7-0-0 7-0-0 Scale = 1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.89 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: 30 lb 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 atjoint(s) except at=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. IN , VET y���,, �� �•.• �pE•NS• No- 6;818r. -t) S +� ST OFAl 7 R., �% Q �N'% ON Joaquln Velez PE'No.68182. . -MITek USA,. Inc.. FL.Cert 604 6904 Parke.East Blvd' Taropa_-FL 33616 Date: March 12,2021 Al, 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 ANS11TPli 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 25/1 WATERSTONE. T23171842 2644805 E7V Jack -Open Truss 14 1 Job Reference (optional) d , . y, rL/, rndur uny, rL - a000l, 8.43U s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:19 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-IWMaJMRdRxxy2RZf6eFytFSkiBOyTxl_bk?dKrzcl QY 1 4-0 1 4-3-9 7-0-0 1-4-0 4-3-9 2-8-7 I 3x4 M A N Scale = 1:22.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES' GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 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 FBC202O TP]2014 Matrix -AS Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid Ceiling directly applied. WEBS 2x4 SP No.3 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. Comp./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. 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 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) 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 atjoint(s) 5 except (jt=lb) 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 sheetrock be applied directly to the bottom chord. ,,,�11111771/�,�, ��.• P W1N \pE.NS NO 68182 S OF jOR JoaqulrrVeI PE No-A8,1,82 MiTekUSA,.Inc:.FL.GIe '6634 6904 Pa.East Blvd. Tampa FL 33610: Rate: March 12,2021 ® 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 MiT®k* is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 6904 Parke East Blvd. 20601 Tampa, Parke East Job r Truss Truss Type Qty Ply LOT 25/1 WATERSTONE T23171843 2644805 G01S Hip Girder 1 1 Job Reference (optional) �U lrmur uay, rL), want L111y, rL - JODbI, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:20 2021 Page 1 ID:20VQZHI n97x9G5M9NmJalQz3Stx-DiwyXiSGCF3ptb8rgMnCPSkugbg WC KW7pOlAtlzc1 QX 1 4-0 1 3-9-4 7-0-0 9-10-0 12-8-0 15-10-12 19-8-0 1-4-0 3-9-0 3-2-12 2-15-0 2-10-0 3-2-12 3-9-4 46 = 3x4 = 17 5 18 19 4x6 = Scale = 1:35.2 0 c6 Io 3x4 =, 3x8 = 5x8 = 3x4 = 3-9-4 7-0-0 9-10-0 12-8-0 15-10-12 19-9-0 3-9-4 3-2-12 2-10-0 2-10-0 3-2-12 3-9-A Plate Offsets (X,Y)-- r2:0-0-4 Ed e] r8:0-0-4 Ed e] [9:0-2-12 0-3-41 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 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 FBC2020fTP12014 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(LC 8), 2=-1194(LC 8) Max Grav 8=1433(LC 1), 2=1504(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2817/2188, 3-4=-2639/2097, 4-5=-2359/1941, 5-6=-2347/1985, 6-7=-2666/2174, 7-8=-2837/2274 BOT CHORD 2-10=-1869/2481, 9-10=-1906/2486, 8-9=-1953/2510 WEBS 3-10=-289/198, 4-10=-545/849, 5-10=-255/304, 5-9=-271/283, 6-9=-503/863, 7-9=-298/222 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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 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 ,�� ,� •� G prevent water ponding. V F 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 �' ,� NO, 6$1 8?_ will fit between the bottom chord and any other members. a• *. jr '. 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 atjoint(s) except Gt=lb) 8=1097, 2=1194. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 190 Ib down 344 Ib i .S,' F 44/' and 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 10-74, and 190 lb down and 344 lb up at 12-8-0 on �, Z ��, T,(� top chard, and 386 lb down and 279 lb up at 7-0-0, 84 lb down and 28 lb up at 9-0-12, and 84'lb down and 28 lb up at 10-7-4, and 386 lb down and 279 lb 12-74 bottom ri up at on chord. The design/selection of such connection device(s) is the responsibility of G 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Joaquin. PEN6.88182 LOADCASE(S) Standard MITekUSA,.Inc..FL b..6634. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 69g4 Parkii E SON& Pk FL 33610 Date: hllarrh 19 9f191 Continued on page 2 WARNING • Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFOREUSE. ��• , Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 iVliTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 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 25/1 WATERSTONE 9 T23171843 2644805 G01S Hip Girder 1 1 Job Reference (optional) 1. it - viq, Fu1, naur Iny, O000r, - tf.4su S t-eD l z zuzl MI I etc Inoustrles, Inc. I hu Mar 11 09:42:20 2021 Page 2 1 D:20VQZHI n97x9G5M9NmJa1Qz3Stx-DiwyXiSGCF3pfb8rgMnCPSkugbg WCK4V7pOlAtlzcl QX LOAD CASE(S) Standard Uniform Loads (plf) 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(B) 10=-386(B) 17=-112(B) 18=-112(B) 20=-63(B) 21=-63(B) ®WARNING. Verify design parameters and READ NOTES oN THIS AND IN MITFH REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design v' lid 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 oftrusses and truss systems, see ANSIIrP/f Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 25/1 WATERSTONE ' T23171844 2644805 G02S Hip 1 1 Job Reference (optional) Builders Firstsource (Plant City, FL), Plant city, IL - 33557, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:21 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-huULk2TuzZBgHlj1 E31RygG57_3RxgdH22UkPkzcl Q W -1-4-0 6.3-3 9-0-0 10-8-0 13-4-13 19-8-0 1-4-0 6-3-3 2-8-12 1-8-0 2-8-13 6-3-3 a Scale = 1:35.7 4x6 = 4x6 = 4x6 = US 3x4 = 3x6 = 3x4 = B-U-U 11-R-n LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.50 BC 0.68 WB 0.15 Matrix -AS DEFL. in. Vert(LL) -0.14 Vert(CT) -0.30 Horz(CT) 0.03 (loc) I/deft Ud 8-13 >999 240 8-13 >780 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 89 Ito 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) 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 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(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 ,,'�� 1 � 1I t ill 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. ,`,�N 4) Provide adequate drainage to prevent water ponding. OPQU� �� , G E•N 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� ,' �;� S� •. �� 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. Na 681'82 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 atjoint(s) except (jt=1b) 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 53 `ST .A OF sheetrock be applied directly to the bottom chord. 0 �•, T S. R1 P ?. ���ItIfi 1,lJo JoaqulmVelez pE No.68162. MITek US A,;Inc..FL.Cert 6634 "6904'Parke Easf Blvd. Tampa:FL 33616 Date: March 12,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 5119/2020 BEFORE USE. rev. 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 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Welk' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfri ll 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 25/1 WATERSTONE T23171845 2644805 G06S Common 1 1 Job Reference (optional) t ,o .,,,y, FL), riot uny, IL - -or, 6.4311 s I-ee 1z zuz1 MI I eK Inoustrles, Inc. Thu Mar 11 09:42:22 2021 Page 1 I D:20 VQZHIn97x9G5M9NmJalQz3Stx-A42jxNTWksJXwlEnnpgUtpEbOMsgGD QHiEHxAzcl QV 1-4 0 5-5-5 9-10-0 14-2-11 19-8-0 1 4-0 5-55 4-4-11 4-4-11 5-5-5 Scale = 1:35.1 4x6 = IT 0 3x6 = Sx8 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.15 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.31 7-10 >752 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix -AS Weight: 86lb 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) 6=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 6=-405(LC 12), 2=-529(LC 12) Max Grav 6=725(LC 1), 2=802(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1203/1264, 34=919/976, 4-5=-920/983, 5-6=-1210/1325 BOT CHORD 2-7=-985/1080, 6-7=-1014/1061 WEBS 4-7=-532/574, 5-7=-406/662, 3-7=-394/581 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 9-10-0, Corner(3R) 9-10-0 to 13-10-0, Extericr(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) 6=405, 2=529. ' 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. U1 N i No. 68182_ O St OF00 CI A. Joaquln Yelez PE No.68182 MITek USA„ Inc JI_ Cert.6694 6904 Parke East Blvd. Tampa;FL 33610. bate: March 12,2021 ® 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/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 25/1 WATERSTONE T23171846 2644805 G07S Common 1 1 Job Reference (optional) ��^ - - •����id.gsu s t-.eD 1z zuzl MI I eK Inoustnes, Inc. Thu Mar 11 09:42:23 2021 Page 1 I D:20 VQZHln97x9G5M9NmJalQz3Stx-eHc59j U8VAROX3tQLUKvl5MPKoi5PjTaVMzgTdzcl QU -1-4-0 5-55 9-10-0 14-2-11 19-8-0 1 4-0 5-5-5 4-4-11 4-4-1.1 5-5-5 Scale = 1:35.1 4x6 = 3x6 = 5x8 = 3x6 = LOADING (psf) SPACING- . 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip :DOL 1.25 TC 0.58 Vert(LL) -0,15 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.31 7-10 >752 180 BCLL 0.0 Rep Stress Incr YES WB , 0.25 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 86 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) 6=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 6=405(LC 12), 2=-529(LC 12) Max Grav 6=725(LC 1), 2=802(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1203/1264, 3-4=-919/976, 4-5=-920/983, 5-6=-1210/1325 BOT CHORD 2-7=-985/1080, 6-7=-1014/1061 WEBS 4-7=-532/574, 5-7=-406/662, 3-7=-394/581 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(21\1) 2-8-0 to 9-10-0, Corner(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 atjoint(s).except (jt=1b) 6=405, 2=529. 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. QUIN A. •.•G E NSF Na 661'82 'SA OT <Cf Joaquin .. le%" PE.No.68182 . Ri ekUSA;.Inc. FL.'Ceit 6634. 6904fatke.East Blvd: Tatnpa k pw Date: March 12,2021 I, ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITFJ(.REFERENCE PAGE MII-7473 rev. 5/19/2020 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 m• 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 MiT®k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 25/1 WATERSTONE 2644805 GOBS Roof Special Girder 1 1 T23171847 a„aee« r:,«rc., a ioi., , r,,r .. Job Reference o tional 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42`:24 2021 Page 1 ID:20VQZHI n97x9G5M9NmJalQz3Stx-6TATM3VMGUZF8CScvCr8al uaLC3s874jkOj003zc1 QT 5-3-7 9-10-0 15-11-8 20-6-2 25-1-8 29-8-8 32-4-0 38-8-0 0-0- 5-3-7 4-6-9 6-1-8 4-6-10 4-7 6 4-7-0 2-7-8 6-4-0 1-4-0 5x6 = 6.00 12 Scale = 1:69.7 3x6 3x8 — 3x6 = 3x4 — 1.5x8 STP = 3x4 = 1.5x8 STP = 2x4 I I 3x4 — 3x6 — = — — — 5x6 = 3x6 = 3x4 32-4-0 LOADING,(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.18 20-23, >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.39 20-23 >600 180 BCLL 0.0 * Rep Stress Incr NO WB 0.42 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FOC2020ITP12014 Matrix -MS Weight: 187 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Qt=length) 1=Mechanical. (lb) - Max Harz 1=-224(1_13 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=359(LC 8), 17=-867(LC 8), 14=545(LC 8), 10=-353(LC 8) Max Grav All reactions 250lb or less atjoint(s) except 1=640(LC 1), 17=1270(LC 1), 14=804(LC,18),'10=509(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1017/638, 2-3=-724/452, 3-4=-716/448, 4-5=-467/304, 5-6=-390/740, 6-7=-19/360, 7-8=-120/337, 8-9=-508/304, 9-10=-538/270 BOT CHORD 1-20=-415/975, 18-20=-215/596, 17-18=-96/433, 16-17=-494/270, 14-16=-275/92, 13-14=-80/366, 12-13=-85/367, 10-12=-58/402 WEBS 2-20=-411/374, 3-20=-171/419, 5-18=-135/350, 5-17=-1348/764, 6-17=-566/570, 6-16=-93/252, 7-14=-352/394, 8-14=-768/434,4-18=-350/239 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 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); 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 359 lb uplift at joint 1, 867 lb uplift at joint 17, 545 lb uplift at joint 14 and 353 lb uplift at joint 10. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 111 lb up at 19-8-12, 66 lb down and 103 lb up at 21-8-12, and 66 lb down and 103 lb up at 23-11-4, and 72 lb down and 111 lb up at 25-11-4 on top chord, and 29 lb down and 31 Ib,up at 19-8-12, 24 lb down and 21 lb up at 21-8-12, and 24 lb down and 21 lb up at 23-11-4, and 29 lb down and 31 lb up at 25-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard -ontinued on page 2 ���.oPQuiti VF<F>� N;q 68182_ WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Aii®k• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safefy lnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 11Anrr h 10 7rYO1 Job Truss Truss Type Qty Ply LOT 2511 WATERSTONE 2644805 GOBS Roof Special Girder 1 1 T23171847 a, arA— /oi., . - Job Reference o tional - --- ----• - - - - •+• - ---•-• o-oo a reu is cuc r rvp r erc muustries, inc. i nu Mar 11 uy:4z:z4 zu21 Page Z I D:20VQZHI n97x9G5M9NmJaIQz3Stx-6TATM3VmGUZF8CScvCr8aluaLC3s874jkOI003zc1 QT LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 3-5=-54, 5-8=-54, 8-9=-54, 9-11=-54, 21-24=-20 Concentrated Loads (lb) Vert: 27=-32(B) 28=-26(B) 29=-26(B) 30=-32(B) 32=-29(B) 33=-22(8) 34=-22(B) 35=-29(B) ® WARNING - Verity tlesign parameters and READ NOTES 0N THIS AND INCLUDED MITEK REFERENCE PAGE MIL7473 rev. 5I19/2020 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?PN quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oily Ply LOT 25/1 WATERSTONE T23171848 2644805 H7 DIAGONAL HIP GIRDER 4 1 Job Reference (optional) tr we uny, rLl, rrdm i,ity, FL - aaoo1, UAW s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:25 2021 Page 1 ID:20VQZHI n97x9G5M9NmJalQz3Stx-afjraP W01 nh6mMOoTvMN6WRjucORtbrtzgSxYVzc1 QS -1-111-10 5-2-5 6-10-10 9-10-13 1-10-10 5-2-5 1-8-5 3-0-3 Scale = 1:22.0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI: DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.28 6-9 >424 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.57 6-9 >205 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 41 Ib 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=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=159(LC 8), 2=-341(LC 8), 6=159(LC 8) Max Grav 4=108(LC 1), 2=528(LC 1), 6=383(LC 28) FORCES., (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-703/416 BOT CHORD 2-6=-482/628 WEBS 3-6=-678/521 NOTES- 1) Wind: ASCE 7-16; 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); 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 noncbricurrent 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 159 Ib uplift at joint 4, 341 Ib uplift at joint 2 and 159 Ib uplift at joint 6. 8) Hahger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 Ib down and 35 Ib up at 1-5-12, 119 lb down and 61 Ib up at 1-5-12, 127 Ib down and 101 Ib up at 4-3-11, 123 Ib down and 85 Ib up at 4-3-11, and 165 Ib down and 169 Ib up at 7-1-10, and 16316 down and 159 Ib up at 7-1-10 on top chord, and 7 Ib down and 13 Ib up at 1-5-12, 55 Ib down and 16 Ib up at 1-5-12, 18 Ib down and 23 Ib up at 4-3-11, 18lb 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, B=-37) 13=-7(F) 14=16(1==-11, B=-5) 15=-62(F=-33, B=-28) %,. P(tip vF�..•,. i N'o 681, r � �3 OF $ •.��1/ Joaquln Velei PE N0.66182 MiTek U$A,.Inc. FL Ceit 6634,. -6904 Pa`kelast Blvd. Tafnpa;FL 33610 Date: March 12,2021 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS11rP/f Quality Criteria,. DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply • LOT 25/1 WATERSTONE . T23171849 2644805 H7P DIAGONAL HIP GIRDER 2 1 Job Reference (optional) uunu­ rnawuurue trrdrn �ay, rL/, riam airy, rL - aaaof, 6.430 s I-eb 12 2U21 MITek Industries, Inc. Thu Mar 11 09:42:26 2021 Page 1 1 D:20VQZHI n97x9G5M9NmJalQz3Stx-2sHEnlXOo5pzO Wb?OctcfLtH?gvc3TOCKCU4yzc1 QR -1-111-10 5-2-5 6-12-10 9-10-13 1-10-16 5-2-5 1-8-5 3-0-3 Scale = 1:22.0 3x4 = 9-10-13 9-10-13 Plate Offsets (X,Y)-- [2:0-1-11 Ed e] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.44 6-9 >270 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.50 6-9 >234 180 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS 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 pudins. 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(1_13 8), 2=-454(LC 8), 6=-335(LC 8) Max Grav 4=109(LC 1), 2=515(LC 1), 6=349(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-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. II; 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. 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 141 lb uplift at joint 4, 454 lb uplift at joint 2 and 335 lb uplift at joint 6. 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 lb up at 1-5-12, 11 lb up at 1-5-12, 5 Ib down at 4-3-11, 5 lb down at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 (lb)' Vert: 12=75(F=-37, B=-37) 14=10(1==-5, B=-5) 15=-57(F=-28, B=-28) 0 `��S;IIIIIIII'I111I No. 68182 � r r. • Z $ OF (0 iF' SOR10 ONIA' Joaquln:Velez PE No.i;Me. MITek USA;,Inc. FL Cert.6834 :6964 Parke.Ebst Blvd. Tampa FL 33610 Date: March 12,2021 ®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 ANSUTP11 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 25/1 WATERSTONE r T23171850 2644805 H7V Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-10-10 3x4 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:27 2021 Page 1 ID:20VQZHI n97x9G5M9NmJalQz3Stx-W2rc?5XfZPxq?gABaKPrBxW4GP6RLUw9Q_x2cOzcl QQ 9-10-13 4-6-11 Scale = 1:22.6 0-6-3 5-3-14 4-6-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0:09 6-7 >999 240 MT20-244/190 TCDL 7.0 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(rP12014 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 Hors 2=336(LC 8) Max Uplift 4=-276(LC 8), 5=-142(LC 8), 2=-269(LC 8) Max Grav 4=289(LC 13), 5=377(LC 13), 2=412(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11591502 BOT CHORD 2-7=-727/1151, 6-7=-739/1156 WEBS 3-7=0/252, 3-6=-1137/722 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) 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 276 lb uplift at joint 4, 142 lb uplift at joint 5 and 269 lb uplift at joint 2. 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: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-134(F=-40, B=-40), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) WIN Nq 68182 L S OF �L 00 QN:A, Joaquin Vele PENo:681.82.. Wiek USA,.Inc..FL:Cert 6834'. -6904!0arke EadBW& Tampa; FL 33610 Date: March 12,2021 ® 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 AiTek` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is. always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVl fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANS11TPl1 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 � � Truss Truss Type Qty Ply LOT 25/1 WATERSTONE 2644805 L01 HIP GIRDER 1 1 T23171851 MMA o;n. 0or Job Reference (optional) - ��� �� �• • ^,• . ter, .,,,r, "- ­." 8.43u s reD 12 2u21 MI rek Industries, Inc. Thu Marti 09:42:28 2021 Page 1 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-_EP_CRYHKj3hdglN8lw4k83CLpOY4y4Jfehb9gzcl QP 1 4 0 5-1-3 7-0-0 10-0-0 13-0-0 15-0-6 20-0-0 21-4-0 1-4-0 5-1-3 1-10-13 3-0-0 3-0-0 2-0-6 4-11-10 1-4-0 Scale = 1:36.9 4x6 = 3x4 = 19 5 20 4x6 _ 6 3x6 = 3x8 ='— — 3x8 = 3x6 = 7-0-0 13_0_0 I 20-0-0 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 NO Code FBC20201TP12014 CSI. TC 0.82 BC 0.90 WB 0.36 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud 0.39 10-12 >615 240 0.31 10-12 >771 180 -0.11 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 98 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-0-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 8=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=-1119/933, 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=4ft; Cat. ,,��� II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown loading ��' UIN V �L 'I�� covers rain requirements specific to the use of this truss ,,11. P`Q.. • •"• �� component. 4) Provide adequate drainage to prevent water ponding. 0 �� ,0 �'• G E•N �� ,+• V\ SAC`••• 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This � i No '6818.2 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. L * •; 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1814 lb uplift at joint 2 and 1814 lb uplift W at joint 8. ' 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, 154lb down and 205 lb up at 9-0-12, and 154lb down and 205 lb up at 10-11-4, and 173 lb down and 384 lb 13-0-0 S O F 11l up at 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 up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility ••'•;- R �i 9) of the LOAD CASE(S) section, loads to the face �` •• ` �� ',,�ss��l►N applied of the truss are noted as front (F) or back (B). A� LOAD CASE(S) Standard �>r Joaquin VeI 3i PE No.68182 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MITek USA FL FL Ceit 6634 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 6-9=-54, 13-16=-20 :6964 Farke Fast Blvd. Tampa FL 33610. Dahl: KAnrr•h 1) 7M9 'ontinued on page 2 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ����• Design valid for use only with 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 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 iVliTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information .available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job • Truss Truss Type MY Ply LOT 25/1 WATERSTONE 2644805 L01 HIP GIRDER 1 1 T23171851 Job Reference (optional) "-'�--'-- �' '�"• �'•„ ' +n ' '�^• �'•r, - ��� ci.4au s t-er) iz zuzl MI I eK Incustnes, Inc. -I hu Mar 11 09:42:28 2021 Page 2 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT=EP_CRYHKi3hdglN8lw4k83CLpOY4y4Jfehb9gzcl QP • LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-126(F) 6=-126(F) 12=-403(F) 10=-403(F) 19=-93(F) 20=-93(F) 21=-82(F) 22=-82(F) ® 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 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 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 MiT®k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPN Quality Criteria, DSB-99 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job � Truss Truss Type Qty Ply: LOT 25/1 WATERSTONE r r T23171852 2644805 L02 Hip 1 1 Job Reference (optional) cuuaers Firstaource trlant city, I-L), t-iant cny, I-L-33otif, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:29 2021 Page 1 ID:oHYiRCdpclquXgUg6?iPJRzdjtT-SRzMPnZv5OBYF KaiIRJGMcLbDglpNSSuIQ9hGzclQO 1 4-0 6-3-6 9-0-0 11-0-0 13-8-10 20-0-0 21-4-0 1-4-0 6-3-6 2-8- 00 2-0-0 2-8-10 6-3.6 u 5x6 = 5x6 = 4x6 = 4x10 MT20HS = 4x6 = 3x4 = 3x4 = Scale = 1:36.9 r 9-0-0 2-0-0 9-0-0 Plate Offsets (X,Y)-- [4:0-4-0,0-2-8] [5:0-4-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.60 9-17 >401 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.52 9-17 >460 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Hcrz(CT) -0.04 7 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix -AS Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied. 4-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 7=0-4-0 Max Horz 2=213(LC 11) Max Uplift 2=960(1_13 12), 7=-960(LC 12) Max Gram 2=812(LC 1), 7=812(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1182/2872, 3-4=-972/2683, 4-5=825/2420, 5-6=-972/2683, 6-7=-1182/2872 BOT CHORD 2-11=-2415/1021, 9-11=-1997/825, 7-9=-2434/1021 WEBS 3-11=-326/689, 4-11=-1171/338, 5-9=-1171/338, 6-9=-326/689 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. ll; 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by, others) of truss to bearing plate capable of withstanding 960 lb uplift at joint 2 and 960 lb uplift at joint 7. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. I N cei No :68182 S OF :*'1 itliri►t��� Joaquln:Vele PE No.66182 Mr ek a A„Inc.. FL ert 6684 ON Parke, aet Blvd. Tampa F133610 Date: March 12,2021 -- ® WARNING - Verify designpammeters and READ NOTES ON THIS AND INCLUDED MRFX 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 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 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-11s' 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 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the <�e 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/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2" .. C2-3 WEBS AL4Oa U O o_ c7-8 c6a cs s O H BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved 0 MiTek MiTek Engineering Reference.Sheet: MII-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 ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable.for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSVTPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.