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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 fiFMaitland, Florida 32751 DP: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ABBGCIATEB March 23, 2021 Building Department Ref: Adams Homes Lot: Lot 10 Bilk. 1 Subdivision: Fort Pierce - Waterstone Address: 5420 Lugo St. Model: 2000 B LHG 3CF KA # 21-3104 Truss Company: Builders First Source Date of drawings: 3/15/21 Job No.: 2699544 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, 3/23/2021 Carl A. Brown, P.E. FL. # 56126 3/23/2021 Scott Lewkowski, P.E. FL. #78750 %%""11111A11ra°° NO e v a NO 8 64 •••� r � 0A 1 � 4 • F O O�• :�`e• �°°�eeae�low� Luis Pablo T es, P.E. FL. # 87864 FDS Engineering Associates, A TSG Company "Your Building Code Experts" I- s .AA-OR-nn > > > > > > > >> > 0 3/1 V LT %/ 1 j �i i 3-PLY 31/12 VAULT 10--`FLAT LG. �' \ 1 3/12 VAULT<— j ODD SPACE I \\ \ \ \ \ z- A \ \ A � !j y A L \ jA I 2-PLYI41 6-04-0 Al OBS ODD SPAC �� O O 1- -08 07 , T o c a SPACE 1-0 -00 2-0 -00 ass lc � W w 2-0 -00 02S oo 0o 6-04-00 b. 2-01-00 701S C5S C3S C oo O \N T!� 2-0)-00 C5 2-0)-00 C3 2-0 -00 C1 U U U W W W W U U U B 19-08-00 12-OB-00 38-08-00 t14 t i t CONNECTORS SCHEDULE ROOF TRUSS QT ID MODEL ROOF UPLIFT SYM 0 P LUS24 / JUS24 895 / 835 490 /510 1LA- 10 A HTU26/ THD26 3600 / 3470 1555 / 2330 ALA 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 1La 1 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 1 LC 0 D I HTU28-2 / THD28-2 1468015005 3485 / 2695 1 1 to 0 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 1 1 IE 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 11 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 1 LG 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 1 ui 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 1 Li 3X8NOP 0 Reviewed and Approved ❑ Revise and Rrsobmit ❑ Reviewed withNotati— ❑ Not Reviewed (sec eeplemdan) CarreLtions cr commems oxide not egoipmrnc abnotrals m shop dawtngs dung this mim do not relieve commnor from complianee with mquirca mts of the drawings and tperi-ti— This check is only Cor — of geoael -nf av- with the concept of the projem and gmmal compliance with the tion given in the comae dommeets. The cowniaw is respomn far cm£ ing and corxekting all quantities and di—i ^ selecting fahu®tiw prove ces and txLnigoes ofmnshoctioq coordinating his work with that ofa0 other trades and performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 0323/2021 BY HH Submittal No.: F:ojectNo.: 21-3104 Project Eng: LuiS Tortes Reject Name: Adams Homes -Ft. Pic--Wma-.tomL tlO Blk.l / VET ALLtpMNER 0I15 At D MUNG OO, MONS PRIOR TO APPROVAL - _ En IN FIEID flV BIAI. nER MAIN WIND FORCE RESISTING SYSTEMICC HYBRID WaID ASCET-16 I ORTANT ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY I This Drawin Must Be Approved And D LOAD ME WINN 1.00 FACTOR TRUSSES NAVE BEEN DESIGNEDFOR A1a.0 PSF BOTTOM CHORD LIVE LOAD TRUSSES Retuned efore Fabrication Will Begin. For our Protection Check All NONCONCURRENT INUM ANY OTHER LNE LOADS Dimensions And Conditions Prior To APBELO Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF By Date BCDL: 10 PSF BCDL: 5 PSF TOTAL: 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.0D CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (is. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Wdhout Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Brecing, 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 Legen 0 M7 BUILDER: Adams Homes PROJECT: Single Family MODEL: LANAI ADDRESS: 6420 LUGO ST LOT / BLOCK: 1011 SUBDIVISION: WATERSTONE CITY: FT PIERCE DRAWN BY: K SANCHEZ J 2699544 TE: 03/10/2021 1 SCALE: I NTS PLAN DATE: 1 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 305-1301 RE: 2699544 MiTek USA, Inc. LOT 10/1 WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes Port St Lucie Lot/Block: 1011 Address: 5420 LUGO ST City: Fort Pierce Pro'ect Name: 2699544 ode[: 2000 B 10X20 LANAI 3 CAR Subdivision: WATERSTONE State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: 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 dame Date 1 T23171805 A01 S ' 3/15/2021 21 T23171825 cis. .3/15/2021 2 T23171806 A02S 3/15/2021 22 T23171826 C1V 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 A06S 3/15/2021 25 - , 723171829 C3S 3/15/2021 6 T23171810 A06S 3/15/2021 26 723171830 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 T231718M 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 3/16/2021 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 C1P 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 . based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters ' shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability: of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter:2. wIN• N;o 6•. 1:82 �� ST E 'OF F �O R 1 N AL Ex.�`. . ssaa P r{ q Ea`t 0l a. ta►npa Ft. 33s10 6it8 March 15 2021 1 of 2: Velez, Joaquin MiTek ® - RE: 2699544 -LOT 10/1 WATERSTONE MiTek USA, Inc.6904.Parke East Blvd. Tampa, FL 33610-4115 Site Information: Project.Customer: Adams Homes Port St Lucie' Project Name: 2699544 Lot/Block`' 10/1 Subdivision: WATERSTONE Address: 5420 LOGO 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 G088 3/15/2021 44 T23171848 H7 3/15/2021 45 T23171849 H7P 3/15/2021 46 T23111.850 H7V 3/15/2021 47 T23171851 L01 3/.15/2021 48 T231718152 L02 3/15/2021 2 of 2 Job Truss Truss Type Qty, Ply LOT 1011 WATERSTONE T23171805 699544 n A01 S Roof Special 1 Job Reference (optional) ouuaers rnsraource triam uny, rL/, rlam L ny, rL - aaoor, - 1:1.43U 8 Feb 3Z 2U21 Mi I ek Inaustnes, Inc. I hu Mar 11 09:41:39 2021 Page 1" ID:hKY1 ep9FiDwfFyJCybTuLLyv921-wpySwgyYsfueFlVzmFXaFpXsE3f15fy5OWJVxAzcl RA r1-4-0, 6-5-7 6-8-0 12-2-13 15-9-11 19-4-8 22-3-1' 25-5-7 28-1%o 1 . 33-5-12 33�11-4 38-8=0 1-4-0 8-5-7 2-2-9 3-6-13 3-6-13 - 3-6-13 2-10-9 3-2-6 3A-9 4-7-12" - 0-5-8 4-8-12 5x6 = 7x10 = 10 6x8 = 6.00 12 4x6 = 4x6 = 7x10 = 6x8 = 6x8 = 3 4 5 6 7 8 9 �" 3x4 � 35 1.5x8 STP = 34 11 36 30 20 2 23 24 22 21 1 ' 2x4 I I 7x10 = 4x6 = Bx14 MT20HS - - p 5x8 = 19 18 17 16 15 14 13 4x6 � 3.00 12 4x6 = 6x8 = 5x8 = 5x8 = 2x4 I I yl4 II Scale = 1:70.7 4x6 = r 6-5-7 8-8-0 i 12-2-13 15-9-it 99�-8 19-0-10 22.3-1 i 25-5-7 i 28-10-0 33-11-4 i 38-0-0 6-5-7 2-2-9 3-6-13 3-6-13 r 3-6-13 0 2 2-10-8 3-2-6 -3-49 S-1-4 4-8-12 Plate Offsets X,Y -- 3:0-4-8,0-3-8 , 6:0-5-0,0-4-8 , 8`.0-3-8,0-2-12 , 9:0-5-4,0-2-8 , 18:070-0,0-2-0 , 20:0-9-12 0-3-8 , 23:0-5-0,0-4-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in . (loc) I/detl Ud PLATES GRIP TCLL : 20.0 Plate Grip DOL 1.25 T.0 0.66 Vert(LL) 1.17 19 >397. 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.43 19 >324 180 MT20HS 187/143 BCLL 0.0 Rep Stress lncr: YES. WB 0.87 Horz(CT) 0.49 12 n/a n/a BCDL 10.0 Code 'FBC2020ITP12014 Matrix -AS Weight: 492 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 3-6,6-9: 2x6 SP No.2 BOT CHORD BOT CHORD 2x6 SP No.2 *Except* 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 Harz 2=224(LC 11) Max Uplift 12=-799(LC 12), 2=-918(LG 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=-818V5056, 4-5=-10189/6206, 5-6=-11519/6926, 6-7=-1 l521/6928, 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=-2335/3918, 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 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 10-0=0 oc bracing: 18-20 NOTES- 1 ) 2-ply truss to be connected together with 10d (0.131"x3") nails 'as follows: Top chords connected,as follows: 2x4 - 1 row at 0-9-0 oc, 2x6'- 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows! 2x4 - 1 'row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live.loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Dpsf; 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 1 10=5-7, Interior(1) 10-5-7 to 28-10-0, Exterior(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 11,11I � CiUIN Nn 68:18:2 W -#OF WARNING -Verify design parameters and READ NOTES,ONTHIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5N 9/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This ifesign is based only upon parameters shown; and is for an individual building component, not • a truss syslem..Before use, the building designer must verify the applicability of design parameters and property 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 MiTpl' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the WOW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/?Pll 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 >a EL 3361D Jab Truss Truss Type Qty Ply LOT 1011 WATERSTONE T23171805 v2699544 r A01 S Roof Special 1 n L Job Reference (optional) owweis nrstouurue triant t.uy, FL), riant airy, rL - saaor, 8.43U s I-eb 12 2U21 MITek Industries, Inc. Thu Mar 11 09:41:40 2021 Page 2 NOTES- ID:hKY1epgFiDwfFyJCybTuLLyv927-07Vr7OzAdyOVsS49Ky3pn141_T7Gg6CFdA23Tczc1R9 9),' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Refer to girder(s) for truss to truss connections. 11) 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 12=799, 2=918. 131 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 Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component; not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracingMiTek° A' -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 ANSUTPIf 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 36616 Job Truss Truss Type Qty Ply LOT 10/1 WATERSTONE T23171806 2699544 A02S Roof Special 1 1 Job Reference (optional)' b1uitoers rlrsujource (mant L:1iy, t-L), - t-iani Lary, rL - 33bb/, b.4su s reo .lz zuzl IV111 eK Inaustrles, Inc. 1 nu molar '1-1 Ua:41:,41 zuz i rage -I ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-sC3DLM_oOGBMUbfLuga2KEc7csLYZXaOrgoc?2zc1 R8 r1-4-0 6-11-13 8-5-7, 1%10-15 19-4-6 234=15 27-5-7 $8-1.0-Q 335-12 3i1-3T5 38-8-0 1To 6-11-13 5-10 55-8 55-8 4-0-8 4-0-8 1 4-9 4-7-12 9- 4 4-11 A .Scale = 1:71.0 6.00 12 1.5x8 STP = 27 �1 2 O 5x8 2x4 \ ,�,gg 3 /� 5x6 =, 5x6 = 3x4 = 4x6 = 5x6 = 5x6 = 9 \ 4 00 30 5 6 731 �� a 17 16 2x4 11 15 5x12 = 14 13 4x6 = 5x8 — 12 2x4 I I 3x6 = 8 8-0 - 13-10-15 19A-6 191-8 23�-15 , 27-5-7 $8-12 Q 34-3-5 38-8-0� 8-8-0 5-2-15 55-8 0-0-2 4-0-7 4-0-8 113-9 5-5-5 4 4-11 Plate Offsets X,Y — 2:0-2-7,Ed e , 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-, SPACING- 2-0-0 l CSI. DEFL. in (loc) .I/defl Ud I PLATES GRIP TCLL 20.0 Plate Grip 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 1,87/143 BCLL 0.0 * Rep Stress Incr; YES WB 0.99 Horz(CT) 0.59 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 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 cc 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 (lb) 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, 7-1 000/3320, 15-18=-1975/3466, 8-15=-365l724, 9-13=-1112/1840, �11111111/*i uIN VI� 8 13=11639 1082, 10 13Z 473//3g�1, ♦♦` J , � G EN g � ���, NOTES= ♦ •' �. F��� �� 1) Unbalanced roof live loads have been considered for this design. Cat. .: ' NO. .68182 •: 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=4Oft; eave=5ft; * : 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(1) 32-10-0 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer /Project engineer responsible for verifying applied roof live load shown covers rain Loading requirements specific ,S' to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. !� • . Q;••'��' 5) All plates are MT20 plates unless otherwise indicated. �i�F R N `♦♦ 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) *'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. .Joaquin Velez PE,N6.68182 9) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Welk USA,.Inc. .FL Cerf'6634. capacity of bearing surface. 6904'P2rke EasbBIA-Taropa EL P010 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb), Gate'- 11=802, 2=620. March 12,2021 :ontinued on page 2 ®WARNING :-.Verify design parameters and READ NOTES ON THIS AND INCLUDED.MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid ionise only with MiTek® connectors. This design is based only upon parameters, shown, and is for an individual building component; hot .��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11Tpli 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 10/1 WATERSTONE T23171806 2699544 A02S Roof Special 1 1 Job Reference (optional) Cunuets rlrstauurce trlant L111y, rLI, rlanl L,rty, rL - 3J001, c.43u s reo lz zuz1 ml I eK Inauslnes, Inc. I nu mar l l Uu:4l:41 zuzl rage z ID:hKY1ep9FiDwfFyJCybTuLLyv92?-sC3DLM_oOG8MUbfLuga2KEc7csLYZXaOrgoc?2zclRB NOTES- 11A 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. 4 Y ® WARNING -Verify design parameters and READNOTESON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown; and is for an individual building component; not a truss system. Before use, the building designer must verify the applicability of design. parameters and properly incorporate this design into the overall owl building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/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 Tmss Type Qty Ply LOT 10/1 WATERSTONE T23171807 2699544 A03S 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 09:41:42 2021 Page 1. I D:hKY1 ep9Fi DwfFyJCybTuLLyv92?-KOdbYi_Q9aGC6IEYRN5HtS911'GhL13fX4UX9YVzcl R7 1 4-073-3 63-0 10-5-7 14-10-13 23-9 6 28-2-9 32-0-15 38 8-0 1 4-0 7-3-3 4_13 1-9-7 4S 6 8-10-9 4-5-3 4-2-7 63-1 5x6 = 5x6 = 2x4 II 4 27 28 5 29 6 3x6 = 5x6 = 30 7 31. 8 Scale=1:68.4 15 14 12 11 5x8 � 3.00 12 4x6 II 3x6 = 2x4 I I 3x6 = 5x12 = 8-8-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-18,16-18: 2x4 SP No.1, 6-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 12-16: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Horz 2=237(LC 11) Max Uplift 10=-802(LC 12), 2=-920(LC 12) Max Grav 10=1433(LC 1), 2=1507(LC 1) 8-1 63-1 CSI. DEFL.. in (loc) I/deft Lid PLATES GRIP TC 0.97 Vert(LL) 0.73 16-17 >634 . 240 MT20 244/190 BC 0.93 Vert(CT) -1.02 16-17 >456 180 WB 0.68 Horz(CT) 0.46 10 n/a n/a Matrix -AS Weight: 208 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 12-16, 7-12 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, 9-1 0=-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=-3091724, 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 Exterior(2E) -14-0 to 2-8-0, Interior(1) 2-8-0 to 10-5-7; Exterior(2R) 10-5-7 to 16-1-5, Interior(1) 16-1-5 to 28-2-9, Exterior(2R) 28-2-9 to 33-10-7, Interior(1) 33-10-7 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) provide adequate drainage to prevent water ponding. 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) R%fer 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 at --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. PaJIN vF •.,. 0. � �� ' NO :68.182 •A;v ON A' Joaquin VeI PE No.68182 MiTek USA,.inc. FL•Cert'6634 6904 Parke East Blvd., Tampa FL 0,3610 Date: March 12,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon, parameters shown; and is for an individual building component, not Mi 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 bracingryMiTQ. always T �• is required for stability and to prevent collapse with possible personal injuand 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 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 10/1 WATERSTONE T23171808 .2699544 r A04S 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 09:41:43 2021 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-paBzm2?2wtO3jvpk?4c1NPfiUag4D1 UDhJ8Hj4xzcl R6 7 3-3 8 8-0 , 12; 7 19-4-0 26-2-9 30-0-0 31 -1$ 38-8-0 71-3 i 4-13' 3-9-7 B-10-9 6-10-9 3-9-7 1 4-13 7-3-3 Scale = 1:68.0 5x6 = 3x8 = 4 31 32 5 33 34 5x6 = 5x8 ZZ 3x8 i 3.00 12 8-8-0 12-5-7 19A-0 26-2-9 30-0-0 - 38-8-0. ' 3-9-7 - 6-10-9 6-10=9 - 3-9-7 8-8-0 Plate Offsets X,Y — 2:0-2-9,0-1-8 , 4:0-3-8,0-2-4 , 6:0-3-0,0-2-0 , 8:0-2-7,Ed e , 9.0-4-0,Edge] LOADING (psf) SPACING-. 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 -T.0 0.95 Vert(LL) 0.77 11 >603 240 MT20 244/190 TCDL 7.0 Lumber DOC 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 FBC2020ITP12014_ Matrix -AS Weight: 2111b 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: 2-14,8-9: 2x4 SP M 31 4-10-0 oc bracing: 8-9 WEBS 2x4 SP.No.3 JOINTS 1 Brace at Jt(s): 9 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./Max. Ten'. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4710/2944, 3-4=-4469/2851, 4-5=72874/1933, 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; 9-10=-1504/2863, 8-9=-2565/4268 WEBS 3-14=-304/400, 4-13=-144/490, 5-13=-654/326, 5-11=0/282, 5-10=-651/319, 6-1 0=-1 34/488, 7-9=-315/406, 4-14=-1070/1739, 6-9=-1076/1673 NOTES- ��✓�' 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; ,,�� ,O \ G E.N S (3-second gust) 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, Interior(1) 18-1-5 to 26-2-9, Exterior(21R) 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 DOL=1.60l ;• 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, �0 ► 4) Provide adequate drainage to prevent water ponding. 5) All are 2x4 MT20 unless otherwise indicated. S ATE O F �✓ ". plates 0 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed fora.live load 20.Opsf on bottom areas tall so of the chord in all where a rectangle 3-6-0 by 2-0-0 wide fit between the bottom will chord and any other members. s r to truss to uss �O� ` ;,,, 9) Bearing atrfor considers to grain using ANSI/TPI 1 angle to rain formula. Building designer should veri 9 joint(s) P 9 9 9 9 9 9 fY 141111 capacity of bearing surface. Jo iquIh Velez PE N6.68'182 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) M1Tek U.SkIOc.FL,Ceit6.69, 8=804, 2=922. 6904 P2 ke DO Blvd. Tafnpa FL:33610 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 Date:; sheetrock be applied directly to the bottom chord. March 12,2021 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown;'and is for an individual building component; not * a truss system. Before use, the building designer must verify theapplicability of design parameters and property incorporate this design into the overall Tek" building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing, �MI'' 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 tmss 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, Parke 36610 Job Truss Truss Type Qty. Ply LOT10/1 WATERSTONE T23171809 .2699544 r A05S Hip 1 1 Job Reference (optional) ouuuers nrsrauurue tr,anc k uy, rL/, rtani L111y, rL- JJoor, tl.4JU s t-eD lL ZUZI MI I eK Inaustrles, Inc. I hu Mar 11 U9:41:45 ZUZ1 Page 1 I D:hKY1 ep9FiDwfFyJCybTuLLyv92?-IzJkAkl lSVfnzDz67Ve_U4npPUj9VTR_mSmg8gzcl R4 r1-4-0, 4£-11 8-8-0 145-7 19 4-0 24-2-9 30-0-0 34-1-5 38 8-0 14-0' 4-0-11 4-1-5 5-9-7 4-10-9 4-10-9 5-9-7 4-1-5 46-11: ` 6.00 12 5x6 = 5 5x8 3.00 12 3x4 = 5x6 30 6 31 327 Scale = 1:69.3 5x8 zZ 8 8-0 14-5-7 24-2-9 30-0-0 38-8-0 :8-8-0 -- ' 5-9-7 9-9-2 5-9-7 B-8-0 Plate Offsets X,Y -- 2:0-2-7,Ed e , 4:0-3-0,0-3-0 , 5:0-3-0,0-2-0 , :0-3-0,0-2-0 , 8:0-3-0,0-3-0 , 10:0-2-7,Ed e , 11:0-1-12,0-1-0 , 11:0-4-12;0-3-0 , 15:0-5-12,0-3-0 LOADING (psf) SPACING- 2-0,O CSI. DEFL. in (loc) .I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.69 14-15 >675 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -1.15 12-14 >402 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.59 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 223 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 8-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4,SP M 31 *Except* 4-9-0. oc bracing: 10-11 13-15,11-13: 2x4 SP No.1, 16-17: 2x4 SP No.2 WEBS 1 Row at midpt 4-14, 8-12 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 Harz 2=319(LC 11) Max Uplift 2=-922(LC 12), 10=-804(LC 12) Max Grav 2=1736(LC 17), 10=1666(LC 18) FORCES. (lb) -Max. Comp./Max. 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 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 278-0, Interior(1) 2-8-0 to 14-5-7, Exterior(2R) 14-5-7 to 20-1-5, Interior(1) 20-1-5 to 24-2-9, Exterior(2R) 24-2-9 to 29-9-5, Interior(1) 29-9-5 to 38-8-0 zone;C-C for members and forces &. MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) INS truss has been designed fora 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 = I O.Opsf. 9) Refer to girder(s) for truss to truss connections. 10) Bearing atjo,int(s) 2 considers parallel to grain value using ANSlrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of,truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except (jt=lb). Dont d q%P42 MIN � vF��•,,�4# Nd 68:' WARNING - verify design parameters and READ -NOT ES.ONTHIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITeI� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - - l R. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rPN 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: Kfinrrrh 19 9091 Job ' Truss Truss Type Qty Ply LOT 10/1 WATERSTON,E T23171809 R699544 r A05S Hip 1 1 Job Reference (optional) Builders FlrstSource (Plant tatty; FL), Plant Glty, t-L - 33567, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 11 09:41:45 2021 Page 2 ID: , hKY1 ep9FiDwfFyJCybTuLLyv92?-IiJkAk1 ISVfnzDz67Ve_U4npP Uj9VTR_mSmg8gzcl R4 NOTES- 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord_ and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING- Verify design parameters and READ NOTES.ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/20201BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vent' the applicability of design parameters and properly incorporate this design into the overall �p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IIYI�Tek•. is always required for stability and to prevent collapse with possible personal injury.and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Plf 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 1011 WATERSTONE T23171810 2699544 t A06S 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 09:41:47 2021 Page 1 I D:hKYi ep9FiDwfFyJCybTuLLyv92?-h MRUbQ2Z_6vVC W7VEwhSaVs9MH 05zl KHEIFwDizcl R2 1 4-0 7-3 3 8-8-0 16-5-7 22-2-9 T-0-0 1-4-1 38-B-0 1-4-0 7-3-3 -4-13 7-9-7 5-9-2 7-9-7 -4-13 7-3-3 I 5x8 � 3.00 12 6.00 12 5x6 = 6x8 = .Scale = 1:69.9 5x8 ZZ r 8-8-0' i 16-5-7 22-2-9 30-0-0 38-8-0 8-8-0 7-9-7 5-9-2 7-9-7 -8 &0 Plate Offsets X,Y — 2:0-2-7,Ed e , 4:0-3-4,Ed e , 5:0-3-8,0-2-4 , 6:0-5-4,0-2-0 , 7:0-3-4,Ed e , 9:0-2-7,Ed e , 10:0-4-0,Ed a 12:0-3,8 Edge],' 13:0-4-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) .I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 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, 6-12, 7-11 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=360(LC 11) Max Uplift 2=-922(LC 12), 9=-804(LC 12) Max Grav 2=1504(LC 1), 9=1429(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4690/2882, 3-4=-4548/2895, 4-5=-2525/1658, 5-6=-2194/1617, 6-7=-2533/1652, 7-8=-4565/2883,8-9=-4713/2897 BOT CHORD 2-13=-2522/4346, 12=13=-2464/4258, 11-12=1060/2193, 10-11=-2435/4177, 9-10=-2509/4249 WEBS 4-13=-481/1155, 4-12-2226/1450, 5-12-342/728, 6-12=-271/276, 6-11=-332/730, 7-11=-2084/1441, 7-10=-561I1113 OU N NOTES- ��' SF•'.. 1) Unbalanced roof live loads have been considered for this design. �� .'•V�' 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. NO 68182 •, 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2e8-0, Interior(1) 2-8-0 to 16-5-7, Exterior(2E) 16-5-7 Exterior(2R) & * ^, to 22-2-9, 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 -t7 tgthe use of this truss component.ST'.` 4) Provide adequate drainage to water OF prevent ponding. Q Al 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed fora 10.0 bottom chord live load nonconcurrent with any other live loads. �i• R psf 7) ' This truss has been designed for live load 20.6psf the bottom in 3-6-0 tall by 2-0-0 S ` " i a of on chord all areas where a rectangle wide \: ��/� O N A, will fit between the bottom chord and any other members. 4�%% 8) Refer to girder(s) for truss to truss connections. , 9) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Joaquin.V61ei PE 66.68182 capacity of bearing surface. MiTek UkAne. FL Cett'6634. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 6904 Parke East Blvd. Topa_FL 33610 2=922, 9=804. Data: 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 March 12,2021 sheetrock be applied directly to the bottom chord ® WARNING - Vedfy 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 into prevent buckling of individual truss web and/or chord members any. Additional temporary and permanent bracing MiT'ek7 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component -6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1011 WATERSTONE . T23171811 2699544 ' A07 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 09:41:50 2021 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv927-6w6dER5RG1H43_r4v3E9B8UhbVQoAfwjwjTbglzclR7 1 4-0 7-3 3 8-8-0 13-1-12 18-5-7 20-2-9 25-6-5 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 6.00 12 5x8 % 3.00 12 5x6 = 5x6 = 3x4 = 5x8 Scale = 1:71.5 18-5-7 20-2-9 30-0-0 38-8-0 8-N8-8-0o 9-9-7 1-9-2 9-9-7 8-8-0 Plate Offsets X,Y — 2:0-2-7,Ed e , 4:0-3-0,0-3-0 , 6:0-3-0 0-2-0 , :0-3-0,0-2-0 ,' 9.0-3-0,0-3-0 , 11:0-2-7,Ed e , 13:0-5-4,Ed e LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.75 15-17 >619 240 MT20 244/190 TCDL 7.0 Lumber DO 1.25 BC 0.90 Vert(CT) -1.15 15-17 >404 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr. YES WB 0.79 Horz(CT) 0.60 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 203 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 `Except' BOT CHORD Rigid ceiling directly applied. 16-17: 2x4 SP No.2 WEBS 1 Row at midpt 5-15, B-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. (Ib) -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, B-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=-lB5/276,5-17=-1023/2083,5-15=-1137/814,6-15=-4487786,7-14=-447/783, 8-1 4=-1 068/821, 8-13=-1037/1943, 10=13=-206/275 ,,�!/[II'1►)j�� NOTES- Pp�U IN 1) Unbalanced roof live loads have been considered for this design. ,`% ,� `.• G�E�N S •. �� �4# 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. ,,:4 ?��,' F•',� 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, Exterior(2E)' NO '68:18.2 •, 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 reactions shown; Lumber DOL=1.60 plate grip DOL=1.60Aa ` 7k .;• 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 waterponding. 5) All are MT20 otherwise indicated. ST O'F plates plates unless 0 • 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' !� T . P : �� �i 7)kV 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 R rr� �� s • l.�� will fit between the bottom chord and any other members. 8) Bearing atjoint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �I�QN �' 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) JOaquln Velez PE No.68182 2=920, 11=920. MiTekUSA,Inc.TLUti"6634 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6904 Parke East Blvd. Tampa EL 43610 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 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 ANSI?PH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 10/1 WATERSTONE T23171812 2699544 ' A09 Roof Special 9 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 09:41:51 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-a7g7Rn531LPxh6QGTmlOkLlv6umQv6gs8ND8MTzc1R_ r1-4 0 6-1-14 , 8 8-0 , 13-1-12 19-4-0 25� 4 , 30-0-0 , 32-0-2 1 38-8-0 to -1 1�-0 6-1-14 26-2 4-5-12 6-2-4 6-2-4 4-5-12 2-0-2 6-1-14 1-4-0 0 0 5x6 = 5x8 5x8 3.00 1T 3x8 MT20HS 3x8 MT20HS I1 8-8-0 16-3-7 224-9 30-0-0 8-8-0 Scale = 1:73.0 0 0 Iq N 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 DOC 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.73 BC 0.93 WB 0.81 Matrix -AS DEFL.. in (loc) A/deft Lid Vert(LL) 0.68 12-13 >679 240 Vert(CT) -1.04 15-16 >447 180 Horz(CT) 0.60 10 n/a n/a PLATES MT20 MT20HS Weight: 204 Ib 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=75444/2742, 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=1127/776, 7-12=-1056/2300; 6-15=-602/1358, 5-15=-1193/771, 5-16=-1065/2498 Iillll.l►� NOTES-V�t'r 4�II�. 1) Unbalanced roof live loads have been considered for this design. ,Q. G E.N ' SF•'. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat..'•'�.� 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Exterior(2R) �•• NO 681' 82 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 DOL=1.60 7k 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. 4) AJ plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. ., OF (V. 0 ((Z psf * • Al 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall. by 2-0-0 wide fit between the bottom members, BCDL �j T . .0i R will chord and any other with = 10.Opsf. 7) Bearing 2, 10 to ANSI/TPI to Building should `'• �i� sS� • • • at joints) considers parallel grain value using 1 angle grain formula. designer verify capacity of bearing surface. ``,` 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at=lb) 2=920, 10=920. Joaquln Velei PE.No.68182 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 MITek USA,.Inc. FL Cert 604. sheetrock be applied directly to the bottom chord. 6904 Pdike East Blvd. Tampa FL P610 Date, March 12,2021 ® WARNING -Verily deslgn 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 Wita truss system. Before use, the building designer must verify the applicability ofdesign parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing -MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/f DuaW 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 10/1 WATERSTONE T23171813 i2699544 A10 ROOF SPECIAL 1 1 Job Reference (optional) . - 1 4-0 6-]-14 rrain _,y ��- �����, 8-8-0 13-1-12 0.4ou s reo -iz zuz1 MI I eK Inaustnes, Inc. Thu Mari i 09:41:52 2UZ1 Page 1 1 D:6gDIOH2O Veg 1 Nkl sxoNemzyuULB-2JENe76hoeXol I?T1 TGdHZa$nIbieZ40N1 zhtwzcl Qz 19-8-0 ' 19-0-0 19 - 22-4-9 25-6-4 30-0-0 32-6-2 38-8-0 0-0-0 + 1-4-0 4-5-12 5-10-4, 0-4- 2-B-9 3-1-11 - 4-5-12 2-6-2 6-1-14 1-0-0 0-4-0 Scale=1:78.2 6x12 MT20HS ` 6.00 12 6 5x8 i 24 25 5x8 5 7 5x6 i 5x6 2x4 4 8 2x4 3 9 1.5xB STP = 1.5xB STP = 23 26 1 2 16 15 14 27 0 13 12 10 11 16w I ' 1 - o � 6x12 MT20HS = 3x6 =3x6 = 3x6 = i 6x12 MT20HS = vo 5x8 :::: 3.00 :12 5x8 3x8 MT20HS �1 3x8 MT20HS 8-8-0 16-3-7 18-0-0 22-4-9 30-0-0 38-8-0 8-8-0 - 7-7-7 -1-8-9 4-4-9 7-7-7 8-8-0 - Plate Offsets X,Y — 2:0-1-15,1-2-15 , 2:0-2-7,Edge], 4:0-3-0,0-3-0 , 8:0-3-0,0-3-0 , l O:0-1-15,1-2-15 , rl0:0-2-7;Edge], 12:0-6-0,0-3-4 , 16:0-6-0,0-3-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL.. in (loc) .I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.63 12-13 >734 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.97 15-16 >478 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.57 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 204 lb FT'= 20% LUMBER - TOP CHORD 2x4 SP M 31 *Except* . 1-4;8-11: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 14-16,12-14: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3. REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=422(LC 11) Max Uplift 2=-920,(LC 12), 10=-920(LC 12) Max Grav 2=1723(LC 17), 10=1723(LC 18) 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=-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=7589/1274, 7-13=-1098f756, 7-12=-1052/2299, 6-15=.-585/1331, 5-15=-1162/752, 5-16=-1058/2496 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2.8-0, Interior(1) 2-8-0 to 19-4-0, Exterior(2R) 19-4-0 to 23-4-0, Interior(1) 23-4-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer; responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 111 plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others), of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=920, 10=920. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,01111111//IIl 01N vF t No- 68:1'82 213 • STOF r �L 'O� If iloa`qulti Uelei PE No:681182 Mi, k USA, Irt�,.F1 Ced 6634. 6904 Parke East Blvd. Ta[ripa _fL 33610 �ate� 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 MTek® connectors. This design is based only upon parameters shown; and is for an individual building component,. not At a truss` system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall WOW: ekm 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 �yBiT guidance regarding the - fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Park Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20e East Blvd. ,601 Tampa, Parke East Job Truss Truss Type Qty Ply LOT 10/1 WATERSTONE ' T23171814 2699544 r All Hip Truss 1 1 Job Reference (optional) irsraource (Piani city, FL), Ilan city, FL - slob1, 8.430 s Feb .12 2021 MiTek Industries, Inc. Thu Mar 11 09:41:53 2021 Page 1 ID:20VQZHIn97x9G5M9NrrJalQz3Stx-WVoIsT7KZyffwRafbBospm6CIiTcNOE9chiFQMzc1 Qy r14-0, 8-8-0 17-0-0 21-8-0 30-0-0 38 8-0 g0-0-q 1 4-0.' 8 8-0 8 4-0 4 8-0 8-4-0 8-8-0 1-4-0 Scale = 1:71.5 5x8 = 6.00 FIT 5x6 = 5x8 3.00 12 5x8 ZZZ 8 e-0 17-0-0 21-B-0 30-0-0 38-8-0 8-8-0 8-4-0 4 8-0 8-0-0 8-8-0 Plate Offsets X,Y — 2:0-2-7,Ed e , 4:0-5-4,0-2-0 , 5:0-3-8,0-2-4 , 7:0-2-7,Ed e , 9:0-2-12,0-3-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) ' 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 FBC2020ITP12014, Matrix -AS Weight: 192 lb FT = 200A 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.i 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 10) 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 11111111/II NOTES- 1) Unbalanced roof live loads have been considered for this design. `�� PQu l 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; Pat. ,� G �•N � ��� 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, Exterior(2E) n V. S�: '.•j 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 i reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �' • No Q..8;18:2 • . . 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific,,, lk to the use of this truss component. 4) Provide adequate drainage'to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. }� S O'F 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 T • P..' �� will fit between the bottom chord and any other members. fi • N�� 8) Bearing atjoint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ♦�� s cApaci 9 Provide mechanicaof bearing l connection b others of truss to bearing late capable of withstanding 100 ib uplift at joints except 't-Ib ) (Y ) 9P P 9 P J O P il- ) 2=920, 7=920. Joaquin W1ez PE.Nti.68182 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 MiTek 11 A,.Inc.TL Nd 6634. sheetrock be applied directly to the bottom chord. 6904 Pat fkB tit tBlvd. Tampa FL 33610 March 12,2021 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with 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 applicabilityof design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty, Ply LOT 10/1 WATERSTONE T23171815 2699544 Al2 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 09:41:54 2021 Page 1 ID:20VQZHIn97x9G5M9NmJaiQz3Stx-_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<t-0 8 8-0 6�-0 4-14 7-3-3 1 4-0 5x6 = 6.00 12 3x4 = 5x6 = 256 26 7 27 5x8 :::; 3.00 12 5x8 8-8-0 15-0-0 6-4-0 Scale=1:71.5 co 0 6 4 M N 14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.67 12-13 >695 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -1.08 13-15 >432 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(CT) 0.61 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 197 Ito 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 direcfly 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(LC 11) 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=-3024/1744, 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=-2072/1.187, 8-12=-579/1408, 6-15=-318/221, 6-13=-282/197 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., GCpj=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 23-8-0, Extericr(21R) 23-8-0 to 29-3-14, Interior(1) 29-3-14 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Ail plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=920, 10=920. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ``��111111I1j11 .���oPpIU 1 N N9 6;8:182 S O'F : 41J : . i 0- 1 /'0NtA, Joaquin Uelei PE Ao.66182 MiTek U8AJncJL-Cert'6134. 6904 Parke East Bivd. Tampa,fL 33610 Date:` March 12,2021 ® WARNING -Verify deslgn parameters and REA6NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component; not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MlTOV is always required for stability and to prevent collapse with possible personal injury.and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 10/1 WATERSTONE T23171816 2699544 1 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:20VQZHln97x9G5M9NmJalQz3Stx-w4TuUU9Cst1 DnvJEGJLZRPkivvSjaK0blfxv0hzc1 Qv r1-4-0, 8-8-0 13-0-0 19-4-0 25-8-0 30-0-0 38-8-0 AO-O-Q 11- 8-8-0 4-4-0 6-4-0 6-4-0 4-4-0 B-8-0 0 0 6.00 12 5x6 = 22 2x4 II 235 24 25 5x6 = 5x8 � 3.00 12 5xB a 8-8-0 10-8-0 Scale=1:71.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.71 11-13 >650 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -1.15 91-13 >404 180 MT20HS 187/143 BCLL 0,0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.58 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 182 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied. 1-3,7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. 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 Harz 2=-295(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=-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 Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 25-8-0, Exterior(21R) 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) Art 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) Bdaring 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 at joint(s) except Gt=lb) 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. ,,,��►111111//��t,' `UIN %C E.vo N Rd Ul & 0: f N A' ,Joaquin Velez PE.No.66182 MiTek USA,.Inc.,FL Cef 6634. 69(k PadCe 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, thebuilding designer must verify, the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ._MITek� is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL_36610 Job Truss Truss Type City Ply LOT 10/1 WATERSTONE T23171817 Z699544 A14 Hip Truss 1 1 Job Reference (optional) .Builders FirslSource (Plant City, FL), Plant City, FL - 33567, . 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:41:57 2021 Page 1 I D:20V QZH In97x9G5M9NmJalQZ3Stx-OH1 GigAgd B94P3tQq 1 sozcHi2JpiJpNIXJgSZ7zc1 Qu r1 4-0, 8-8-0 11-0-0 , 19-4-0 27-8-0 30-0-0 , 38-8-0 {10-0-q 14-0 8-8-0 2 -0 B-4-0 8 4-0 2-4-0 8-8-0 1-4-0 I 5x8 7:::: 3.00 12 . 5x6 = 22 23 5x8 = 24 25 30-0-0 5x6 = 6 rwn 8-8-0 5x8 ZZ Scale = 1:70.2 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 0.95 BC 0.94 WB 0.81 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) 0.76 11 >610 240 Vert(CT) -1.18 11-13 >304 160 Horz(CT) 0.57 8 n/a rile PLATES. GRIP MT20 244/190 MT20HS 187/143 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 `,�>lill NOTES- 1) Unbalanced roof live loads have been considered for this design. , � V III "PpUIN +�% 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. S�••.•i` Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R) �� '•�,� 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 27-8-0, Exterior(2R) 27-8-0 to 33-3-14, Interior(1) 33-3-14 to 40-0-0 zone;C-C for members N d :691 ' •; 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 ` �t ; 7k" 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 bottom chord live load nonconcurrent with any other live loads. S OF (V psf • w � 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 !� T . Q , �� i. ; N, will fit between the bottom chord and any other members. 8) Bearing 2, 8 parallel �F �,Fi , ` �I�StS�O\>`, at joint(s) considers to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify A%,— capacity of bearing surface. %�N - 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, 8=920. doaquInVela PE No.68182, 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 MiTek USA,. Inc., FLD'ert 6634. sheetrock be applied directly to the bottom chord. 6904 Perks East Blvd. Tafj1pa F.L 33610 Date: March 12,2021 ® WARNING -Verify design parameters. and READNOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51'19/2020 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/TPIf 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 10/1 WATERSTONE T23171818 ,2699544 . A15 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 09:41:58 2021 Page 1' ID:20VQZHln97x9G5M9NmJalQz3Stx-tTtievABSOUHxl DScNkN1 Wgg44j9s2H3uIzQ05Zzcl Qt 4 4-0, . 6-2-7 9-0=0 15-10-11 22-9-5 29-8-0 .32-5-9 , 38 8-0 p0-0-0 -0 F-16-2-7 2-9-9 6-10-11 6-10-11 6-10=11 2-9-9 6-2-7 1 A-0 6xl2 MT20HS = 6.00 12 3x8 !�-- 3.00 12 I 6-2-7 26 46 = 27 5 28 4x6 7xl0 = 0 29 30 6xl2 MT20HS = 3x8 Scale = 1:70.2 n4lc v11xlJ n, 1 -- LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 G.VY-31,U- 1-0], 9:U--4,V-L-O , 0:U-0-U,U-4-8 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 , i CSI. TC 0.81 BC 0.95 WB 0.71 Matrix-AS DEFL. in (loc) I/deft Ud Vert(LL) 0.99 13-15 >468 240 Vert(CT) -1.24 13-15 >374 180 Horz(CT) 0.62 9 n/a n/a PLATES MT20 MT20HS Weight: 220 lb GRIP 244/190 187/143 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,J1) 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 ,�11111111/�� WEBS 7-12= 642/1182 4-15=-1061/1874, 5-15=462/436, 6-13=-422/445, 7-13=-1051/1871, VF, :NOTES- ♦+,%OPQu�N ,' ♦ \ , � G 1) Unbalanced, roof live loads have been considered for this design. 2) Wind: ;♦♦ � NO 68.18.2 ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=417ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) .�. 7k67•; 9-0-0 ` to 14-7-14, Interior(1) 14-7-14 to 29-8-0, Exterior(21R) 29-8-0 to 35-3-14, Interior(1) 35-3-14 to 40-0-0 zone;C-C for members and S forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.6001 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific tc the use of this truss component. " F • '(U 4) Provide adequate drainage to prevent water ponding. O ,� �,� Q.� 5 All tales are MT20 plates unless otherwise indicated. P P 6) This truss has been designed for bottom ��� R O `�1,�♦ S a 10.0 psf chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for live ��If /ON Al a load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ���I,1,111,11.0 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 Joaquin Velez PE No. 68182 capacity of bearing surface. MITek USA Inc..FL Lett 6634. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 6904 Pa_ rke Ea6t'Blvd: Tampa FL 33610 2=920, 9=920. Date:' 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 March 12,2021 sheetrock be applied directly to the bottom chord. Nit ®WARNING - Verify tlesign parameters and READ NOTES.ON THIS AND INCLUDED MITIX REFERENCE PAGE MII-7473 rev. SN9l2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon perameters.shown' and is for an individual building component; hot 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 �ITeI�' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the - _ it RR - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSHTPN 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 East Job Truss Truss Type Qty Ply LOT 10/1 WATERSTONE T23171819 2699544 A16 Hip Truss 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 09:42:00 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-psjPKsgw6XfGWc7V9QVbFvQrXg2WFkBDHv69Szc1 Qr r1 4-0, 5-0-10 7-0-0 , 13-3-0 19-4-0 25-5'0 31 8-0 33-5-7 38 8-0 pO-0-9 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 -Zz� 4 24 5 25 6 26 7 27 8 2x4 4x6 3.00 12 19-4-0 5x8 = 4x6 Scale = 1:70.2 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 Ind NO Code FBC2020/TP12014 CSI. TC 0.79 BC 0.97 WB 0.51 Matrix -MS DEFL. in (loc) I/deft Ud Vert(LL) 1.54 14 >302 240 Vert(CT) -1.59 14 >292 180 Horz(CT) 0.70 10 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 530 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc pudins. 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 Horz 2=-172(LC 6) Max Uplift 2=-2125(LC 8), 10=-2125(LC 8) Max Grav 2=3590(LC 13), 10=3590(LC 14) FORCES. (lb) -Max' Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=12445/6975, 3-4=-12843l7217, 4-5=12645f7110; 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: I N !� VF� ' ��j. Top chords connected as follows: 2x4 1 0-7-0 �� PQ • - row at cc. .• �GE.NS -. 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-D 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 �••` NO U:182 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 12-9 2x4 - 1 row at + *,;� t. 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 -1a ; ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof jive loads have been for this design. ;S F (V considered .do_ 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. !�.T'• .'C Q� :y = �� Q0• N 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project responsible for live load rr S' " engineer verifying applied roof shown covers rain loading requirements specific tolthe use of this truss . - G `v' component. 6) Provide adequate drainage prevent water ponding.COIN 7) All plates are MT20 plates unless otherwise indicated. Joaqulfl;Velez PE No.66182 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MITCk U$A,.Inc..FLCbif6SN. 9) ' This truss has been designed for a live load of 20.00sf on the bottom chord in all areas where a rectangle 3-670 tall by 2-0-0 wide 6904 PdI6 Eg9-Blyd; Tampa FL 33610 will fit between the bottom chord and any other members. Date` 10) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify March 12.2021 2ont dyiObtVing surface 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 bracingMITpi 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 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 10/1 WATERSTONE T23171819 2699544 r A16 Hip Truss 1 3 Job Reference (optional) aunueis rustooutce krianc arty, rLI, riant airy, rL - asoor, - 6.43u s ren 1z zuz1 MI I eK Industries, Inc. I nu Mar 11 U9:42:UU 2U21 Page 2 ID:20VQZHIn97x9G5M9NmJalQz3Stx-psjPKsCjw6XfGWc?V9QVbFvQrXg2WFkBDHv69Szc1 Qr NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=2125, 10=2125. 121 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(1==-22),21-29=-20 Concentrated Loads (lb) Vert: 28=-475(F) 29=-475(F) ® WARNING - Verify design parameters and READ NOTES.ON THIS AND INCLUDED 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 A �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 ANSaPIt 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 20.601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 10/1 WATERSTONE T23171820 2699544 r 801A GABLE 1 1 Job Reference (optional) oonaers Prrstaource (Plan[ city,. FL), Plant c6y, t-L - 33bbt, 8.430 s Feb .12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:01 2021 Page 1 ID:2HENbgKpKuCLMGubem976iyKvFi-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 = Iq 0 2x4 I1 2x4 I1 2x4 11 2x4 11 2x4 12-8-0 12.8-0 Plate Offsets X,Y — 2:0-4-0,0-3-1 , 3:0-5-2,0-1-0 , 9:0-5-2,0-1-0 , 10:04-0,0-371 LOADING (psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) I/deb L/d 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 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-S Weight: 64 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-6-0 oc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling direcgy applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-8-0. (lb) - Max Horz 2=-144(LC 10) Max Uplift All uplift 160 lb or less at joints) 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 atjoint(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=-1561266, 7-13=7132/294, 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 Comer(3E) -1-4-0 to 2-8-0, Exterior(2N).2-8-0 to 6-4-0, Comer(3R) 6-4-0 to 10-4-0, Exterior(2N) 10-4-0 to 14-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate � (fi I 111,11ji, 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:E,N F� 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific :�� .,•�.\,� : SF !�� to the use of this truss component. �. �. 5) Gable requires continuous bottom chord bearing. NO .6:8:182 6) Gable studs spaced at 2-0-0 oc. 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 -p ; will fit between the bottom chord and any other members.] S OF •� 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 00 suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, orCA-B treated lumber is used, improved corrosion �i�s • f� \N protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this ng ner to verify lity of this product intended use. 10 )Provide mechanical al connection by others) of truss to bearing itslate a able ofwithstanding 100 lb uplift at'Gint s 16, 12 except (Y ) 9 P P 9 P 1 () P Qt=lb) 2=198, 10=198, 15=128, 13=128. J00uln Velez PE.No.68182, MITek USA,. FL Cert'6634,. 6964 Parke:East Blvd. Tampa;FL 33610 Date:' March 12,2021 ® WARNING -verify design parameters and RFJ1D NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Miiek� is always required for stability and to prevent collapse with possible personal injury and property damage. For generalguidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/t Quality Criteria, DSB-89 and BCSI Building Component 6904 Pa e Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MrkEast Blvd. D 20601 Tampa, rk 36610 East Job Truss Truss Type Qty Ply LOT 10/1 WATERSTONE T23171821 2699544 B02 Common 5 1 Job Reference (optional) ais nrstauurca (Plant city, Fr), Plant city, FL- 33567, 8.430 s Feb.12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:02 2021 Page l ID:20VQZHIn97x9G5M9NmJalQz3Stx-IEr9lYEzSjoNVgmOcaSzgg_pxKdj_FWUgbODELzc1 Qp -1-4-0 6-4-0 12-8-0' 14-0-0 1-4-0 6-4-0 6-4-0 1.4.0 Scale = 1:24.7 5x8 = Iq 0 3x4 = 3x4 = 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 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.08 6-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 49 lb FT = 20% LUMBER- BRACING+ TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8=0 Max Horz 2=-158(LC 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,;.34=-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. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 6-4-0, Comer(3R) 6-4-0 to 10-4-0, Exterior(2N) 10-4-0 to 14-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 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 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. U I N V F�F'�� iV o 6 8:18:2 S .OFoo . �. 40 4\ fit`. �. -Joaquin, elez PE N6.68182 MITek OkInc. FL C.ert'6634. 6904 Pal1ietast Blvd. Tampa FL 33610 bate: March 12,2021 ® WARNING - Verity design parameters and READNOTES.ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTeke connectors. This design is based only upon parameters shown; and is for an individual building component; not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Miek• _ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fab ication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safefy lnfa mation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty, Ply LOT 10/1 WATERSTONE T23171822 7.693544 B06 Common 2 1 Job Reference (optional) Liulloers FirstSource (Plant City, FL), . Plant City,'FL - 33567, 6-4-0 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:02 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-IEr91YEzSjoNVgmOcaSzgg_oxKbl_FVUgbODELzc1 Qp 12-8-0 6-4-0 Scale: 1/2"=1' 5x8 = Iv 0 3x6 = 3x6 = 6-4-0 640 640 .. Plate Offsets X,Y — 2:0-2-12,0.1-8 , 4:0-6-0,0-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.69 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 n/a rue BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 47 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP,No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 4=0-8-0, 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=-652/853 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 Comer(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 6-4-0, Comer(3R) 6-4-0 to 10-4-0, Exterior(2N) 10-4-0 to 12-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.6b plate grip DOL=1.60 3) Building Designer/ Project engineer responsible forverifying 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 at=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 sheetrock be applied directly to the bottom chord. Blvd. Tampa FL 33610 March 12,2021 ® WARNING - Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITIX REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. -- Design valid for use only with MTek® connectors. This design is based only upon parameters shown; and is for an individual building component-, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is :MiTe4 : 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/rPN 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 10/1 WATERSTONE T23171823 2.699544 a C1 Jack -Open 7 1 Job Reference (optional) triant City, rt-J, rrant City, L-;J=it, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:03 2021 Page 1 ID:20VQZHln97x9G5M9NmJ6lQz3Stx-DROXyuFbClwE7_LaAHzCDtX2Rk4thRdvF7mmnzcl Qo i -1-4-0 0-11-4 1-4-0 0-11-4 Scale =1:7.6 Plate Offsets X,Y -- 2:0-0-4,Ed e 'LOADING (psf) SPACING- 2-0-0 CSI. DEFL, i 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 FBC2020/TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-1.1-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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=4111; Cat. 11; 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. fer uss ss 6) Provide mechanical alrconnectionru b others) truss to bearing late capable of withstanding 100 lb uplift at'oint s 3, 4 except t-Ib (Y ) 9P P 9 P J O PG- ) �%,,` % Q- 2=227. •i • No 6;8:182 • %p • S OF �'. Joaqulri Melei PE No.68182 Wilk USA,.Inc..FL Ceft'604. 6904 Parke East Blvd: Tampa fL 0i3q10 We: March 12,2021 ® WARNING - verify design parameters and READIVOTES ON THIS AND INCLUDED MITEK REFERENCE'PAGE MII-7473 rev. 6119=20 BEFORE USE. • Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component; not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 'MITP+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 ANSI/rP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 N/aldorf, MD 20601 Tampa, Blvd. rk East Job Truss Truss Type City, Ply LOT 10/1 WATERSTONE T23171824 2699544 r C1P JACK -OPEN 4 1 Job Reference (optional) ouruiers rnsiauurca lriani City, FL), riant L ny, FL - 3356/, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:04 2021 Page 1 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-hdyi AEGDzK2518wmk?URm53DA808SAhn8vtKlDzcl Qn 14-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 Plate Offsets X,Y — 2:0-0-4,Ed e i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 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 FBC2020/TP12014 Matrix -MP Weight: 5lb 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=91(LC 12) Max Uplift 3==6(LC 9), 2=-246(LC 12), 4=23(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- ` 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 at=lb) 2=246. ,�`II1111111/i��' %%%.oPQvini No .5: S.: OF 1*S'ON,A' ~G���� Joaquin Vellei PE 96.68182 MTTek USA,116c. FL Oert'86M. 6$04 Parke EasYBlvd. Tatdpa.EL 0610 Date:" March 12,2021 ® WARNING - Verify design parameters and READNOTES.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 MOW 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 ANSIlrP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 10/1 WATERSTONE T23171825 7699544 r CIS JACK -OPEN 1 1 Job Reference (optional) ounuers nrsrouurce trianr uly, rLi, rranr idly, rL - JJ301, 0 2x4 = tf.4JU s veD 12 2UZI MI I eK Inaustnes, Inc. I nu Mar 11 U9:42:04 2U21 Page 1 I D:mMq 1 pKnMQsfOZfoRm ROHYCzM WVQ-hdyvAEGDzK2518wmk?URm5310BQgSAhn8vtKlDzcl Qn 0-11-4 0-11-4 0-11-4 0-11-4 3 c2 or 6 Scale =1:6.9 Plate Offsets X,Y — 1:0-0-0,0-0-4 LOADING (psf) SPACING-. 2-0-0 CSI. DEFL. in (loc) .Well Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 3lb FT=20% LUMBER-. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-1:1-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=29(LC 12) Max Uplift 1=-11(LC 12), 2=-20(LC 12), 3=-B(LC 12) Max Grav 1=35(LC 17), 2=22(LC 17), 3=17(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- - 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; 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. Refer o girder(s) truss ss 6) Providte rconnectionu ���` Qv N mechanical b others) truss to bearing late a able of withstanding 100 lb uplift at'oint s 1, 2, 3. (Y ) 9P P 9 P 1 () QP E.N S�.•� ,i��� No �8:182 OF 00 �ii �S• � R. *i O ♦ �� •p N AX� Joaquin VeleiP_E.No.68'182• MiTek USA, Inc -FL Cert'66 11. 6904 Park6 East Blvd. Ta[ripa FL 33610 Date: March 12,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITIX REFERENCE PAGE MII-7473 rev. 5n 9/2020 BEFORE USE. -- Design valid for use only witfi MTek® connectors. This design is based only upon parameters shown; and is for an individual building component; hot• 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 MITP.K• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 10/1 WATERSTONE z699544 r C1V Jack -Open Truss 4 1 T23171826 Jab Reference (optional) •-••• , - ---- o,au s reu .iz caz i ivn i eK maustnes, Inc. I nu Mar 11 UU:42:Ub ZU21 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-9pWINZGrkeAyMlVyli?gllcOwYmLBdwwMZctrfzci Qm I -1.4-0 0-11-4 1-4-0 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) .I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 7 >999 190 BCLL 0.0 Rep Stress Incr YES WB -0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP . LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-4(LC 9). 2=-211(LC 12), 4=-14(LC 1) Max Grav 3=18(LC 12). 2=158(LC 1), 4=41(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (ib) or less except when shown. Scale = 1:7.6 PLATES - GRIP MT20 . 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-1.1-4 oc purtins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mpfi;(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=ib) 2=211. . ,,111111111/1�I NO 6:8 T 8.2 �� . .S F �.. *. OVX Joagliln::Velei PLA6.68182 Welk USA,.Inc..FL Cert 6634, : 6.604 Paiii :Edit Bind: Tampa FL33610 Date: March 12,2021 ®WARNING - Verify design parameters and READ NOTES 'ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19I2020 BEFORE USE. Design valid for use only with Mirek® connectors. This design is based only upon parameters shown; and is for an individual building component; not�� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MI'[eK• 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//TP/1 Quality Criteria, DSB-99 and BCS/ Building Component 6904 Padre 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 10/1 WATERSTONE T23171827 2699544 r C3 Jack -Open 7 1 Job Reference (optional) ouuue,s ru srauuiuc tnnni'ity, r'/, runt i Ky, rL- oaaor, 0 0.43U s reo iz /ud i Ivtl I eK Inausines, Inc. I nu Mar i I uu:4z:ub ZUZI rage I- ID:20VQZHIn97x9G5M9NmJafQz3Stx-e?4gbvHUVylp_R39rQWvrW9Zgx5aw4A4bDMRN6zcl QI 2-11-4 2-11-4 Scale = 1:12.7 Plate Offsets X,Y -- 2:0-1-4,0-0-2 LOADING (psf) SPACING- 2-0-0 CSI, DEFL.' in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 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 Inor. YES : WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- . BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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; 13=`45ft; L=40ft; eave=4ft; Cat. 11; 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. `,%�OPQUIN VFW GENS 61818:2 Cc S. OF r11:. .R . .N0. A' rE? %� Joaquln Velez PE:No:69182 MITek USA,:Inc..FL CM C` , 6904 Parke East IV d: Tam pa FL 33610 Date: March 12,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS ANDJNCLUDED 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 buss web and/or chord members only. Additional temporary and permanent bracingMiTek• 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 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 26601 Tampa, FL 36610 Job Truss Truss Type Qty, Ply LOT 1011 WATERSTONE T23171828 2699544 C3P 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 09:42:06 2021 Page 1 I D:oHYiRCdpc1 quXgUg6?iPJRzdjtT-e?4g bvHU Vylp_R39rQ WvrW9Zgx3mw4A4bDMRN6zcl QI -1-4-0 2-11-4 1-0-0 2-11-4 Scale = 1:12.7 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 DOL 1.25 BC 0.24 Vert(CT) 0.02 4-7 >999 180 BCLL 0.0 Rep Stress [nor YES . WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBCM20/TPI2014. Matrix -MP Weight: 12 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17). 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- ` ''I) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=fi.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=245. Q:UIN VFW :. N o 6.8.182 OF :... :. ,Joaquin Velez PE N6.68182 Welk u A,.Inc. FL Celt'6634. 6904 Pariie 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 _MI�P+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 i ANS/frP/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 10/1 WATERSTONE T23171829 2699544 r C3S JACK -OPEN 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 09:42:07 2021 Page 1 I D:mMg 1 pKnMQsfOZioRm ROHYCzMVWQ-6Ce2oF16GFQfcbeLP728Njhn dLOmfXQ Dgt5_vYzcl Qk 2-11-4 2x4 = 2-11-4 2-11-4 Scale: 1 "=1' Plate Offsets X,Y -- 1:Ed e,0-0-4 LOADING (psf) SPACING-. 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 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: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=89(LC 12) Max Uplift 1=-36(LC 12),'2=-77(LC 12), 3=-6(LC 12) Max Grav 1=108(LC 17), 2=78(LC 17), 3=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-secorid 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. its II1IIlli 5) Refer to girder(s) for truss to truss connections. ��1 �tr: 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 2, 3. ,�%Op.Qv N ' � No 68.182 & Q,.••'- N N.A1-,E, J qulnVelez PE N4.68182 MiTek USA,:Inc..FL Cert'66U. 6904 Parke East• Blvd'. Taf#pa F.I. 3,3610 Date: March 12,2021 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. �• Design valid for use only with 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 T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �MI'[ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parka 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 10/1 WATERSTONE T23171830 2699544 . C3V Jack -Open Truss 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.436 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:08 2021 Page 1 I D:20V QZHln97x9G5M9NmJajQZ3Sbc-aOCQ7bJkl ZYWDIDXzrZNwxEvAlm00_gM3XrYR_zc1 Qj -1-4-0 2-11-4 1-4 0 , 2-11-4 0 M N O Scale = 1:12.7 Plate Offsets X,Y — 2:0-0-15,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) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1,25 BC 0.13 Vert(CT) -0.01 4-7 >909 180 BCLL 0.0 Rep Stress Ind YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 121b 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; BCD L=6.Opsf;h=25ft; B=45ft; L=4Oft; 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. F� 8.18=2 soF 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing-MITeI.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - -II RR fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FBlvd. L East East Job Truss Truss Type Qty Ply LOT 10/1 WATERSTONE T23171831 2699544 . C5 Jack -Open 7 1 Job Reference (optional) v ••'^• �•n • �i, •���� ���n - `�"`� o.9JU s rev lG NCI IVII I eK.Inuusines, Inc. I nu mar 11 uu:4z:Uts zuzl rage 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-zOCQ?bJk1ZYWDIDXzrZN=Esclh90_gM3XrYR_zcl Qj -1-4-0 4-11-4 1-4-0 4-11-4 M 3x4 = 4-1 LOADING (psf) SPACING-. 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.06 4-7 >943 NO TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.06 4=7 >913 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP]2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown., Scale = 1:17.6 PLATES GRIP MT20 - 244/190 Weight: 18lb FT=20% Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES-- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf,, h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 471.0-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=128, 2=196. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. .�% %,4,PauI'N F NO. ORk 01 OF 40+�_ rKe East Blvd. Tampa FL 33610 March 12,2021 ® WARNING - Verify design parameters and READNOTESON 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/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 10/1 WATERSTONE T23171832 2699544 r C5P Jack -Open 4 1 Job Reference (optional) Buitaers rirstSource (Plant uty, t-L), Plant city, I-L - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:09 2021 Page 1. I D:oHYiRCdpcl quXgUg6?iPJRzdjtT-2amoDxJMotgNrvokXY4cTBnzJgw97RwWHBa5—Rzcl Qi M4-11-4 4-11-4 Scale = 1:17.6 4-11 A 4-11-4 Plate Offsets X,Y — 2:0-6-0,0-0-6 LOADING.(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 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 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014, Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD 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=166mph (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 4-1.0-8 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. #fit, 5) Refer to girder(s) for truss to truss connections. 6) Provide 'IN mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 4 except (jt=lb) 3=145, 2=300. �% 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 , G'E:N `�� �,� SF•'. !�� sheetrock be applied directly to the bottom chord. N o 6;8.1$2 O'F J. �y�Fs; : • :O R ,p N,A' J6a'g6In VeI8 PE.No.66182 MiTek USA, inc: FL Cert 669. • 6904 Parke East 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. 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 compdnenl; 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 liuss web and/or chord members only. Additional temporary and permanent bracing •MITe�• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT10/1 WATERSTONE T23171833 2699544 C5S JACK -OPEN 1 1 Job Reference (optional) IrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:10 2021 Page 1 ID:mMg1 pKnMQsfOZjoRmROHYCzMWVQ-WnJAQHK—ZAoET3Nw4Fbr?LJAKZLxsuAfwgKeWtzcl Qh 4-11-4 Scale=1:16.9 3x4 = Plate Offsets X,Y — 1:0-1-0,Ed e 4-11 A r LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.08 3-6 >749 240 MT20 244/190 TCDL - 7.0 Lumber DOC 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 FBC2020ITP12014 Matrix -AS Weight: 16 lb FT = 20% LUMBER-. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=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. 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=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 farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. '3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.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 at --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. ,`,��Illlllf/II/I,I ����,,��•PaG E N S�C�� ��%. % No 6.8.182 p ST'.' OF -.Joaquin 1lelez PE N6.68162 Mifek 11SAJIlic. FL Cert 6634. 6904 Paike.East Blvd. Tampa:FL 33610 I)atlii ' 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, hot a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MI'[ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/f Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke 36610 ast Job Truss Truss Type Qty Ply LOT 10/1 WATERSTONE T23171834 2699544 C5V 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 09:42:10 2021 Page 1 ID:20VQZHI n97x9G5M9NmJalQz3Stx-WnJAQHK—ZAoEr3Nw4FbRLJASZMxsuAf WgKeWtzcl Qh -1-4-0 4-11-4 1-4-0 ' 4-11-4 JX4 i M 4 Scale = 1:17.6 Plate Offsets X,Y — 2:0-0-15,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 0.59 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 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=0-8-0, 4=Mechanical Max Horz 2=214(LC'12) Max Uplift 3=-133(LC 12), 2=-189(LC 12) Max Grav 3=134(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; 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 Comer(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 zone;C=C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to formula. Building designer %% �j, grain should verify capacity of bearing surface. +,�OPQUIN 7) Provide �� mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb)% % 3=133, 2=189. 8) This truss design requires that a minimum of 7/16" structural wood sheathingbe applied directly to the to chord and 1/2" PP Y P gypsum • No. 68.182 � �. •}* sheetrock be applied directly to the bottom chord. 7tG .01 : S: OF 41/ O',. 4 .4.a� N�,�� doaquln Velez PEA6.68182" MiTek USAJilic. FL Qett 6634. 6904 Paths Easf Blvd. Tampa FL 33610 Date: ' March 12,2021 ® WARNING - Verify design parameters and REAONOTES ON THIS AND INCLUDED MITIEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component; not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the. overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pif 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 10/1 WATERSTONE T23171835 2699544 D01 Hip Girder 1 1 Job Reference (optional) -- --- •------•-- r •-••• • •••, • • -n ••�••• �••„ - ����• , 0.- s reu 14 4UG r ivii i eK Inuusules, Inc. I nu Mar "I l u`J:4Z:iz zuzi rage 1 I D:mMq 1 pKnMQsfOZioRm ROHYCzMWVQ-S9RxrzME5o2yiMXJCgdJ4mPU WMyZKb4y_Bplblzc1 Qf -1-4-0 7-0-0 13-6-0 20-0-0 27-0-0 2B-4-0 1 4-0 7-0-0 6-0-0 6-6-0 . 7-0-0 1-4-0 Scale = 1:48.6 NAILED Special = NAILED 5x8 NAILED NAILED 3x6 3 17 18 194 20 Special NAILED NAILED 5x8 = 21 22 5 NAILED NAILED NAILED NAILED 4x6 — � - 2x4 I I 5x8 = 2x4 II _ 4x6 = Special NAILED Special NAILED 7-0-0 13-M 20-0-0 27-0-0 7-0-0 6-6-0 6-6-0 7-0-0 Plate Offsets X,Y -- 3:0-5-8,0-2-4 , 5:0-5-8,0-2-4 , 9:0-4-0,0-3-,4 LOADING (psf) SPACING-. 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.35 9 >936 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.42 8-9 >778 180 BCLL 0.0 Rep Stress Incr. NO WB 0.87 Horz(CT) 0.13 6 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Weight: 123lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc pudins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-34 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=172(LC 7) Max Uplift 2=-1396(LC 8), 6=-1396(LC 8) Max Grav 2=2139(LC 1), 6=2139(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4125/2540, 3-4=-4777/3083, 4-5=-4777/3083, 5-6=-4125/2540 BOT CHORD 2-10=-2077/3683, 9-10=-2080/3709, 8-9=-2080/3643, 6-8=-2077/3618 WEBS 3-10=-66/726, 3-9=-879/1374, 4-9=-899/996, 5-9=-879/1374, 5-8=-66/726 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements 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 chard live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=1396, 6=1396. 8) "NAILED" indicates 3-1 Od (0.148"xY) or 3-12d (0.148"x3.25) toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to, support concentrated load(s) 314lb down and 407lb 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 responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard - 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20 ;ontinued on page 2 0 A Iv 0 N cj 6 8.1 a ST OF N A`I��.�`. L1111,11 „loa 01nMelez PE.No.68182 MiTek'USA,.Inp..FL Cert`6694. 6904 Parke fast Blvd. Tampa FL 33610 Date: WARNING -Verify design parameters and READNOTES.ONTHIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown; and 1s for an individual building component; not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,- storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPll 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 Ply LOT 10/1 WATERSTONE T23.i7l835 ,2699544 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 2 ID:mMgl pKnMQsfOZioRmROHYCzMVvVQ-S9RxrzME5o2yiMXJCgdJ4mPUWMyZKb4y_8piblzcl 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=-1,17(F) 23=-59(F) 24=-59(F) 25=-59(F) 26=-59(F)' 27=59(F) 28=-59(F) Job Truss Truss Type City, ®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 TA building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �MITO _ is always required for stability and to prevent collapse with possible personal injury and property damage. For general -guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf quality Criteria, DSB-89 and 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 10/1 WATERSTONE T23171836 9699544 D02 Hip 1 .1 Job Reference (optional) tinllders FIrstbource (Plant Grty; t-L), Plant Uity, I-L - 3356/, 8.43U s Feb 12 2U21 Mi I ek Industries, Inc. Thu Mar 11 09:42:13 2U21 Page 1 ID:mMgl pKnMQsfOZioRmROHYCzMVWQ-wM?J3JNts5ApKW6Vm09Yd_xjWmJ33Ca5CoY17Czc1 Qe -1-4-0, 6-3-6 9-0-0 , 13-6-0 , 18-0-0 , 20-8-10:. , 27-0-0 1-4-0 ' 6-3-6 2-8-10 4-6-0 4-6-0 2-8-10 6-3-6 4x6 = 3x4 = 4 20 21, 5 22 4x6 = 6 Scale: 1/4"=V P= 8 Iv, 0 3x6 = 3x8 3x4 = 3x8 = 3x6 = 9-0-0 - 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 (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL ' . 20.0 Plate Grip'DOL 1.25 TC 0.47 Vert(LL) 0.17 9-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.31 9-14 >999 180 BCLL 0.0 Rep Stress Incr YES, WB 0.21 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2020/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(LC 12),.2=-680(LC 12) Max Grav 8=997(LC 1), 2=1073(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=,1755/1198, 3-4=-1550/1098, 4-5=-1353/1020, 5-6=-1358/1013, 6-7==1556/1101, 7-8=-1764/1195 BOT CHORD 2-11=-967/1533, 9-11=-865/1488, 8-9=-957/1544 WEBS 3-11=-338/382, 4-11=-336/536, 5-11=-278/242, 5-9=-274/227, 6-9=337/542, 7-9=-349/392 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) 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.1I 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-174-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 1„ to 14-7-14, Interior(1) 14-7-14 to 18-0-0, Exterior(21R) 18-0-0 to 23-7-14, Interior(1) 23-7-14 to 27-0-0 zone;C-C for members andj' forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 E `� 10- plate grip 3) Building Designer / Project engineer responsible for verifying applied roof live load shown loading G N S F•'. covers rain requirements specific,� , to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for 10.0 bottom live load with live loads. .� N O 68.1 8 a psf chord nonconcurrent 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 wide will fit between the bottom chord and any other members. �•-� 7) Provide mechanical connection (by others) of truss to bearing plat6capable of withstanding 100 lb upl'Ift atjoint(s) except at=lb) ' =j ,STA O F (V 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 O k/ ♦j T •:!C P _ �� ♦j �' �• j N sheetrock be applied directly to the bottom chord. i :. NM, ' Iloaglilri Yelei PENo�66182, Welk USA„Inc: FL;Cert 6634. 'a 6904 Oilie East•Blvd. Ta(ri FL $3610 Date: March 12,2021 ®WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ff 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 chordmembers 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 10/l WATERSTONE T23171837 ,2699544 r D03 - Hip Girder 1 - Job Reference (optional) ourwc uarouw ce rnaur i.uy, rmm uity, rL - oaoor, o.4JU S I-eD lZ ZUZI Mt I eK m0ustrles, Inc. I nu Mar 11 09:42:15 2021 Page 1 ' I D:mMg l pKnMQsfOZioRmROHYCzMVWQ-tk73T_o70jQXZgGftpBOiP1_AaO7X-vNOg6l PB4zcl Qc 5-1-5 9-9 3-6-017-3-0 21-10-21 27-0-0 -1-5 -7--9-05 -12 3 3-9-0 5-1-5 Scale: 1/4"=1' 6x8 = 3x8 = 6x8 = 3 19 4 20 5 HTU21 0 i� IG IU y 5x12 = HTU26: 3x8..I I 4x10 MT20HS = 2x4 III HTU26-2 7xl O = HTU26 1.5x8 STP = HTU26 7x10 = HTU26 HTU26 5-1-5i 9-9-0 -1 13-6-017-3-0 21-10-11 ' 5-1-5 ' 4-7-12 3-9-0 3-9-0 - 4-7-12 Plate Plate Offsets X,Y — 1:0-11-8,0-0-4 , 8:0-4-12;0-1-8 ; 9:0-5-0,0-4-12 , 12:0-5-0,0-4-12 , 13:0-4-12,0-1-8 LOADING (psf) i SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid TCLL . . 20.0 Plate Grip DOL 1.25 TC. 0.78 Vert(LL) 0.31 8-9 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 70.36 8-9 >882 180 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 - Matrix -MS LUMBER-: TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 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) . a 3x8 II HTU26 5x12 = HTU26 27-0-0 8-1-5 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 373 lb FT.= 20% , BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12636/8244, 2-3=-10861/6994, 3-4=-9828/6419, 4-5=-10964/6823, 5-6=-j1M2/7451, 6-7=-16219/9741 BOT CHORD 1-13=-7250/11211, 12-13=-7250/11211, 10-12=-6576/10793, 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 togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft;, eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 atjoint(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 atjoint(s) except Qt=1b) 1=3860,7=5466. 12) Use, Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, ;Sin gle Ply Girder) or equivalent spaced at 9-5-3 oc max. starting at 0-4-0 from the left end to 13-10-4 to connect truss(es) to back face of bottom -chord. ;ontinued on page 2 `/1111171���� Ul N V J* 00 `'• No 6818:2 *• �* AL WARNING - Verify design parameters and READ NOTES.ON THIS AND INCLUDED MITEKREFERENCE PAGE.MIL-7473 rev. 5/19/2020 BEFORE USE. ��' Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITP+K•• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabdcation, 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 lifi 16 "I'll 7r174 Job Truss Truss Type Qty Ply LOT 10/1 WATERSTONE T23171837 P699544 >' D03 - Hip Girder 1 . Job Reference o tional Iyunaers rtrsxJource kviant Gny,rL), Hlant Gny, t-L- 3300/, - tl.43U s reD I ZUZI MI I eK Inaustrles, Inc. I nu Mar'11 UW:4Z:It) ZUZI rage Z . I D:mMq 1 pKn MQsfOZioRm ROHYCzM WVQ-tk73T_O7OjQXZgGttpBOiP 1_AaO7XvNOg61 PB4zc1 Qc NOTES- 13) Use Simpson Strong -Tie HTU26-2 (20-1 Od Girder; 14-10d Truss, Single Ply Girder) or equivalent at 15-11-8 from the left end to connect trusses) 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. 161 Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1484 lb down and 1214 lb up at 6-4-12, 782 lb down and 549 lb up at 8-4-12, and 782 lb down and 549 lb up at 10-412, and 782 lb down and 549 lb tap 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(13) 18=-1412(13) 21=-86(B) 22=-160(B) 23=-1484 24=-782 25=-782 26=-782 27=-620(B) 28=-1417(1J) 29=-1413(B) 30=,-1413(B) 31=-1409(B) ®WARNING - Verify design parametersandRE ADNOTES.ONTHIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown; and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the` overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek' is always required for stability and to prevent collapse with possible personal injury, andpropertydamage. For generalguidanceregarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII "Duality 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 10/1 WATERSTONE T23171838 i?699544 r E4 Roof Special 2 1 Job Reference (optional) umiaers rirstaource tyrant cny, t-Lt, mant city, rL - 330a/, 8.43U S t-en .12 2U21 MI I eK Industries, Inc. I hu Mar 11 09:42:16 2021 Page 1 ID:20VQZHln97x9G5M9NmJa1Qz3Stx-LxhShKPl90YOB_g4RWiFFcZG9zSjGbfYumnzkXzc1 Qb -1-4-0. ..3-8-8 . 1-4-0 3-8-8 fl Scale=1:14.6 i 388 388 Plate Offsets X,Y -- 2:0-1-4,0-0-2 LOADING (psf) SPACING-. 2-0-0 CSI. DEFL. in (loc) I/deft L/d, PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. 0.32 Vert(LL) 0.02 4-7 >999 NO MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC, 0.27 Vert(CT) -0,02 4-7 >999 160 BCLL 0.0 Rep Stress Incr YES - WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 14lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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 (I,b) or less except when shown. BOT CHORD 2-4=-131/382 NOTES 1) Wind: ASIDE 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 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 load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=186. March 12,2021 ®WARNING - Verity 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 Wake 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 Job Truss Truss Type Qty, Ply LOT 10/1 WATERSTONE T23171839 a699544 r E4A Roof Special 2 1 Job Reference (optional) Bey, r�i, n m �Ry, rL- aaoor, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:17 2021 Page 1 I D:20VQZHIn97x9G 5M9NmJaIQz3Stx-p7FqugQ NvKhFo8PG7DDUng6SwNn W72vh7Q W WGzzc1 Qa 3-8-8 3-8-8 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.03 3-6 >999 240 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/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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. -All forces 250 (lb) or less except when shown. BOT CHORD 1-3=101/251 Scale=1:13.9 PLATES - GRIP MT20 244/190 Weight: 12 lb FT = 20% 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; 6=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C formembers 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 specifc to the use of this truss component. 3) This truss has been designed fora 10.0.psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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. `,`111111111/I��' E N NO. 0 . P wZ R Jaaquln Vele PEA6.'68182 MiTek USA,.Inc FL Ceit 6634. 6904 Parke Ea481ild.taITIOR 0,3610 Date: March 12,2021 A WARNING - Veriy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IMIP. 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 ANS11TP/f Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 3fi610 Job Truss Truss Type Qty Ply LOT 10/1 WATERSTONE T23171840 2699544 E7 Jack -Open 12 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 09:42:17 2021 Page 1 ID:20VQZHln97x9G5M9NmJa1Qz3Stx-p7FqugQNvKhFoSPG?DDUng6lSNfm?2vh7QWWGzzc1 Qa -1-4-0 7-0-0 1 -4-0 7-0-0 3x6 = 7-0-0 7-0-0 Scale = 1:23.0 Plate Offsets X,Y — 2:0-0-4,Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud 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 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 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=M'echanical Max Horz 2=278(LC "12) Max Uplift 3=-195(LC 12), 2=-217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. • NOTES- _ 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(8) -1-4-0 to 2-8-0, Exterjor(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 fif 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 Qt=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 `�� 'O',.• G E,N' sheetrock be applied directly to the bottom chord. �. Na 6;8.18.. X= • :E OF L _ Al Rf.l`L11� - Joaquln Velez PE No.68182 MiTek USA, Inc.. FL Cert6634. 6904 Parke East Bivd. 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 p p 'iTeW is always required for stability and to prevent collapse with possible personal injury,and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, -2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 10/1 WATERSTONE T23171841 2699544 UP Jack -Open 4 1 Job Reference (optional - • ••------•-- .• ..... --••, � �h � "'� �• ��•), .. - ­, . o. u J reu 14 LUZ I IVa I eR.11MUSIrIeS, Inc. I nu Mar "I "I .Ue:4z:l tf zuz1 rage 1 iD:oHYiRCdpc1 quXgUg6?iPJRzdjtT-HJOC60Q?gep6QH_SYxkjK1 fUgn_okV8rM4G3oPzc1 QZ 1 4-0 7-0-0 1-4-0 7-0-0 .1 1 7-0-0 7-0-0 z Scale=1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.26 4-6 >325 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 0.23 4-6 >360 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 30lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.2 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) . BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II;.Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3)' 14-0 to 2-8-0, Exterior(213) 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 nonconcurre it with any other live loads. 4) * 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 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 •••• �00 . NO, .6.6182' S.IC F "• 1 O ♦ ♦� Joaquln Velez PE No.68182 MiTelk US/1,.Inc.. FL. 0046634. 6904 Parke Ust'Blvd. Tat»pa FL �3610 Date: March 12,2021 A 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 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 �Y� �r1 A 1Tel� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - - i�. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Qualify 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 1011 WATERSTONE T23171842 Z699544 E7V Jack -Open Truss 14 1 Job Reference (optional) 0.9JU 5 reU Iz zUzl IVII I eK Inuusmes, Inc. t nu mar 11 uts:4z:iu zuz1 rage 1. ID:20VQZHIn97x9G5M9NmJalQz3Stx-IWMaJMRdRxxy2RZf6eFytFBkiBOyTxl_bk?dKrzc1 QY i -1-4-0 4-3-9 7-0-0 " 1-4-0 4-3-9 - 2-8-7 . I 3x4 Plate Offsets (X,Y)— [2:0-2-7,0-0-8 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 0.56 Vert(LL) 0.34 6-9 '>247 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.28 6-9 >302 180 BCLL 0.0 * Rep Stress Incr YES. WB 0.09 Horz(CT) -0.03 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 _ Matrix-AS Weight: 26lb 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=7134(LC 12),.2=-21 O(LC 12), 5=-59(LC 12) Max Grav 4=161(LC 17), 2=3216(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. 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) 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) 5 except at=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. March 12,2021 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITFJt 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 isforan 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 A/11Te1� - is always required for stability and to prevent collapse with possible personal injury.and property damage. For general- guidance regarding the WOW .� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 10/1 WATERSTONE T23171843 2699544 + G01S Hip Girder 1 1 Job Reference (optional)- rers Flrst5ource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:20 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-DiwyXiSGCF3pfb8rgMnCPSkugbgWCKW7pOlAtlzcl QX 1 4-0 3-9-4 7-0-0 9-10-0 12 a-0 15-10-12 19-8=0 14-0 3-9-4 3-2-12 2-10-0 2-10-0 3-2-12 3-9-4 4x6 = 3x4 = 17 ' 5 18 19 4x6 = Scale = 1:35.2 3x4 = 3x8 = 5x8 = 3x4 = 7-0-0 . , 9-10-0 . , 12-8-0 15-10-12 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 Ind NO Code FBC2020/TPI2014 CSI. TIC 0.61 BC 0.85 WB 0.33 Matrix -MS DEFL. in Vert(LL) 0.23 Vert(CT) -0.24 Horz(CT) -0.08 (loc) I/defl . Ud 9-10 >999 . 240 9-10 >999 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 96 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 34-14 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 2-1 0=-1 869/2481, 9-1 0=-1 906/2486, 8-9=-1953/2510 WEBS 3-10=-289/198, 4-10=-545/849, 5-10=-255/304, 5-9=-271/283, 6-9=-503/863, 7-9=-298/222 'NOTES- 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; SCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. �� I 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. * •• �C•�, N O' 68.1' $? 6) 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. 7 �. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 8=1097, 2=1.194.F 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 Ib down and 344 lb up at Q 7-0-0, 112lb down and 195 lb up at 9-0-12, and 112lb down and 195 lb up at 10-7-4, and 190 lb down and 344 lb up at 12-8-0 on top 386 lb down 279 !� T •. Q` , �� �i�Fs�•; chord, and and lb up at 7-0-0, 84 lb down and 28 lb up at 9-0-12, and 84 lb down and 28 lb up at 10-7-4, and 386 lb down and 279 lb up at 12-7-4 on bottom The design/selection -� R GN•`�� ' chord. of such connection device(s) is the responsibility of others.At, G` 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Joaquln Veiei FE:No.68182 LOAD CASE(S) Standard MiTOk UtkIno. FL Cerf.6634. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 6904 Parke East Blvd. Tampa FL 33610 Date: Marrh 19 91191 Continued on page 2 Wit WARNING -Verify design parameters and READ NOTES ON 7HlS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5l1912020 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 ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety lnformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20.601 Tampa, FL 36610 Job Truss Truss Type Qty, Ply LOT10/1 WATERSTONE T23171843 �699544 G01S Hip Girder 1 1 Job Reference (optional) irstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:20 2021 Page 2 ID:20VQZHln97x9G5M9NmJalQz3Stx-DiwyXiSGCF3pfbBrgMnCPSkugbgWCKW7pOlAtlzcl 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 INCLUDED MITFJC REFERENCE PAGE MII.7473 rev. 5/f 972020 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• atruss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITIeK• is alvrays 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 W sses and W ss systems, see ANSYTP/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 10/1 WATERSTONE T23171844 2699544 + G02S Hip 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb .12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:21 2021 Page 1 I D:20VQZHln97x9G5M9NmJalQz3Stx-huULk2TuzZBgHIiI E31RygG57_3RxgdH22UkPkzcl Q W -1-4-0 6-3-3 9-0-0 108-0 .., 13-4-13 19.8-0 1-0-0 6-3-3 2-8-12 1 8-0 2 8-13 6-3-3 Scale = 1:35.7 4x6 = 4x6 = 3x6 = 4x6 = 3x4 = 3x6 = 3z4 = 9-0-0 19-8-0 rlaie unseis A,i -- LOADING (psf) t, SPACING- 2-0-0 CSI. DEFL. in (loc) .I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.14 8-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL: 1.25, BC 0.68 Vert(CT) -0.30 8-13 >780 180 BCLL 0;0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 89lb 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=116311036, 3-4=-951/909, 4-5=-805/846, 5-6=-953/912, 6-7=-1169/1045 BOT CHORD 2-10=-781/1018, 8A60 468/805, 7-8=-794/1014 WEBS 3-1 0=-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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2E) 2-8-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=405, 2=529. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,`,�I111111//���, No. 6,8.18210 STA, OF r� 0 ', •• '�,� A1- E?G �% /RI,PI1111� Joaquin Velez PE No.68182 MiTek USA,,Inc: FL Cett'68M 69114 Parke tW Blvd. TaRipa F.L 33610 Date: March 12,2021 A,WARNING -Verify design parameters and READNOTES'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 A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracingMiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 10/1 WATERSTONE T23171845 2699544 G06S Common 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 09:42:22 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-A42jxNTWksJXvvlEnnpgUtpEbOMsgGDQHiEHxAzc1 QV 1 4-0 5-5-5 9-10-0 14-2-11 19-8-0 1-4-0 5-5-5 4-4-11 4-4-11 5-5-5 Scale=1:35.1 46 = Io 3x6 = 5x8 = 3x6 = 9-10-0 19-8-0 9100 9100 . Plate Offsets X,Y -- 2:0-2-12,0-1-8 , 6:0-6-0,0-0-2 , :0-4-0,0-3-0 :LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deU 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 FBC2020/TPI2014 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=-1210l1325 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. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(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, 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 vIN VF ��I 3 Building Designer /Pro Project engineer responsible forveri In a lied roof live load shown covers rain loading requirements 9 9 1 g P fy 9 applied g qspecific♦ �, � Q to the use of this truss component. .`• G'E N S ice. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �. � .' �, - � '�• � 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. NO :6.8.182 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 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. .:� ST O'F ill::' �,O'. �.i. Q;.,,`.♦,.�. �`% Joaquin Alei PE No.66162 MiTek USA,.Inc..FL Ce1t6634 6964 Parke East Blvd: Tampa EL 33610 Date: March 12,2021 ® WARNING - Verify design parameters and READ NOTES.ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 6/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon.paramelers 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 �Tek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IYI fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPH 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 1011 WATERSTONE T23171846 �699544 G07S Common 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 09:42:23 2021 Page 1 I D:20VQZHln97x9G5M9NmJalQz3Stx-eHc59jU8VAROX3tQ LUKvl5MPKoi5PjTaV MzgTdzc1 Q U =1-4-0 , 5-5-5 9-10-0 , 14-2-11 19-8-01 ' 1-4-0' 5-5-5 ' 4-4-11-4-4-11 5-5-5 Scale=1:35.1 4x6 = Io 3x6 = 5x8 = 3x6 = :LOADING (psf) TCLL ` . 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2020/TPI2014 CSI. ITC 0.58 BC 0.86 WB 0.25 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LLj -0.15 7-10 >999.. 240 Vert(CT) -0.31 7-10 >762 190 Horz(CT) 0.03 6 n/a n/a - PLATES GRIP MT20 244/190 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 N6.3 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.Dpsf; 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, Exterior(2N) 13-10-0 to 19-8-0 zone;C-C for members and forces & MWFRS for'reactions shown; Lumber `,��� 1111/l�� L=1.60 plate grip 3 Buuiildin Designer / Project en Oineer responsible for verifying applied roof live load covers 9 99 P loading ,, Q�' N- shown rain requirements specific Y 9 PP 9 q.`� to the use of this truss component. �Q� , �� � 0. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� � G E<N .'•V SF•'. 5) • This truss has been designed for a live load of 20.Dpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. No 68.182, ;. 6) Refer to girder(s) for truss to truss connections. .: �It -• 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=ib) Z' 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 '+ ' O ST' O F chord. • • N A; E��. 11 :6904 Parke EastBlvd: TamPa FL 33610 Dater March 12,2021, ®WARNING - Verifydeslgn parameters and RFADNOTES.ON'rHIS 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI?P/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 10/1 WATERSTONE T23171847 z699544 + GOBS Roof Special Girder 1 1 Job Reference (optional) �Li. _IS F'15L000J6= tnaur �!Ly, r�/, nano carry, rL - aoonf, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:24 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-6TATM3VmGUZF8CScvCr8aluaLC3s874jkOj003zc1 QT 5-3-7 9-10-0 15-11 8 20-6-2 25-1-8 29-8-8 321-0 38 8-O 0-0- 5-3-7 4 6-9 6-1 8 4fi-10 4-7-6 4-7-0 2-7 8 65-0 1-4-0 5x6 = 6.00 12 3x6 = 3x8 = 3x6 = 3x4 = 1.5x8 STP = 3x4 = 1.5x8 STP = 2x4 11 3x4 = 3x6 = 5-3-7 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 5x6 = 15-11-8' 3x6 = 3x4 = 2-7 Scale=1:69.7 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC. 0.63 Vert(LL) -0.18 20-23 >999 240 MT20 244/190 BC 0.83 Vert(CT) -0.39 20-23 >600 180 WB 0.42 Horz(CT) 0.02 10 n/a n/a Matrix -MS Weight: 187lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-8-0 except Qt=length) 1=Mechanical. (lb) - Max Horz 1=-224(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) except 1=-359(LC 8), 17=-867(LC 8), 14=-545(LC 8), 10=-353(LC 8) Max Grav All reactions 250 Ib or less atjoint(s) except 1=640(LC 1), 17=1270(LC 1), 14=804(LC 18), 10=509(LC 14) FORCES. '(Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=rl017/638, 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=-275192, 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=-3521394, 8-14=-768/434, 4-18=350/239 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); LumberDOL=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 lb 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 Continued on page 2 `��11111/*wi ULN vF� '*: i NO 68:182 S OF 1C1 doaquln Velez PE N6.68182 MiTek USAJnc. FL Cent 6-634. 6904:Fi,iM East•Blvd. TampaF.L 33610 Date: AL WARNING - Verify design parameters and READNOTES 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 pmpedy 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'W is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL_ 36610 March 19 9f191 Job Truss Truss Type Qty Ply LOT 10/1 WATERSTONE T23171847 2699544 + G08S Roof Special Girder 1 1 Job Reference (optional) ••-••---•- �••• ^,• • ���w�- ����, o.vau s rev -i[ zuz i Ivu I eK Inausmes, Inc. I nu Mar 11 UU:4Y:Y4 ZU21 Page 2 ID:20VQZHln97x9G5M9NmJalQz3Stx-6TATM3VmGUZF8CScvCr8aluaLC3sB74jkOj003zcl QT LOAD CASE(S) Standard 1) bead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) 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(B) 34=-22(B) 35=-29(B) ® WARNING -Verify design parameters and READ NOTES ON THIS ANQJNCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 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 11 /1Te is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MIi k 7. 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 10/1 WATERSTONE T23171848 2699544, H7 DIAGONAL HIP GIRDER 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 09:42:25 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-afjraPWO1 nh6mMOoTvMN6WRjucORtbrtzgSxYVzc1 QS ,.-1-10-10 5-2-5 6-10-10 , 9-10-13 1-10-10 5-2-5 1 8-5 3-0-3 Scale = 1:22.0 3x4 = rlaIe Vnsets, h,T -- Z:U-1-11,t0 e - - 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) -0.67 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 FBC2020rrP12014 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 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 6), 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. Camp./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=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint 4, 341 lb uplift at joint 2 and 159 lb uplift atjoint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 35 lb up at 1-5-12, 119 lb down and 61 lb up at 1-5-12, 127 lb down and 101 lb up at 4-3-11, 123 lb down and 85 lb up at 4-3-11, and 165 lb down and 169 lb up at 7-1-10, and 163 lb down and 159 lb up at 7-1-10 on top chord, and 7 lb down and 13 lb up at 1-5-12, 55 lb down and 16 lb up at 1-5-12, 18 lb down and 23 lb up at 4-3-11, 18 lb down at 4-3-11, and 39 lb down and 31 lb up at 7-1-10, and 37 lb down at 7-1-10 On bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 11=-1(F) 12=-80(F=-42, B=-37) 13=-7(F) 14=-16(F=-11. B=-5) 15=-62(F=-33, B=28) 0. ``�I111111//II NO 68.18.2 Q-Z ?� S OF 41/.,. 0': Lll.11lllll� ,Joaquin Vel&PE No.68182 MiTek 1.19kinc. FL Ceti 6634. 6904 Parke East Blvd. Tampa EL 33610 Dater March 12,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and 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 MITP+K• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36 Job Truss Truss Type Qty Ply LOT 10/1 WATERSTONE T23171849 2699544- H7P DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Builders First5ource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:26 2021 Page 1 I D:20VQZHI n 97x9G5M9NmJalQz3Stx-2sHEnlXOo5pzO Wb?Octcrj_tH?gvc3TOCKCU4yzc1 Q R -1-10-10 5-2-5 6-10-10 9-10-13 1-10-10 5-2-5 1 8-5 3-0-3 3x4 = 9-10-13 9-10-13 Scale = 1:22.0 LOADING (psf) SPACING- 2-0-0 CS 1. DEFL. in (loc) I/deft Ud PLATES GRIP. TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.44 6-9 >270 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.50 6-9 >234 180 BCLL 0.0 Rep Stress Incr NO: WB 0.30 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 41lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) . Max Uplift 4=-141(LC 8), 2=-454(LC 8), 6=-335(LC 8) Max Grav 4=109(LC 1), 2=515(LC 1), 6=349(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces_ 250 (lb) or less except when shown. TOP CHORD 2-3=600/486 BOT CHORD 2-6=-579/564 WEBS 3-6=-609/625 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-7-14 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); 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 B5 lb up at 4-3-11, 5 lb down and 85 Ib.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 lb 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 (plo Vert: 1-4==54, 5-7=-20 Concentrated Loads (lb) Vert: 12=-75(F=-37, B=-37) 14=-10(F=-5, B=-5) 15=-57(F=-28, B=-28) %%%.oPQvi.. VF<F % �� 'J .• �GE:NS �i N0, ;68.182 : 3 S OF ' o w Q'i ONA4E�,.�. Joaquln Velez PE:No.68182, MiTek USA,Jnc. FL Cert'6634. 6004_ Parke East Bigd. Tatripa;FL 33610 Dater - March 12,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19I2020 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mffek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 QuaW 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 10/1 WATERSTONE T23171850 2699544, 9 H7V Diagonal Hip Girder 2 1 Job Reference (optional) ouuaers rirsraource Irian[ city, FQ, F9ant city, FL - 33b6/, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:27 2021 Page 1 I D:20 VQZHln97x9G5M9NmJalQz3Stx-W2rc?5XfZPxq7gABaKPrBxW4GP6RLUw9Q_x2cOzcl QQ -1-10-10 5-4-1 9-10-13 1-10-10 5-4-1 4-6-11 Scale = 1:22.6 3x4 0-3 b-4-1 -3 5-3-14 9-10-13 4-6-11 LOADING (psf) SPACING- 2-0-0 - - CSI. DEFL. in (loc) Udef Lid 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 n1a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 2=0-8-0 Max Horz 2=336(LC 8) Max Uplift 4=-276(LC 8), 5=-142(LC 8), 2=-269(LC 8) Max Grav 4=289(LC 13), 5=377(LC 13), 2=412(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1159/502 BOT CHORD 2-7=-727/1151, 6r7=-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. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • I111I III j�� 4) This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. , �; U IN 5) Refer to `��``� girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers to ANSI/TPI 1 G E N S'I��, parallel grain value using 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 joint4, 142 lb uplift at �- (Va 68.182 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). 7k •. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 . . 1 .. S O'F :., Uniform Loads (plf) Vert: 1-2=-54 !Oi�• P �•��(/,� .00 dal Loads (lo TrapezolVert �`,` 2 0(F=27, B=27)-to-4=-134(F=40, B= 40), 8=0(F=10, 8=10)-to-5=-49(F=-15, a=-15) !S;S`DNQ1-S ��/1a11:1111��' Joaquin Velez PE No.68182 Mff-ekU9&.Inc-A Cert'66M. 6904 Pattie East Blvd. Tarhpa EL W10 fate: March 12,2021 ®WARNING -Verify design parameters and READ -NOTES ONTHIS 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 ANSUTPI1 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 10/1 WATERSTONE T23171851 26995a14r L01 HIP GIRDER 1 1 Job Reference (optional) rers Firsiaource (Fiant city, FL), viant City, FL - ;1sbbi, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 09:42:28 2021 Page 1 I D;oHYiRCdpcl quXgUg6?iPJRzdjtT-_EP_CRYHKi3hdgIN81 w4k83CLpOY4y4Jfehb9gzcl QP 1 4-0 5-1-3 7-0-0 10-0-0 13:2 0 15 0-6 20-0-0. 21-4-0 1-4 5-1-3 1-10-13 3-0-0 3.0-0 2-N 4-11-10 14-0 Scale = 1:36.9 4x6 = 3x4 = 19 5 20 4x6 = 3x8 = — — i 3x8 = 3x6 = 3x6 = 7-0-0 13-0-0 20-0-0 7-0-0 6-0-0 7-0-0 Plate Offsets X,Y — 2:0-0-0,0-0-2 , :0-0-0,0-0-0 , 8:Ed e,0-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 :TC 0.82 Vert(LL) 0.39 10-12 >615 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25, BC 0.90 Vert(CT) 0.31 10-12 >771 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) -0.11 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 98lb 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=O Max Harz 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, 6-1 0=-1 120/934, 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=4t 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 covers rain loading requirements specific �% ♦ Q.•�... .. �I to the use of this truss component. ♦ J GE:N �'' 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.10 6) * 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 No 6;8.18'2 will fit between the bottom chord and any other members. * ; •.. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1814 lb uplift at joint 2 and 1814 lb uplift at joint 8. b 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 S.((� 7-0-0, 154lb down and 205 lb up at 9-0-12, and 154 lb down and 205 lb up at 10-11-4, and 173 lb down and 384 lb up at 13-0-0 on `F 4 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, !��T ..!C� O Q �.. ` ♦♦♦ and 403lb down and 424lb up at 12-11-4 on bottom chord. The design/selection ofsuch connection device(s) is the responsibility I��s �Ra.• 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). LOADCASE(S) Standard JoaquinYelei PENo. 68182 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MiTek USA,, Inc.. FL Cert66A. Uniform Loads (plf) 6904 P_arke'East•Blvd. Tattipa FL 93610 Vert: 1-4=-54, 4-6=-54, 6-9=-54, 13-16=-20 Date: March 122n21 'ontinued on page 2 ®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 chard members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury,and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 10/1 WATERSTONE T23171851 2699.544 a L01 HIP GIRDER 1 1 Job Reference (optional) --'--------•-- .• •-••• ^> -n •�• • �••>. - ����o.yov 5 rau 14 GUL I Nll I eK In0U3[rle5, Inc. I nu Mar i i u`J:4z:zt3 zuzl rage z I D:oHYiRCdpc1 quXgUg6?iPJRzdjtT,-_EP_CRYHKi3hdgIN81 w4k83CLpOY4y4Jfehb9gzcl QP LOAD CASE(S) Standard 'Concentrated Loads.(Ib) 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 - Verity design parameters and READNOTES .ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5N 9/202o BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and is for an individual building component - note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the gverall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TPIt 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 10/1 WATERSTONE T23171852 2699640 L02 Hip 1 1 Job Reference (optional) a triaur i y, ILI, Warn i ity, rL - oaaor, m4JU S t-eD 1Z ZUZI MI I eK Inaustnes, Inc. I nu Mar 11 09:42:29 2021 Page 1 I D:oHYiRCdpcl quXgUg6?iPJRzdjtT-SRzM PnZv5OBYF_KaiIRJGM cLbDg1 pNSSuIQ9hGzcl Q 0 1-0-0 6 3 6 9-0-0 11 0-0- 13 8-10 20-0-0 21-4 0 1-0-0 6-3-6 2-8- 0 2-0-0 2-8-10 6 3 6. 1-0-0 5x6 = 5x6 4 5 4x6 = 4x10 MT20HS = 4x6 — 3x4 = 3x4 = Scale = 1:36.9 Io 1 r 900 2-00 9-00 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/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 Tit 0.91 Vert(LL) . 0.60 9-17 >401 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.52 '9-17 >460 180 MT20HS 187/143 BCLL 0.0 Rep Stress [nor YES WB 0.48 Horz(CT) -0.04 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 92 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 *Except* 4-5: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 7=0-4-0 Max Horz 2=213(LC 11) Max Uplift 2=-960(LC 12), 7=-960(LC 12) Max Grav 2=812(LC 1), 7=812(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied: FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1182/2872, 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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C I'omer(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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 join] 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. )a FL $3610 March 12,2021 ® WARNING - Verify design parameters and READ NOTES:ON THIS'AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5N 9l2020 BEFORE USE. Design valid for use only with MiTekO connectors. This.Cesign 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 pp� T always required for stability and to prevent collapse with possible personal injury. and property damage. For general guidance regarding the _ Iy1�Tek` fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TP11 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 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. : - Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth:. �'yT7fi r I. For 4 x 2 orientation; locate plates 0- 'lid' from outside edge of truss. 0 Of O 2 U a O H Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS 8 7 6 5 O 2 U a O F- This symbol indicates the, JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE required direction of slots. in AROUND THE TRUSS STARTING.AT THE JOINT FARTHEST TO connector plates. THE LEFT. Plate. location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT software'or upon request. NUMBERS/LETTERS. PLATE SIZE The first dimension is the plate 4X 4, width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION. Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing, if. indicated. BEARING Indicates location where bearings (supporfs).occur. Icons vary, but' reaction section indicates joint number -where bearings occur. Min size shown is for crushing only. IRS Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing.. . ' BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. PRODUCT CODE APPROVALS ]CC -ES Reports: ESRA311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, E8R-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 lumb`elr"values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 A General Safety Notes Failure to F011ow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing; or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor; property owner and, all other interested parties. S. 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 1 M 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 lateralbracing 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 indicatedotherwise. 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 ANSI/TPI'1 Quality Criteria. 21.The design does not take iSrto account`any dynamic or other loads other than those expressly stated.