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Home My WebLink AboutTruss46-06-00 N r N 'ITLO Cfl li 0') O /y �r co� " fl CO COO � co `C Q. Q <C Q �C -� QQ Q Q Q Q Q Q <C Q < <_- -<C U G h -10 ,r J2S r I CJ3= Y �- - o a o o S CJ5 O o 0 o O o' o 0 o O o o O y CD l O o a O o O O O O O 0 O O O a O 7-00-00 1 1 1 1 1 1 I I 1 I 1 I 1 s � O I O O O O O O , I O O O O O O O a O s r O O O O" a O O O O O O O O O / J7= _ 1 1 1 1 1 1 1 1 1 1 Y 1 / N 'r N N N N N N N N N N N N N N N I o J7- I / O I - - I N i N \�I y , J7 r/ J7 I I I L J7r - �✓ �' _ Q. O J7 � 0 _ I 0 r� CJ5 ♦ t:� i.. h t a . rr - ✓ r ., , JI CJ3' - 40 CD b r 10 y s 0 O �� d ' v r ©a o „ d CA vy. y v y oca �, \Y 0,>, x C� 4l \ \ 05 — t k! �� 9-01-00 v '� �v / goo 5.� •� _ r, _ p/✓ i _ v `dQ `r v O 7 0 / hr rz/ v L, o _ �� a � y''' V a. y _ 2 , o- 0 �, Cb F E? o, 2, i G , c y\ ✓ 00 '� S- r ;. .. �; l >, ®0 o , B . o \ 4 ^ n r �zrC ;, ✓q2 � T 6 6,� l r O � � . ' 4r, i ✓ i ,n 4 70. ® v r✓ i''ci - i' ,x sue% / / � r �j r \ On , \ , c� �\ sS o ,� h ra C�; 70. \ ® �. ., 00'0 0 I fII CAUTION... DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1 NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2 BEARING BLOCK REQUIREMENTS. ) Q 3 SCAB DETAILS IF REQUIRED 4) UPLIFT AND GRAVITY REACTIONS. I WARNING Backchar es Will Not Be Accepted g P Regardless of Fault Without Prior g Notification By Customer Within 48 HoursAnd Investigation B .III.. Y Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible P For All Connections Other Than Truss_ to Truss Gable Shear Wall And III Connections, Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. I BEARING HEIGHT SCHEDULE - - .d, i�EVI /: E E D ' ' F - O R E - ni ne /r 9 e' D ,.. E C M sso LI aat � 7 e c NCE S I TH E E REVI EW W AND APP ROVAL U VA C LOFT: 1 H E SE D N�s COUNTY /C S STRICTLY FOR TRUSS � R SS SHOP DRAWINGS B C CM C COMPLIANCE � FIANCE WITH ROOF PLAN=GEOt•A£RTY A I AND i DOES NOT RELIEVE THE TRUSS FABRICATOR OF HIS R ESP ON SIBI LITY FOR CO THE „� CONFORMANCE WITH ENGINEERS Trc SS LAYOUT. THE TRUSS BUILDER: FABRI CATOR i AT 1 I OR IS RESPONSIBLE FOR NOTIFYING THE GENERAL CONTRACTOR IN WRITING PIA JWN CONSTRUCTION DEVIATION FROM THE ; < OF ANY / I E ENGINEER'S - -- ---- / R S LAYOUT. THE -- - GENERAL CONTRACTOR O r S RESPONSIBLE FOR / COORDINATING PROJECT: O - TING AND RESOLVING Single Farrell I OLVING ANY 1NCON- I y O;/ SISTENCIES BETWEEN THE, TRUSS SHO P AND ANY OTHER APPLICABLE TRADE INCLUDI NG A MODEL: M SNII SIDENCE II RCHITEC7UAL, STRUCTURAL. I I AND MECHANICAL. ALL RESPONSIBILITIES _ -- — NSIBILITIES SHALL ADDRESS: l HOLIDAY OUT CONFORM WITH AN SI W / 2002 / TPI . TCA 4 _ I APPROVED;C,, LOT / BLOCK: 1 NO EXCEPTIONS ARC#. C4P -- I, APPROVED WITH COMMENTS NOTED SUBDIVISION: REV ISE AS N ED` RESUBMI T CITY: ', PORT ST. LUCIE O RE JECTED; CTED, OMMENTS AS NOTED DRAWN BY: AV BY - DATE IL 10 to JOB # : L 2484376 I II I 12 DATE: 10/12/2020 'SCAL1 NTS I II PLAN DATE: 2020 3151 wedr;. REVISIONS: TYPICAL END 2. DETAIL 3..- - - VERI ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL : 4., SOME CEILING FRAMING REQUIRED INFIELD BY BUILDER- MAII WIND FORCE RESISTING SYSTEMIC-C HYBRID WIND ASCE7-10 ENC SED IMPORTANT EXP ISURECATEGORY D OCC JPANCY CATEGORY II This Drawing Must Be Approved And 1 W1 170 MPH WIND IIIMPORTANCE FACTOR 1.00 Returned Before Fabrication Will, '. Nos' TRU$$ES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD - NON ONCURRENT WITH ANY OTHER LIVE LOADS Begin. For An PCod Conndd tiOn Check All �I Dimensions And Prior To -- -- Approval Of Plan. FirstSource ROOF LOADING FLOOR LOADING SIGNATURE BELOW INDICATES ALL TCLL: 30 PSF TCLL: 40 PSF NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. 4408 Airport Road TCDL: 15 PSF TCDL: 2d PSF Plant City, FL 33563 BCDL: 10 PSF BCDL: � PSF E3y Date Ph. (813) 305-1300 TOTAL: 55 PSF TOTAL: 0 PSF Fax (813) 305-1301 DURATION: 1.25 DURATION: 1.0 i umber design values are in accordance with ANSI/TPI 1 section 6:3 hese truss designs rely on lumber values established by others. A'AiTek" RE: 2484376 - 2484376 Site Information: Customer Info: PIA JWN CONSTRU Lot/Block: 1 Address: HOLIDAY OUT LOT 1, - - Lity: --PORT SAINT LUCIE Name Address and License # of Stl Name: Address: City: General Truss Engineering Criteria Loading Conditions): Design Code: FBC2020/TPI2014 Wind Code: N/A Roof Load: 55.0 psf This package includes 56 individual, " With my seal affixed to this sheet, I he conforms to 61G15-31.003, section 5 No. Seal# Truss Name Date 1 T22125684 Al G 12/10 2 T22125685 A2 12/10 3 T22125686 A3 12/10 4 T22125687 A4 12/10 5 T22125688 A5 12/10 6 T22125689 A6 12/10 7 T22125690 A7 12/10 8 T22125691 A8 12/10 9 T22125692 A9 12/10 10 T22125693 A10 12/10 11 T22125694 All 12/10 12 T22125695 Al2G 12/10 13 T22125696 A13 12/10 14 T22125697 A14 12/10 15 T22125698 A15 12/10 16 T22125699 A16 12/10 17 T22125700 A17 12/10 18 T22125701 A18 12/10 19 T22125702 A19 12110 20 T22125703 A20G 12110 21 T22125704 BIG 12/10 22 T22125705 B2 12/10 The truss drawing(s) referenced above ha under my direct supervision based on the provided by Builders FirstSource (Fort Pi Truss Design Engineer's Name: Lee, My license renewal date for the state of F a IMPORTANT NOTE: The seal on these truss a that the engineer named is licensed in the jurisdiction( designs comply with ANSI/TPI 1. These designs are I shown (e.g., loads, supports, dimensions, shapes and given to MiTek or TRENCO. Any project specific info TRENCO's customers file reference purpose only, anc preparation of these designs. MiTek or TRENCO has applicability of the design parameters or the designs fi the building designer should verify applicability of desi incorporate these designs into the overall building des MiTek USA, Inc. 6904 Parke East Blvd. ON Project Name: - Model: SMITH RESIDI�Vet FL 33610-4115 Subdivision: HOLIDAY OUT State: FL Engineer of Record, If there is one, for the building. License #: State: Design Loads (Individual Truss Design Drawings Show Special Design Program: MiTek 20/20 8.4 Wind Speed: 170 mph Floor Load: S5ca'psf 105.0 ss Design Drawings and 0 Additional Drawings. by certify that I am the Truss Design Engineer and this index sheet the Florida Board of Professional Engineers Rules. w No. Seal# Truss Name Date Q 2 23 24 25 26 27 29 30 311 32 34 36 37 38 40 41 42 43 44 T22125706 T22125707 T22125708 T22125709 T22125710 T22125711 T22125712 T22125713 T22125714 T22125715 T22125716 T22125717 T22125718 T22125719 T22125720 T22125721 T22125722 T22125723 T22125724 T22125725 T22125726 T22125727 B3G B5 CJG CJ2S CJ3S CJ4S CJ4S CJ5S CJ6S CJ7S FGI FG2 FG3 FG6 been prepared by MiTek USA, Inc. ius da is February 28, 2021. mponent designs is a certification ) identified and that the ased upon parameters iesign codes), which were ,nation included is for MiTek's or was not taken into account in the iot independently verified the r any particular building. Before use, n parameters and properly 1n per ANSI/TPI 1, Chapter 2. 12/10/20 12/10/20 12/10/20 12/10/20 12/10/20 12/10/20 12/10/20 12/10/20 12/10/20 12/10/20 12/10/20 12/10/20 12/10/20 12/10/20 12/10/20 12/10/20 12/10/20 12/10/20 12/10/20 12/10/20 12/10/20 12/10/20 r A N O 5 •� 5 •� v N n C C_ /a C'J w aW P a� :j� STATE OF Z 00 . •�(/ Julius Lee PE No.34869 Mfrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 10,2020 Lee, Julius 1 of 2 A -M iTe k® M!Tek USA, Inc. RE: 2484376 - 2484376 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: } Customer Info: PIA JWN CONSTRUCTION Project Name: - Model: SMITH RESIDENCE Lot/Block: 1 Subdivision: HOLIDAY OUT Address: HOLIDAY OUT LOT 1, - City: PORT SAINT LUCIE State: FL No. Seal# Truss Name Date 45 T22125728 FL1 12/10/20 46 T22125729 FL2 12/10/20 47 T22125730 FL3 12/10/20 48 T22125731 FL5 12/10/20 49 T22125732 HJ3 12/10/20 50 T22125733 HJ4 12/10/20 51 T22125734 HJ7 12/10/20 52 T22125735 HJ7S 12/10/20 53 T22125736 J3 12/10/20 54 T22125737 J7 12/10/20 55 T22125738 RG 12/10/20 56 T22125739 M1G 12/10/20 2 of 2 II Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs -rely on lumber valves established by others. I RE: 2484376 - 2484376 Site Information: Customer Info: PIA JWN CONSTRUC Lot/Block: 1 Address: HOLIDAY OUT LOT 1, - City: PORT SAINT LUCIE Name Address and License # of Stru -Nara: Address: City: General Truss Engineering Criteria LoadhTTConditions): Desigrr-Code F-BC2020/TPh2G1A= Wind Code: N/A -% ;load: 55.0 nsf This packages includes 5ci i,od✓iut�ai; ' With my seal affixed to this sheet, i N conforms to 61G15-31.-003, section 5 me -1 2 -3- 4 5- -6 7_ -8- 9- 10 11 12 13 14 15- 16 17 18 -i9- 20 -21 22 Seal# Truss Name Date T22-125684 A1G T-221256t55-A2 T22125686 A3 T 22125687` A4 T22-125688 f15 T 22125689-- A6 T22-1256-90- A7 T221-25691 A8 T22125692 A9 T22125693 i+M T22125694-A11 T22125695 A 12G T22125696 A13 T22125697 A14 722125698 A15 -T22125699 A16 T22125700`-A-17 T22125701 A18 T22125702-A19 T22125703 A20G- —T2212-5704 - B 1 G T22125705 -132 12/1 12/1 1211 12/1 12/1 12/1 12/1 12/1 MiTek -USA, Inc. 6699004nParke East Blvd. N Project Name: - Model:- Sid T+-R€SlDttuC: FL 33610-4115 Subdivision. -H-OL A —OUT- State: FL Engineer -of -Record, If-ther-e-is-ogee, for the building. License #: State - Design -Loads (IndiilAdualTruss Design Drawings ShovrZoecial Design Program:- MiTek 20/20 8.4 Wind Speed: 170 mph -F1oer-Load 33:0=psf Design -Drawings and 0 Additional Drawings. certify that I am -the Truss Design Engineer and,this index sheet Florida -Board of-Pr-ofessional Engineers Rules. No. Seal# Truss -Nan,, -Date 23 T22125706 B3G 12/10/20 24 T22125707- B4, 12/10/20- 25 T22125708` -B-5 12/1-0/2-0 26 T221257-09- B5A 12/_10/20 27 T2212571R B6G 12110/20 28 T22125711 CA 12/10/20 29 T22125712 CAS S 12/10/20 30 T221.25713-CJ2- 2/10/20 31 T22125T14 C J2S-- 1211-0/20 32 T22125715 CJ3 --12/1-0/20 33 T221257-16 CM 12/10/20 34 T22125717 CJ4 1 1-ID120- 35 T221257 i 8- CJ4S -12T1D72U 36 T22125719 CJ5 1-2710720 37 T22125720 CJ5S 12/10/20 12/40720=38- T22125721nCJ6S._. 12/10/20 121M.120-39T22125722 -CJ7S- -12-14-0 0- 12/10/20 40 T22125723 FG1 12/10/20 12/10120 41--- T22125724 -FG2 12/10/20- 12/10/20= 42- T22125725 FG3 12/10/20 12/10/20 43 T22125726 FG4 12/10/20 12/10/20 4-4 122'i"15727 FG6 12/10/20 The truss drawing(s) referenced above hav( under my direct supervision based on the p, provided by Builders FirstSource (Fort Piei Truss Design Engineer's Name: Lee, J My license renewal date for the state of Flc IMPORTANT NOTE: The seal on these truss cc that the engineer named is licensed in the jurisdiction(, designs comply with ANSI/TPI 1. These designs are b shown (e.g., loads, supports, dimensions, shapes and given to MiTek or TRENCO. Any project specific infor TRENCO's customers file reference purpose only, and preparation of these designs. MiTek orTRENCO has applicability of the design parameters or the designs fo the building designer should verify applicability of desk incorporate these designs into the overall building desi been prepared by MiTek USA, Inc. us la is February 28, 2021. iponent designs is a certification identified and that the sed upon parameters esign codes), which were cation included is for MiTek's or vas not taken into account in the )t independently verified the any particular building. Before use, i parameters and properly n perANSI/TPI 1, Chapter 2. December 10,2020 Lee, Julius 1 of 2 RE: 2484376- - 2--4843 7 6 Y MiTek USA, Inc. 6904 Parke East Blvd. `- Tampa, FL 33610-4115 Site Information: £mtomer Info- PIA JWN CONSTRUCTION!- Project -Name: - Model: SMITH RESIDENCE LotlBlock: 1 Subdivision: HOLIDAYOUT Address: HOLIDAY OUT -LOT 1, - City: -PORT SAINT LUCIE State: FL -No. Seal# Truss -Name Date 45 T22125728 Ft i 12/10/20 46- T2212572-9 FL2 12/10/20 47- T22125730 FL3 -12/10/20 48 T22125731 FL5 12/10/20 49 T22125732 HJ3 12/10/20 50 T22125733 HJ4 12Ni0/20 51 T22925734 HJ7 12/10/20 -52- T22'f25735 HJ7S— 12/10/20 53 T22125736 J3 -12t11)/20 54- T2-2125737 J7 12/10/20 55 T22125738 !7G 12/10/20 56 T22125739 M1G 12/10/20 i C. 2 of 2 Job Truss Truss Type Qty Ply ��484376 �2484376 T22125684 A1G Hip Girded 1 1 Job Reference o tional —nu— ru--- true -clue), run rroice, rL-o4a4o, 1111 -0-10-8 3-10-14 7-0-0 3-10-13 4x10 MT20HS 5 I 4.0D FIT3x4 = 4 1 18 5 19 -20 3x4 G 3 2 6 f 5x8 = 17 16 23 15 14- -24. 2x4 11 6x8 = 4x10-1V'.30FIS = 3x6 = o.4ou s Nov AU zuzu mi I eK inousmes, Inc. We0 Uec v izzt:Lb zuzu rage 1 1cLN_noHj23e5V2yUBdR-BrktDFrKmKTxOie9tV63ldeKO3hHIxa9ngEhEEyAi3e Scale = 1:45.2 j THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 5x8 = 4x6 = 21 6 22 7 7x10 C 8 Sxe— L 9 c4 10 13 25 12 2x4 I I_ 6x12 MT20HS = 4x12 11 1 M;01 LOADING-(psf)- TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0- Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 CSt. TC 0.93 -BC 0.45 WB 0.89- Matrix-S I DEFL. Vert(LL) Vert(CT) Horz(CT) -V14nd(LL) in (loc)-1/defl U., -0.22 15-16-->999 360 -0.41 15-16 >623 180 0.06 11 n/a n/a 0.34 15-16 >746 240- I PLATES MT20 MTZDHS--_.- Weight: 145 lb —GRIP 244/190 187M-43 -FT = 20%- LUMBER- .BRACING_ TOP- CHORD 2x4-SP-No.1 'Except'- TOP CHORD Structural wood sheathing directly applied or 1-10-4 oc-pudinsr 4-7: 2x4 SP No.-2 BOT CHORD -Rigid-ceiling directly applied or 5-0-8 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 6-12, WEBS 2x4 SP No.3'Exeept'- 8-12:2x4 SP No.1 REACTIONS. (size)-2=048-0i 14=G-8-0=9=G-8-0 Max Hotz-2=81{1-C 24) Max4Uptift-2---1640(tC-8), 11=3263(1-13 8), 9=11115(LC 17) _Max Grav-2=2253(LC 1), 11=4654(LC 11),.9=747{ C-4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5531/3834;-3=4s 547W39-13-4-5=5255/3813, 5-6=5584/4032, 6-7=1469/1163, 7-8=1587/1198, 8-9=2318/3353 BOT CHORD 2-17=3513/5164, 16-17=-3513/5164; 15-1-6=3843/5584-13-15=2971/4399, 12-13=2971/4399, 11-12=3111/2285, 9-11=3111/2285 WEBS 3-16=-504/445,__4-16=942Lt385,-5-16=51.4/302! 5-15=176/282,-6-15=1018/1380, 6-13= 362/635, 6-12=-3421/23M 7-12=223/?REr8-1.2-35,54/5067-8=11=-41711299L NOTES- ++A ws CIE! ',. �� Ip� 1)-Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Dpsf; h=25ft; B=45ft; L=26ft; eave=oft; Cat. �� • i E II; Exp D;-Encl., GCpi=0.18; MWFRS (directional); Lumber DO =1.60 plate grip COL=11.60 „ 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck 348:$0 •I to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. ► ...,`.', *;.''. 5) Ail plates are MT20 plates unless otherwise indicated. 7 6) This truss has been designed for a 10.0 psf bottom Chord live load 7) • This truss has been designed for a live load of 20.0psf on the nonconcurrent with any other live loads. bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide f ' ' • (l will fit between the bottom chord and any other members. 8) Provide truss to bearing lb �• ♦�j �l ' Q' mechanical connection (by others) of plate capable of withstanding 100 uplift at joint(s) except (jt=lb) Q }? �., \ +," 2=1640, 11=3263, 9=1115. ♦ 9) This truss has large uplift reaction(s) from gravity load case(s) at 9. Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. ��J:►ll.l 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 105 lb up at i!t1y��, 7-0-0, 56 lb down and 105 lb up at 9-0-12, 56 lb down and 105 lb up at 11-0-12, 56 lb down and 105 lb up at 13-0-0, 56 lb down Jullus Lee QE'Id0 34869 ,,,, and 105 Ib up at 14-11-4, and 56 Ib down and 105 Ib up at 16-11-4, and 56 Ib down and 105 Ib up at 19-0-0 on top chord, and VITA USA 6 FL Cert--6631 852 lb down and 689 lb,up at 7-0-0, 244 lb down and 180 lb up at 9-0-12, 244 lb down and 180 lb up at 11-0-12, 244 lb down and 6904 Padce`East Blvd. Tijmpli.FL 33610 180 Ib up at 13-0-0, 244 Ib down and 180 Ib up at 14-11-4, and 244 Ib down and 180 Ib up at 16-11-4, and 852 lb down and 689 Gate: lb up at 18-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. December 10,2020 JddthAM WOACASE(S) section,'loads applied to the face of the/ truss are noted as front (F) or back (B). ®WARNING - Vedry 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 MiI-ek® connectors. This design is based only Lpon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �Y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the �''re ' r' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11fP11 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 24114376 T22125684 2484376 Al G Hip Girder, 1 1 Job Reference (optional) tsuitcers i-Irstbource (tort Fierce), t-on Fierce, t-L—saavo, o.vao s rvov ao coca rvn i erc uruuanes, urc. vvauvau a rc.ca.co cucu rage c ID:9Gv91.hcLN_noHj23c5V2yUBdR-8rktDFfKmKTxOie9tV631deK03hHIxa9ngEhEEyAi3e LOAD CASES) Standard_ 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=W, 4-7=90, 7-10=00,2-9=20 Concentrated Loads (lb) Vert: 4=-7(F) 7=-7(F) 16=852(F) 5=7(F) 15=244(F) 13=-244(F) 6=7(F) 12=-852(F) 18=7(F) 20=7(F) 22=7(F) 23=244(F) 24=244(F) 25=-244(F) M 6 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �p a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pp p� y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYtI) .� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Ip,. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job - Truss Truss Type Qty Ply 24114376 { -�r22125685 2494376 A2 Hip 1 1 Job Reference (optional) Builders-FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 4-9-14 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 9 12:25:26-2020 Page 1 I D:9Gv91zmhcLN_noHj23c5V2yU BdR-c2lFRbryXdboesDLRCdlarBarTwaUQ RI OKzEmhyAi3d Scale = 1:44.8 .r- 4x6 — 3x4 = — 9 3x4 = 3x8 = 412 = -3x6-11- LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING-- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020lrP12014 CSI. T_C 0.63 BC 0.89 WB 0.72 Matrix-S DEFL. Vert(LL) Vert{CT) Horz(CT) Wind(LL) In (!Oc) Jdefl Ud -0.15 2-12- ->999 360 -0.33 2-12 >769 180 -0.05 9 n/a n/a 0.15 10.12 ->999 240 PLATES -GRIr- -MT20 2441190 Weight:-118-!b—Ff = 20% LUMBER- —BRACING- TOP CHORD-2x4SR No.2 TOP CHORD Structural wood sheathing directly--app!ied-or 3-2- -4 oc purlins. BOT CHORD2x4SP_No.2 t30T-CHORD1 Rigid'ceiling directly-appliedrr-3-1-1-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. -(size] 8=0-8-0, 2=0-8-0, 9=0-8-0 Max Horz 2=103(LC 11) Max_Uplift-8=195(LC 21), 2=-B44(LC 12)r9=112,3(L=C 12)- Max-Grav 8=94(LC 8), 2=1223(LC 1), 9=1785(L 1) FORCES. (lb) - Max. Comp./Max. Ten. - Al! forces 25041b) or less except when shown. TOP CHORD 2-3=-2582/2361, 3-4=2045/1817, 4-5=1892/18 0, 5-6=1109/1128, 6-7=1242/1124, 7-8=688/831 BOT CHORD-- 2-12=2159/2368, 10-12=-1472/1777; 9-10=: 0: I AT_84=7A6n07 WEBS 3-12=-525/712, 4-12=168/306, 5-10=881/825, 7-10= ;1594/1902, 7-9=1669/1579 NOTES- 1) Unbalanced roof live loads have been considered for iWS-lesion. 2) Wind: ASCE 7-16; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4-.2ps€; BCX=3.0psY-h=25g; B=45ft; L---Mtea-,e7--41t--Cat. -II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and-C=C-ExieiLiior(2E) 0 r0 8 io r i-8, Interior(1) 2= I-8-to 8-10-0, EMerior(21R) , 8-10-0-to 13-0-0,-Intedor(1) 13-0-0to 17-2-0, Exterior(2R) 17-2-0 to 21 �, Intedor(1)2m 1-8-0to 25-8-0zone;C-C forem ;d--- ,�� US I�tk forces & MWFRS for reactioasshown; Lumber DOL=1.60 plate grip DOL=1.60 ♦�eti�� 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.KII 69 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. l ^ 7�C 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=195, 2=844, 9=1123. s: :... •a II December 10,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND IN�LUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTeM connectors. This design is based only pon parameters shown, and is for an individual building component, not �5 a truss system. Before use, the building designer must vedfy the applicability bf 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 (VliTek� 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/1"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 Truss Truss Type Qty Ply T22125686 rJob 2484376 A3 Hip 1 1 �2484376 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, -FL - 34945, 8A30 s Nov 30 20201M -Telr Industries, Inc. Wed Dec 9 12:25:28 2020 Page 1 I D:9Gv91zmhcLN_noHj23c5V2yU B d R-YQ QOrHtD3FrWtANjZdgmfGGrgGeJylfbTeSLrZyAi3b -10-8 6-1.6 10-10-0 15:2-0 22-9-0 -10-8 6-1-6 4-8-10 4-4-0 7-7-0 Scale = 1:39.6 5x8 = Sx6 = 4 16 5- 4x6 — 2x4 11 3x4 = 3x4 = 5x8 = 6X8 _ 2x4 II LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber-DOL 1.25 Rep Stress Incr YES Code FBC2020frP12014 CSI. TC 0.92 BC 0:75 WB 0.87 Matrix-S DEFL. Vert(LL) Vert(CT) Horz(CT) I Wind(LL)-0.15- - !rt—(!oc) I/dell- -Ud -0.11 12-13 >999 360 -0.20 12-13 >999— -1W 0.06 9 n/a n/a 12-13 >999 240 -PLATES GRIP MT20 244/190 Weigh:. 114 lb FT = 20% LUMBER- EH; ;C-ING- TOP_C-HORD 2x4 SP-No:2 TOP -CHORD Structural wood -sheathing -directly applied-or-2-2-0 oc purlins, BOT Ci IORD 2x4 SP-No:2 except end verticals. WEBS 2x4 SP No3-`Except* BOT CHORD _Rigid ceiling directly -applied or 3-8-14 oc bracing. 7-8: 2x6-SP No.2 REACTIONS. (size) 2=0-8-0, Q=G-6fi 0- -Max Horz 2=151(LC 8) Mar.-Up!ift 2=867(iC 12), 9=808(LC 12) Max Grav 2=1264(LC 1), 9=1286(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when =_hoiAm_ TOP CHORD 2-3=-2667/2405, 34=1827/1803, 4=5=-141771514, 5-6=1591/1507 BOTcHCRD—-2-13=2307/2435, 12-13=-2307J2435, 10-12=-1545/-1676= WEBS- 3-12=848/842,4-12=317/415,4-10=-4451390;6-10=-109411245:6-9=-1378/1462, 7-9=-4481W)6,- -NOT-FZ- 1) Unbalanced roof !ive loads 4`ve-been-considered-iortiiscdesign- --2) Wind: ASCE-7i6; duii-t7Omph (3-second-gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D;-End., GCpi=O 18; MWFRS (directional) and 2-1-8, Interior(1) 2-1-8 to 10-10-0; Exterior(2E) 10-10-0 to 15-2-0, Exterior(2R)15-2-0 to 19-4-15, Interior(1) 19-4-15 to 22-6.4 zone;C-C for-r^e�.r.hersanddorces,&-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 speck 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 rR between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=867. 9=808. December 10,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �Y a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall IYI� lRR yp T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing e, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/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 2484376 � � T22125687 2484376 A4 Common 1 1 Job Reference o tional DunuerD rlrbiouurc trurr rl ruet, rort'r lerce i-L 34tF4o, 7-3-11 D.46u s Nov 6u zuzu MI I eK inaustnes, Inc. vvea Uec y izz*:2tl 2uzu- rage 1 ID:9Gv9lzm hcLN_noHj23c5V2yU BdR-YQQOrHtD3FrMNjZdgmfGGgU G dlyHXbTeSLrZyAi3b fl 7n A 1 5-8-5 5x6 = 4 Scale = 1:35.7 4+•6 I,I 2x4 11 3x4 = 3x8 = 63x6 II LOADrNG (psf) -SPACING- -2-0-0 CSI- DEFL. -in (loc) Udefl Ud TCLL 30.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.11 2-9 >999 360 TCDL 15.0-- Lumber DOL 125 BC 0.81 Vert(CT) -0.24 2-9 >985 180 BCLL 0.0 Rep Stress Incr YES - WB- 0.94 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 I -M rix-S Wmd(LL) 0.15 2-9 >999 240 LUMBER - TOP -CHORD 2x4 SP No.2 *Except* -4-5: 2x4 SP No.1 BOT CHORD 2x4 SP- No.2 WEBS 2x4 SP--No.3 "Except-` 5-6: 2x4 SP No.2 REACTIONS. (size)-2=0-8-0, 6=0-9-11 Max Horz 2=2MCCS) Max Uplift 2=-825(LC 12), 6=_690(LC 12) MaxF.,ratr 2=1205(LC-1-); 6=;L89(-'rC 1) FORCES.forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2387/1941, 3-4=1358L1726_?-5=1373/T2i7,-5=6=1018/1001 BOT CHORD 2-9=`(919/2161, 7-9=1919/2161- WEBS—3-9=0/268, q —, - 1084/994-,1=7=-11.0/340, 5-7=$93110957 NOTES- 1) Unbalanced -roof live loads have been considered_forthis-desigp- PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 95 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3.11-4 oc bracing. m N N Job Truss Truss Type City Ply 12484376 T22125688 2484376 A5 Common 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MTek Industries, Inc. Wed Dec 9 12:2bt28 2D2U Page 1 ID:9Gv9lzmhcLN noHj23c5V2yUBdR-OdzO3durgYzNVKyw6KB?CTpO7gy3hpLkiHCuN?yAi3a -0-10-8 6-10-14 13-0-0 17-1-8 0-10-8 6-10-14 6-1-2 4-1.8 5X5 = m Scale = 1:29.8 3X4 = 3X4 = OXn = 4X6 = 8-9-14 17;7-8- LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 —SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020frP12014 CSI. TC 0.95 BC 0.84 WB 0.59 Matrix-S v DEFL— in Vert(LL) -0.12— Vert(CT) -0.29 Hoff(CT) 0.03 Wind(LL) 0.11 oc) Udefl Ud 2-8 >999 360 2-8 >695 180 6 n/a n/a 2-8— >999 240 PLATES - GRIP MT20 244/190 Weight�rsib— FT = 20% LUMBER- BRACING - TOP CHORD-2x4SP No.2 TOP CHORD Structural wood sheathing- directly -applied or-2-2-0 oc purlins, BOT_C1 ORD-2x4 SP No.2 except end verticats. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling -directly applied or 4 3-13 oc bracing. REACTIONS: (size) 2=0-8-0, 6=Mechanical Max Horz 2=287(LC 12) Max- Jplift-2=-699(LC-12), 6=593(L-C 12) _Max Grav 2=1028(LC 1).6=912(LC 1) FORCES. (lb) - Max. Comp./Max. Ten— All forces-250 (lb) or less except when shown. TOP CHORD 2-3=1900/1566, 3-4=-1462/1284, 5-6=188/254 BOT CHORD 2-8=-1693/1712, 6-8=662/643 WEBS 3-8=644/782, 4-8=743/947, 4-6=-9097957 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vufi=170mph (3-second gus+tA',asd=—J32mph; TCDL=4.2psf;-BCDL=3.Opsf;-h=25ft; B=45ft,' L=24ft; eave=off;-Cat II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-0-1O-8to 1-8,_InteriorJ4) 2-1-8 to�130.D Fx!erjor{2R) 13-0-0 to 16-0-0, Interior(1) 16-0-0to 16=11-12 zone;C-C formembersand iBs & MWFRS-forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designers P-roject-engineer-responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by -others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=699, 6=593. December 10,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/IW020 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 �Y a truss system. Before use, the building designer must verify the applicability of design parameters and property 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 Iy��Te ` 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-69 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 2464376 T22125689 2464376 A6 Common 1 1 Job Reference (optional) Builders FirstSource-(Fort Pierce), Fort Pierce, FL - 34945, 6-1 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 912:25:30 2020 Page 1 I D:9Gv9lzmhcLN_noHj23c5V2yU Bd R-U pXm GzuTbs5E6TX6g2i EkhLAn4GYQ CM uwxxSvSyAi3Z 13-0-0 18-3-5 , 6-1-2 5x6 = 16=3-5 - Scale=1:31.3 6x8 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SRACING- 2=U-0 -Plate-Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code-FBC2020/TPI2014 cSt. TC 0:95 -BC 0.95 WB 0.86 Matrbf=S— DEFL. in (loc)--1/defl- Lid Vert(LL) -0.16 2-8 >999 360 Vert(CT} =0:36- 2-8 >593 180 Horz(C1T 0.04 6 n/a n/a Wind(LL) 0.13- 2=8— 999- 240 PLATES GRIP MT20 244/190 Weight: 83 lb FT = 20% i L�dl:!BER- $R ACING - TOP CHORD 2x4 SP-N0.2 TOP -CHORD - Structural -wood -sheathing directly applied or 2-2-0 oc purlins, -BGT-CHORD--2x4-SP No.2 except end verticals. JEBS- -21c4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. i REACTIONS. --(size)- 2=0-8=D, 6=Mechanical -d1ax-Horn 2=255(L-C 12) Max Uplift-2`-74b(LC 12), 6=626(LC 12) Max Grav 2=1091(LC 1), 6=975(LC 1) FORCES. -(Ib)-Max.-Comp./Max. Ten. - All-forces.250 (lb) or less except ,iflen shown. TOP CHORD 2-3=2075/1729, 3-4=1546/1339, 5-6=25313 BOTCHORD 2-8-180411878;6=8=793/833 WEBS 3-8=686/815, 4-8=623/861, 4-6=10191985 1) Unbalanced roof live loads have been considered for this design. 2)-Wind: ASCE-7-16; Vuft=-170mph-(3 second oust Vasd=132mp1 TCDL=4.2psf; BCDL=3.Opsf-;;-h=25ft; B=45ft; L=24ft; eave=4ft; Cat. _ !!; EVxp D; Ef+.c!-GCpi--B-,8MWFE3S-(Nrectiional) and C=C E-xtenor(2E)-0-10-810 2-1-8, Interior(1) 2-1=8 to 13-0-0_Exterior(2R) 13-0-0 to16-D--0, Interior(1) 16-0-0 to 18-1-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-= i:60- plate grip DOL=1.60 !'� Fr� AI�� 3) Building Designer / Project engineer responsible for verifying aW!--reof-!!ve4ead-4ho:tn covers rain loading requirements -specific- ti�� jV,;. . to the use of this truss component. ,�► G E J1( 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 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 'c "+ 34$6� "• •�. will fit between the bottom chord and any other members. 6) Refer to for truss to truss , . *` 7 girder(s) connections. 7) Provide mechanical connection (by others) of truss to bearing pate capable of -withstanding 100 lb uplift at joint(s) except-Ot=lb) >k` 2=746, 6=626. 'Ol: •O: . �' i �► December 10,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with.MiTek® connectors. This design is based only ✓rpon parameters shown, and is for an individual building component, not �t a truss system. Before use, the building designer must verify -the applicability Hof design parameters and properly incorporate this design into the overall rR{ p�l ■■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYi��ik• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the SafetyfabricaInformationdelivery, ilable from r�Truss Plate In and nstitute, 2670 Crainof trusses and sHighway Suite 203 Waldorf,s, see SMID 20601 Quality Criteria, DS&89 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL, 36610 Job russ Truss Type Qty Ply 24114376 T22125690 2484376 [A7 Common 1 1 Job Reference (optional) tyumers rtrsibource Iron rlercel, MR rierce, r-L - Iwo, o.wu s rvuv o.I - 1 � I — lay. I D:9Gv9lzm hcLN_noHj23c5V2yUBdR-z?58U Jv5MAD5kd61 EIDTHuu LTU el9nA19bh?SuyAi3Y r0.10.6 6-10-14 13-0-0 19-5-3 0.10.8 6-10-14 6-1-2 6-5-3 Scale = 1:33.2 5x8 = 4 v N 4x6 = 3x4 = 3x4 = 6xs— LOADING (psf) SPACING- 2-0-0 CSI. _DEFL. in (loc) Vdefl -Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.20 2-8 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.44 2-8 >514 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-S Wind(LL) 0.14 2-8 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-7: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=Mechanical Max Horz 2=224(LC 8) Max Uplift 2=790(LC 12), 6=661(LC 12) _Max�rav_2=t 65(LC1); 6=(039(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2=3=2244/1898, 3-4=1610/1384, 5-6=323/409 BOT-CHORD 2-8=1921/2037, 6-8=-925/1034 WEBS 3-8=749/870, 4-8=-498/760, 4-6=1139/1019 19--5=3 PLATES- GRIP_ MT20 -244/190 Weight: 88 lb FT- 20% BRACING- -TOP-eH0RD- —Structural wood sheathing directly applied or-2-2-0 oc purlins, ex^..ept end -verticals- BOT CHORD Rigid-ceitiug directly applied or, 4.3-13=oc-bracing. WEBS 1T.mw,-at-midpt 4-6 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: AS-CE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) -and C-C Exterior(2E)-0-10-8 to 2-1-8,-Interior(1)-2=1=8W-13:0=0, Ezterior(<n)- 13-0-0 to 16-0-0, Interior(1) 16-0-0 to 19-3-7-zone;C-C for members and forces & MWFRS forreactions 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 speck to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (it=lb) 2=790, 6=661. �� via• • . 3,�869 December 10,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTeM connectors. This design is based only upon parameters shown, and is for an individual building component, not t a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Be 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 ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply M ;Truss T22125691 2484376 Common 1 1 �2484376 Job Reference (optional)` Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020L MTek Industries, Inc. Wed Dec-912:25:31 2020 Page 1 ID:9Gv9lzmhcLN_noHj23c5V2yUBdR-z?58UJv5MAD5kd61EIDTHuuK1Ue99fw19bh?SuyABY r r0-10-5 7-1-10 i 13-0-0 20.7-0 '0.10.8 7-1-10 5-10-6 - 7-7-0 I Scale = 1:35.0 54 = US = ' 3x4_ _ -2x4- I I 5x8 = 3x6 11 7-140L 13-0-0 20.7-0 ' 7-1-10 5-10-6 7-7-0 Plate Offsets (X,Y)- [2:0-2-6,Edge1, 15:Edge,D-2-121 LOADING-(psf) SPACING- 2=0-0 CSI.._ DEFL. -in(ioc) Vdeft L/d- PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.10- 2=9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.23 2-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB- 0.84 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Wind(LL) 0.15 2-9 >999 240- Weight: 96lb -FT-=20%- LUMBER- BRAC1NG- TOP CHORD- 2x4-SP-No.-2 `ExceDt TOP CHORD -Structural wood -sheathing directly_applied,-except-endyrerticals. 4 5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-11-3 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5-7 WEBS 2x4 SP No:3 `Except` 5-6: 2x4 SP No.2 I REACTIONS. (size)- 2=08-0-,ZMec-hanical- MaxJaorz-2=202(LC 8) -Max-Uplift-2=8S4(LC 12), 6-698(LC 12) Max-Grav 2=1218(LC 1), 6=1102(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces250 (lb) or less except wherrshown. TOP CHORD 2-3=2446/199Ar3--4=1404/1258, 4-5=1420/12 9, 5-6=1029/1008 BOT CHORD 2-9=-1961/221E-7-9=-1964/2218 WEBS 3-9=0/264, 3-7=109311003, 4-7=108135177= 904/44-19 NOTES- 1) Unbalanced -roof live loads have been considered_fe-this-design;. Job Truss Truss Type Qty Ply T22125692 24B4376 A9 Common 1 1 �2484376 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8,430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 9 12:25:32 2020 Page 1 ID:9Gv9lzm hcLN_noHj23c5V2yUBdR-RCf W hfwj7TLyMnhVoTkig6RVku_Au6E BO FQY_KyAi3X r0-10' 7-1-10 13-M 20-11-10 i 0-10-8 7-1-10 5-10-6 7-11-10 Scale = 1:35.6 Sx6-= 6 4x6 = 2x4 II 3x4 = 5rn= 3x6 11 LOADIN"sf)- SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.11 6-7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.24 2-9 >999 180 BOLL 0:0 ' Rep Stress Incr YES WB 0.83 Horz(CT) 0.05 6 n/a n/a —BM 10.0 Code FBC202O/TPI2014 Matrix-S Wind(LL) 0.15 2-9 >999 240 LUMBER- BRACING - TOP -CHORD 2x4 SP No.2 *Except` TOP CHORD 4-5: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 *Except* 5-6: 2x4 SP No.2 REACTIONS. (size)- 2=D-8-0, 6=Mechanical _Max-Horz 2=194(LC 8) Max Uplift 2=848(LC 12), 6=71 O(LC 12) Max-Grav-2=1239(LC 1), 6=1124(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less exceptwhen shown- TOP CHORD 2-3=2507/2040, 3-4=1473/1314, 4 5=149711300, 5-6=1047/1019 SOT -CHORD 2-9=1994/2275, 7-9=1994/2275 -WEBS 3-9=0/260,3-7=1087/994, 4-7=-127/374, 5-7=907/1145 20-11-10 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 97 lb FT = 20% Structural -wood -sheathing directlyappiied-except-endzferticals: -.Pinjiri ceiling- directly applied or 3-10-11 oc brcing. 1 Row at midpt 5-7 NOTES- 1) Unbalanced -roof live loads have been considered for this design. 2) V'3nd.=ASCi7=t6; VuK=17Omph (3second-gust) Vasd=132mph;-TCDL=4.2psf; BCDL=3.Opsf; h=25ft,-B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=O: r8;iv'idv'r--m""trectional) and C-C Exterior(2E)-0-10-8 to 2-1-8,1nterior(1)-2-1-8 to 13-0-0, Exterior(2R) 13-0-0 to 1S-0-0, Interior(1) 16-0.0 to 20-9-14 zone;GC for members and forces B 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 speck to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) -This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 2=848, 6=710. December 10,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 �g iii building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYM11 Quality Criteria, OSS49 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, 2484376 T22125693 2484376 A10 Common 1 1 Job Reference (optional) nuuaers rusibource iron rvereel, con rierce, rL - ,4a40, • 0-10 8 6-10-14 -101 6-10-14 0.4JU S NOV-JU 7_ue --fni I eK mausines, Inc, vvea Uec, to i z:27. T C zuzu rage T -N_noHj23c5V2yUBdR-Rw757rj37FCMpAuElOxieWEf11 A6PV?hU6p9upyAi3o 4x6 = 4 Scale = 1:37.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. -in (loc) Ildefl— Vd I PLATES —GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.16 2-10 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.36 2-10— >720 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix-S Wtnd(LL) 0.16 2-10 >999 240 Weight: 103 lb FT = 20% LUMBER- BRACING — TOP CHORD 2x4,SP No.1 'Except- TOP CHORD Structural wood sheathing directly applied or 3-0-9ioc-purlins- 4-6: 2x4 SP No-2— - - except-endverticals. BOT CHORD 2x4 SP No.2 -BOT C+iORD Rigid -ceiling -directly applied or 3-9-5 ocbracing. WEBS 2x4 SP No.3 =IAEBS 1 Row-at-midpt�- 5-7 REACTIONS. (size) 2=0-8-0, 7=Mechanical Max Horz 2=172(LC 8) Max Uplift 2=891(LC 12) 7=747(LC 12) Max Grav 2=1302(LC 1), 7=1187(LC 1)_ FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or lesIs except when shown. TOP -CHORD 2-3=2706/2249, 3-4=2270/1973, 4-5=1679/1562, 6-7=234/297 BOT CHORD 2-10=-2161/2472,_8-10=1164/1444, 7-8=-1291A538 WEBS 3-10=-635/752, 4-1b=719/903, 4-8=144/288, 5I7=-1690/1425 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuR=170mph (3-second gust) Vasd=132mpti; TCDL=4.2psf; BCDL=3.0psf, h=25ft; 6=45ft-L=24ft; eave=Aft; Cat. II; )_xp D; Encl-., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-0=10-8 �0 2 i=8; it.tenor(,)=2= f="o to,13-0-0, Exterior(2R) 13-0-0 to 16-0-0,-Interior(1) 16-0-0 to 21-11-12 zone;C-C for members and forces & MWFRSior 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 -t0.0 psf bottom chord live load nonconcurrentwith any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=891, 7=747. im s December 10,2020 WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only rpon parameters shown, and is for an individual building component, not �k a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �� Is always required for stability and to prevent collapse with possible personal'njury 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 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 24114376 T22125694 2484376 All Common 1 1 Job Reference o tional Builders FirstSource-(Fort Pierce), FortPierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 9 12.25:16 2020 Page 1 ID:9Gv9lzm hcLN_noHj23c5V2yUBd R-v7hTKAkhuZKD RKSQs6SxAkmgiR WK8wSgimYiQGyAi3n -10-8 6-10-14 13-0-0 17-11-15 23-3-6 -10-8 6-10-14 6-1-2 4-11-15 5-3-7 Scale = 1:39.6 4x6 = I� 4x6 — 3x4 = 3x4 = 3x4 = 7 6x8 = -8-2-7— 15-7-2 23-3-6 8-2-7 7.4-11 7-8-3 Plate Offsets (X Y)- [2:0-2-6 Edgel LOADING (psf)- SPACING- 2-0-0 -CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30:0- Plate Grip DOL 1.25 1 C— 0.73 Vert(LL) -0.13 10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.30 2-10 >919 180 BOLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 - - Code FBC2020PFP'1201-4 Matrix-S Wlnd(LL) 0.18 10 >999 240 Weight: 107 lb FT = 20% LUMElER= BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc puffins, 4-6: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP_No.2 BOT CHORD Rigid ceiling directly applied or 3-8-7 oc bracing. WEBS 2x4 SP No.3- WEBS 1 Row at midpt 5-7 REACTIONS. #i1 ze) 2=0-B-0, 7=Mechanical- Max Horz 2=149(LC 8) Max Up1if1-2= 932(LC 12), 7=786(LC 12) Max Grav 2=1366(LC_1), 7=1251(LC 1) FORCES:. -(Ib) _ f`las ; cif . Max. Ten. - All forces 250 (lb) or less except when shown. TOP-GHORD 2=3-2903/2383-3-4=2589/2256, 4-5=1964/1744, 5-6=260/246, 6-7=-270/318 BOT CHORD 2-10=2247/2656-8.10=1272/1632, 7-8=1586/1900 WEBS 3 i0=-590/696, 4-10=834/1008 44-8=2 6/392, 5-8=-257/331, 5-7=1941/1656 NOTES- 1) Unbalanced roof live loads have -been -considered for this design. 2) Wind: ASCE 7-16; Vuh=170mph-(3=second-oust)_Vasd=132mph;-TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-icxierior<<'-0-i0-B to 2-1-8,-Intedor(l) 2-1-8 to 13-0-0-Exterior(2R) 13-0-0 to 16-0-0, Interior(1) 16:1�0-to23-1-10 zone G-C-for-members and forces&-tv'wvrRSforreactions shown; Lumber DOL=1.60 —plate grj&-DG-1L=,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 1-0.0 psf bottom chord live loadd-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 id between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it --lb) 2=932, 7=786. December 10,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mi fe S, connectors. This design is based-0*-upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must vedly the applicability of design parameters and property incorporate this design into the overall pp l��p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Ivi��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 ANS11rP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2484376 T22125695 2484376 Al2G Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce),' Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 912:25:17 2020 Page-1 ID:9Gv9lzmhcLN_noHj23c5V2yUBdR-NJFrYWkJfsS43U1 cPpzAjxJylrg7tSdzxQ IGyiyAi3m �0-10 8 4-5 11 8-1-9 11-9.8 16-7.8 20�-10 24-5-3 b-10-8 4-5-11 3-7-15 3-7-15 4-10-0 3-9-2 10 2.00 112 4x6 Scale = 1:42.5 3x8 = w - -1� 11 iu 7x10 II 4x6 3x4 = —3x8 = 3x4 = 2x4 II 11-9-8 16-7-B LOADING (psf) SPACING- 2-0-0 CSI. DEFL. -in-(loc)- Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.16 12 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.30 12-14 >951 180 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-S Wind(LL) 0.22 12 >999 240 Weight: 132 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP -CHORD Structural wood -sheathing -directly applied -or 1- i 1=1'oc purlins: 6-9: 2x4 SP No.1 MT -CHORD Rigid ceiling directly applied-or40-13-cc-bracing. BOT CHORD 2x4 SP No.2 *Except* 9-13: 2x6 SP M 26 WEBS 2x4 SP- N"- SLIDER Right 2x4 SP No.3 -t 2-1-0 REACTIONS. (size)- 9=Mechanical, 2=0-8-0 Max Horz 2=13-1.(j-C_7) Max Uplift 9=2014(1_C 8), 2=1061(LC 8) Max Grav 9=2904(LC 1), 2=1547(LC 1) FORCES. (lb) - Max. Comp:/Max-Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3546/2188, 34=3491/2279, 4-5=2569/17j14, 5-6=2488/1683, 6-7=3024/2029, 7-9=-4065/2719 BOT CHORD 2-14=-1989/3266, 12-14=1753/2881, 11-12=1738/2865, 10-11=2419/3694, 9-10=2419/3694 WEBS 3-14=-237/260, 4-14=338/529, 4-12=639/511, 5-12=506/827, 6-12=-663/498, -6-11=251/409, 7=ili l029/818, 7-10=5577755' NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-1B; Vuft=170mph (3-second'gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L24ft, eave=4ft; Cat. It; Exp D; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=2014, 2=1061. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1691 lb down and 1284 lb up at _ 22-10-7 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 buss are noted as front (F) or back (B). LOAD CASE(S) Standard I 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 December 10,2020 .;onunuea on page 2 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not _ is a truss system. Before use, the building designer must verify the applicabilily'of design parameters and propedy incorporate this design into the overall rt lg building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing py,OT�.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 ANSUrPl1 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 b Truss Truss Type Qty Ply 2484376 T22125695 [2414176 Al2G Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL-34945, S.4SU s NOV 3u zuzu ml I eK Inaustries, Inc. vvea uec a iz:zo: i i zu4u rage 2 ID:9Gv91zmhcLN noHj23c5V2yUBdR-NJFrYWkJfsS43U1cPpzAjxJylrg7tSdzxQlGyiyAi3m LOAD. CASE(S) Standard Uniform Loads (plf) Vert: 1-5=90, 5-6=90, 6-9=90, 2-9=20 Concentrated Loads (lb) Vert: 15=1691(R) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �a a truss system. Before use, the building designee 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 IytiTek• 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 ANSYTP11 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Typi Ply 24114376 T22125696 2484376 A13 Roof Special �Qly 1 1 Job Reference (optional) cun0ers r Ir5mource trorc rierce), t-on: rierce, rU - J9y40, tl.43U s NOV 3U "LULU Mi I eK Industnes, Inc. wed Dec 9 12:25:18 2U2U Page 1 ID:9Gv91zmhcLN noHj23c5V2yUBdR-rVpElslxQAbxgdcozXUQF9s9lEBwct_7A41pU6yAi31 • 0-10 8 5-10-12 10-7-10 15-4E 20-1-1 23-10-9 -10-8 5-10-12 14-8-15 4$12 4 8 12 3-9 8 4x5 = 2.00 112 4 15 16 5-10.12— Scale = 1:43.1 OHS II LOADING-(psf)- SPACING- 2-0-0 CSL- DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.20 9-11 >999 360 MT20 244/190 TCDL 15:0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.47 9-11 >595 180 MT20HS 187/143- BCLL- 0.0 Rep Stress Incr YES r WB 0.43 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 -Code-3C2020/rP12014 Matrix-S Wind(LL) 0.22 9-11 >999 240 Weight: 113 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4-SP-No.2 "Except' TOP CHORD Structural wood sheathing directly-apphed-or 2-4-13 oc purlins. 6-8: 2x4-SP M 31 BOT CHORD Rigid ceiling directly applied-or-1=9_5-ocluacing. BOT CHORD_ 2x4 SP No.2 -WEBS 2x4 SP-No.3 SLIDER Right 2x8 SP 240OF 2.0E -t 2-1-10 REACTIONS. (size) 8=Mechanical, 2=0.8-0 Max Horz 2=120(LC 11.) Max Uplift 8=844(LC 9), 2=960(LC 12) Max Grav 8=1292(LC 1), 2=1407(LC-1)- -FORCcS. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or lesIs except when shown. TOP CHARD 2-3=3091/25-40,-3-4=2321/1974, 4-5=2227/1968, 5-6=2146/1847,f-8=2410/1893 BOT CHORD- 2-12=^'293/3836, 11-12=2293/2836, 9-11=-20?4/2549, 8-9=-1547/2068 -WEBS- 3-11=809RBI-, 4-'11=-509/698, 5-11=570/624, 9=-528/552, 6-9=-212/403 NOTES- 1) Unbalanced-roofJiveJoads have been -considered for this design. Job Truss Truss Type ally Ply T22125697 24134376 A14 Roof Special 1 1 �24841376 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945i 8.430 s Nov 30 2020 M7ek Industries, Inc. Wed Dec 9 12:25:19 202U Page 1 ID:9Gv9lzmhcLN_noHj23c5V2yUBdR-JiNcyCmZBUjoInB?XE?foMOIDeYdLCaGPknM 1byAi3k f10-8 54-1 9-10-6 16-1-10 224-13 24-7-13 10-8 54-1 6-3-3 6-3-3 5x6 15 16 17 2.00 112 Scale = 1:42.8 4x6 = -5X-B 3x8 = -6 4x6 = 2x4- 11 LOADING (psf) SPACING- 2-0-0 ^CV. DEFL. in (loc) -pdefi— Ud TCLL 30.0 Plate Grip DOL 1.25 TC U.92 Vert(LL)' --0.24 2-12 �999 360 TCDL 15.0 Lumber DOL 1.25- BC 0.78 Vert(CT) -0.54--2-1-2 >542 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(CT) 0.10 8 We n/a BCDL 10.0 Code FBC2020/TPI2014 Mal^x S Wind(LL) 0.29 10-12—>993 240 LUMBER- TOP-C-HORD- 2x4-SP-No-.2 "Except' -4-5: 2x4 SP BOT CHORD 2x4-SP No,2'Except' 2-11: 2x4 SP Nlo-1- WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 -t 1-6-6 REACTJONS— .(size) 8=Mechanica!, 2--.M=0 -Maxti= 2=112(LC 11) Max Uplift 8-927(LC 9), 2=986(L C 12) Max Grav 8=1335(LC 1),2=1449(LC 1) 224-13 24-7-13_ 6-3-3-3-0- - -PLATES -GRIP- MT20 244/190 Weight .13ib—fr = 20% BRACING= TOP CHORD Structural wood sheathing directlyappked-or1=9-11 oc-pudinsi BOT CHORD Rigid ceiling directly applied or 3-6-15 oc bracing. FORCES.- (lb) - Max-CompJMax. Ten. - All forces 250 (lb) or less -except when. -shown. TOP CHORD 2-3-3176/27-13, 3-4=2589/2154, 4-5=2507/2139, 5-6=34-74/2896-6.8=2603/2065 BOT CHORD 212=-2472/2939, 1C-1-,' r2, A4 3897; 9=10=4753/2277,8-9-1761/2269 WEBS 3-12=-653/733, 4-12=-516/749, 5-12=1139/1091, 6-10=964/1141 NOTE-&- 1) Unbalanced roof live loads -have -been -considered for this -design. 2) Wind: ASCE 7-16; VuR=17Dmph (3-second-gust) Vasd=132mph; TCDL=4.Zpsf-zBC�- L=3€Ope,, h=25ft; B=45ft; L=25ft; eave=4ft;-Cat- II; Exp D; Encl., GCpi=0.18; MWFRS (directional)and C-C Exterior(2E)-D-10-8 to 2-1-8, Interior(1) 2-4-8 to-9 ?C16; Exterior 13D)- 9-10-6 to 12-10-6, Interior(1) 12-10-6 to 24-7-13 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 speck to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -5) ' This truss has been designed for a live load of 20.0psf on the bottom chord, in all areas where a rectangle 3-6-0 tall by 2-(F0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0=1b) 8=927,2=986. Ia December 10,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �« a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mew 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 ANSf?PI1 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 Typ2 Qty Ply 2484376 • T22125698 2484376 A15 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Fort -Pierce), Fort Pierce, FL-34945, 4-9-2 3-11.S 1 1 5-3-8 I i 4x6- 4.00 12 4 '13 8.430 s Nov 30 2020 MiTek Industries, -Inc. Wed Dec 912:25:20 2020 Page 1 ID: 9Gv9lzmhcLN_noHj23c5V2yUBdR-nux AYnCxnrfwxmB5xWuLaxTe2rU4fUQd0WwZlyAi3j 2.00 112 5-3-8 4x8 -"3z8 = 4x10 MT20HS = 3x4 = 19-3-8 6-6-3 2&9-0 Scale = 1:42.8 LOADING (psf) SPACING- 2-0-0 CSI. -- DEFL. in (too) Udefl- Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.38 8-10 >781 360 MT20 2441190 TCDL i5:0 -Lumber DOL 1.25 BC 1.00 Vert(CT) -0.69 8-10 >427 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT)- 0.14 7 n/a n/a BCDL 10.0 Code-FBC2020/TPI2014 Matra-S Wind(LL) 0.56 8-10 >529 240 Weight: 111 lb FT = 20% LUMBER-- BRACING - TOP CHORD 2x4SP=No:z Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 6-7 2x6-SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD- 2x4SP No:1 WEBS 2x4 SP No-.3 REACTIONS. -(size) 2=0-8-0, 7=0-10-12 Max Horz 2=107(L-G9)- Max Uplift 2-997(LC 12), 7=1006(LC-9) —Yiax-Grav 2=1467(LC 1), 7=1353(LC 1) FORCES. (lb) - M ix._Comp.1Max. Ten.-- A!:-'orcEs 50-(ID)=or less except when shown. TOP CHORD 2-3=-3278/2780,-3=4=28v4/232674=rr---2726/2371, 5-6=-4762/3861, 6-7=5155/4186 BO-T--CHORD 2-10-2547/3020, 8-10=3246/4050, 7-8=4033/501& WEBS- 3-10=-528/597, 4-10=-64u89555-10=1542/1345,-5-8=-599/7-9i-6-8=-490/631 NOTES- 1)-,Unbalanced roof live loads have been considered for this -design. —2) Wind: ASCE 7-16 VuIt=170fnph (3-second,gust) Vasd=132mDh=,_ DL=_4.2psf: BCDL=3.Opsf, h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-0-10-8 to2-1=8,Ai iu (-i eri)2I =8 to 8-8-9, Extedor(2R) 8-8-9 io NI : =I. arior(1) 11-8-9 to 24-11-13 zone;C-C-for members -and forces-&-MWFRS-for reactions shown; LtmlberGCL= .60plate 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) All plates are MT20 plates unless otherwfse-indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other -members. 7) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=997, 7=1006. 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 MrrekO connectors. This design is based only upon parameters shown, andis-twan individual building component, not �« a truss system. Before use, the building designer must verify the applicabilitylof 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 �i'i'�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 systeZ see ANSIITP11 Quality Crfterfa, 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 2484376 T22125699 2484376 A16 Roof Special 1 1 Job Reference (optional) tsumers rtrsitiource-trori eiercej, ron rlerce, rL - svaaD, c.vau s TV. aU LULU rvn r eK rnousnes, mc. vveu uec v iczo:z i zuzu rage r 7-6-11 4-6-4 4-64 Scale = 1:37.9 5x8 = 4.00 FIT 3 13 sva = 2.0012 !9 Id 4x6 _ 3x4 = 3x6M-T DOHS = - 4x6 = 2x4 -11 LOADING (psf) SPACING- - 2-0-0 CSI. DEFL. in '-(loc)- ddeft L/d PLATES— GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.35 7-8 >770 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) --0:64 7-8 >419 180 MT20HS 167/143 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.11 6- n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Wind(LL) 0.55 7-8 >486 240— Weight: 90 lb FT-= 20% LUMBER- -BRACING— TOP CHORD 2x4 SP M-31- TOP CHORD Structural -wood sheathing directly appliedbr2=814-oc purlins BOT CHORD 2x4 SP-31-Except- BOT-GHORD= Rigid ceiling directly applied or 3-7=4-o-_bracing: 2-9: 2x4 SP No.1 WEBS 2x4 SP-No.3 REACTIONS. (size) 6=1-4-0, 2=0-8-0 Max Horz 2=-99(LC 9) Max Uplift 6=-95WLC 9), 2=918(LC 12) Max Grav 6=1226(LC 1). 2=1340(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2710/2205, 3-4=2560/2238, 4-5=3924/3301, 5-6=5303/4336 BOT CHORD 2-10_1958/2454, 8-10=3109/3837, 7-8=-4211/5191, 6:7=-a2-11S1_91 WEBS 3-10=-480/734, 4-10=-1535/1313, 4-8=287/402, 5-8=1389/1280— NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; 13CDL=3 0psf; h�-25ft-, B=45ft, L=_94ft; eave-�ifi, -. II; Exp D;-Encl., GCpi=0.18; MWFRS (directional) and C-C-Ezteripr(2E) -O TOE 8 Co-2=1- inteiior('i) 2-1-8 to 7=6=11, Exterior(2R) 7-6-11-to 10-6-11, Interior(1) 10-6-11 to 22-8-1 zone;C-C for members and forces- MWFRSfor-reactions shown; Lumber DCfL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component 4) All plates are MT20 plates uniess otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0=1b) 6=950,2=918. December 10,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �k a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p� b�lT�, � uilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing tlYi is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2570 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply • �2484376 T22125700 2484376 A17 Roof Spec 1 1 Iial Job Reference o tional uuuaers Flrstsource (rort Fierce), t-on Fierce, t-L-,54a4o, • 10-10-8 , 6-4-13 tl.46U S NOV-M-ZUZU MI I eK maustrles, inc. vvea Uec 9 12:2b:22 ZUZU Page 1 ID:9Gv91zmhcLN_noHj23c5V2yUBdR jG2kbEoSTP5N9FwaCMZMQ?OswsX7YfUj5i?1 dvyAi3h 1-5 19-2-8 A 7-9-a Scale: 3/8"=1' 4x6 = 4x6 = 4x6 = 3x8 MT20HS = 2XI ..II- LOADING (psff TLLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACINCr 2-0-0 Plate Grip DOL 1.25 Lumber-DOL 1.25 Rep Stress Incr YES Code FBC2020 TPl2014- CSI. TC -0.76- BC 0.99 WB C 53 Matrix-S DEFL— in Vert(L-L)- -0.28 Vert(CT)-0.52-5=6_>435 Horz(CT) 0.09--- Wbind(L-L) 0.46 (Icc) -I/defl L/d 6 >818 360 180 -5 n/a n/a 5-6 >490 240 - PLATES MT20- MT20HS Weight: 72 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4-SP No.1 `Except' TOP CHORD Structuralyoodsheathing-directly�pplied or 2-9-12 oc purlins. 35: 2x4=SP-NI 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT-C'HORD 2x4-SP:No 1 `Except' WEBS 1 Rowaimidpt 4-8 2T: 2x4 SP-No.2 WEBS 2x4 SP No.3 R'EAC_TAONS. -(size) 5=1-4-0,2=MmO -V1-Y_-Hcz=2=-96(LC 9) Max Uplift 5=833(LC 9), 2=799(LC 12) Max Grav-5=41035(LC 1), 2=1150(L.0 1) FORCES. (lb)-- Max. Comp./Max. Ten. - All -forces 250-(Ib) or less except when shown- SDP_CiHORD 2-3=-2277/1934, 3-4=2172!1957, 4-5=4046!34� 9 -BOT-CHORD 2-8=-171612059, 6-8=3309/3949-5-6=33G9/3949 WEBS M=3874579;-4-8 1971/1779, 4-6=0/258 —NOTES- 1) unbalanced-reeff4ive-loads-haxe been-cansideredi�ni Laesig0. Job Truss Truss Type Qty Ply T22125701 2484376 A18 Roof Special 1 1b [484376 Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MTek Industries, Inc. Wed Dec 9 12:25:23 2020 Page 1 I D:9Gv9lzm hcLN-noHj23c5V2yU BdR-CTc7oap4EiD DnPVmm44byCZ?AFsNH6 WsJM IaAMyAi3g i -0.10.8 5-3-0 9-64 i _ 1_5-8-15 0.10.8 5-3-0 4-3-5 6-2-10 ' n Scale = 1:26.6 4x6 = 2.00 ' 4.00 12 4x6 = 2x4 11 T2 5-3-0 9-6-4 - 5-3-0 4-3-5 621'0 Plate Offsets (X Y)- [2:0-2-2 Edgel [5:0-8-13 Edge) LOADING- (psf) SPACING- 2-0-0 CSI. DEFL. irr (loc) I/deft Lid PLATES GRIP— TCLL 30.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.19 6 >970 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.36 5-6 >514 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Wind(LL) 0.32 5-6 >579 240 Weight: 58 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD -Structural wood-sbeathing-directly appiied-or 2-2-0 oc purlins. 3-5: 2x4 SP No.1 BOT CHORD Rigid ceiting-directly aplAed-c- 2-2-Ooc-bracing_ BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 5=1-4-0, 2=0-8-0 -Max Horz 2=-79(LC 9) Max Uplift 5=684(LC 9), 2=693(LC 8) .Max Gray-5=84 4(LC_1),-27 9%6 i (LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1820/1719, 3=4=-1737/1747-4-5=3142/2931 BOT CHORD 2-7=1525/1639, 6-7=-2832/3063, 5-6=2832/3063 WEBS 3-7=353/489, 4-7=1487/1360 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuR=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=078;-MWFRS (directional) -and C-C Exterior(2E)-0-10-8 to 2-1-8, Interior(1) 2-1-8 to-5-3-0-Ezte�lor(2R)-5:3=0— to 8-3-0, Interior(1) 8-3-0 to 15-8-15 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 5=684, 2=693. December 10,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5N9/2020 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 �6 a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Mel( building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI� 1p,' 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 ANSUlPI1 Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Qty Ply 24114376 T22125702 2484376 A19 �TusfsType RooSpecial 1 1 Job Reference (optional) tsumers mrstsource tr-ort tierce!, ton tierce, t-L - 34`J45, •-0-10-8 4-1-2 0-10-8 4-1-2 t5.43U s NOV 3U 2u2U Mi I eK inaustnes, Inc. wed-uec a 1 Z:2524 2U23 ;-age 1 ID:9 Gv9lzmhcLN_noHj23c5V2yUBdR-gfAVOvgi?OL4OY4yKnbgVQ59vfGfOcm?YOU7ioyAi3f Scale = 1:21.1 4x6 - 3 2.00112 4.00 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d -PLAT2S GRIP TCLL 30.0 Plate Grip DOL 1.25- TC 0.91 Vert(LL)- ---0.11 6 >999 360 I (v1T20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.21 5-6 >692 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.04 5 n/a -Ma BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Wind(LL) 0.19 6 >755 240 --Wgigh% 45 lb FT = 20% LUMBER- BRACING- TOP -CHORD 2x4 SP No.2 TOP CHORD Structural wood-sheathingdirectly-appliedor 2-2-0 oc purlins. _BOT-CHORD 2x4 SP No.2 BOT CHORD Rigid-ceiling-&ectly-applied-or 3-6-8 oc bracing. WEBS 2x4 SP No.3 -REACTIONS. (size) 5=1-4-0, 2=0-8-0 Max Horz 2=55(LC_9) Max Uplift 5=530(LC 9); 2=588(L-C-8) Max Grav 5=652(LC 1), 2=771(LC 1) FORCES. (lb) - Max. CorapJMax. Ten. -.All forces 250 (lb) or less except�.,Vhen-shown— TOP CHORD 2-3=-1370/1548, 3-4=1308/1542,4-5=2313/2591 BOT CHORD 2-7=-1341/1226, 6-7=2504/2251, 5-6=2504/2251 WEBS 3-7=-325/373, 4-7=1061711822 -NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3--ecoad_gust) asd=132mpf ;-T-GDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft;,eave=4ft; Cat.- 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C=C-Exterier{2E)-0-1M-to-2-1-8,,Interior(,)21=8-to 4--l-� Fxtedor(2R)-4-1-2 --- Job Truss Truss Type Qty Ply 24114376 T22125703 2484376 A20G Roof Special Girder 1 1 Job Reference o floral Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 9 12:25:27 2020 Page 1 ID:9Gv9lzmhcLN_noHj23c5V2yUBdR-4EsdexsblxjfFOoX7w9X72jgetJJD1 FSEJnJ7yAi3c -0.10-8 2-114 i 5-1-3 , B-9-13 0.10.8 2-114 2-1-15 3-8-9 ' Scale = 1:17.8 4x6 2.00 112 z 4 Rim e• 6 e• 5- 6 2x4 I I 3x4 = 3x8 = GOADING (psf) -SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate-Gnp DOL 1.25 TC 0.94 Vert(LL) -0.07 4-5 >999 360 MT20 244/190 —TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.15 4-5 >682 180 BCLL I Rep Stress Incr NO WB 0.11 Horz(CT) 0.02 4 file n/a BCDL 10.0 -Code FBC2020lrP12014 Matrix-S Wind(LL) 0.12 4-5 >821 240 Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD- 2x4 SP-No3- TOP CHORD Structural wood sheathing -directly -applied or 2-5-6 oc-parlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly-applied-or-5-8-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=1-4-0, 2=0-8-0 -r,lax-Horz 2=42(LC-24r Max Uplift 4=452(LC-5)-,2=585(LC 4) Max Grav 4=599(1 1), 2=691(LC 1) —FORCES. (lb) - Max. Comp./Max.-Ten—All-forces-250 (lb) or less except when shown. TOP CHORD 2-3=1388/1143, 3-4=1316/1071 BOT CHORD 2-5=997/1263, 4-5=997/1263 WEBS 3-5=113/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuI70mph (3-second_gust)a/2sd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; --Ex End , GCpi=0.18, MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) BuildingDesigner-/ rrojecrengtneerresponsible for verifying -applied roof live load shown covers rain loading requirements speck -to.the use -of -this truss -component. 4) This truss has beensJesigned-for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) -Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 4=452, 2=585. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 175 lb up at 2-11-4 on top chord -,and 631b down and 61 lb up at 2-11-4, and 75 lb down and 86 lb up at 4-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=90, 3-4=90, 2-4=20 Concentrated Loads (lb) Vert: 5=57(B) 3=-42(B) 6=75(B) December 10,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use onty-t.vtth MrI connectors. This design is based only upon parameters shown, and is for an individual building component, not �R 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 antl permanent bracing T i Mew 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 ANSYTP/f quality Criteria, DSB-69 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22125704 2484376 81G Hip Girders 1 124114376 1 Job Reference (optional) -Builders-FirstSource (Fort Pierce), Fort Pierce, FL - 34946, 8.430 s Nov 30 2020 MiTek.lndustries; Inc. Wed Dec 9 12:25:33 2020 Page 1 ID:9Gv9lzm hcLN_noHj23c5V2yU BdR-vODvv_xLunU pzxGhLAFxMJzgpH Otd ddKdvA6WnyAi3W 3-10-14 7-M Scale = 1:35.2 LOADING (psf) SPACING- 2-0-0 CSI.— DEFL. in (foe) 1/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -025 11 >968 360- MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0,53 Vert(CT) -0.46 11 >529 180— MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(CT) 0.09 8 n/a We BCDL 10.0 Code FBC2020/rP12014 Matrix-S Wind(LL) 0.39 11 >626 240 Weight: 1'8-lb- FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except' I TOP-GHGRD- Structural wood -sheathing directly -applied or 1-8-10 oc purlins. 4-6: 2x6 SP No.2, 6-8: 2x4 SP No- BO-T-CH^..RD Rigid-ceiling-drectly=appriedror 46-15-oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-5-8, 2=0-5-8 Max Horz 2=83(LC 24) Max Uplift 8=1672(LC 8), 2=1796(LC 8) Max-Grav-8--2362(LC 1), 2=2457(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250.(lb) or less except when shown. TOP CHORD 2-3=-6247/4395, 3-4=6330/4573, 4-5=5894/43�17, 5-6=5936/4370, 6-7=6376/4631, 7-8=6335/4501 BOT CHORD 2-13=-4100/5858, 12-13=-4100/5858, 11-12=-4 I09/6677, 10-11=-4709/6677, 9-10=-4205/5945, 8-9=-4205/5945 WEBS 3-13=-263/261, 3-12=-549/487, 4-12=1151/1642, 5-12=1047/757, 5-11=358/601, 5-10=-999/694, 6-10=1172/1658, 7-10=-565/528 —NOTES- 1) Unbalanced roof live loads have been considered for this desig 2) Wind: ASCE 7-16; Va@=170mph (3-second gust) Vasd=132mpi II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL 3) Building Designer / Project engineer responsible for verifying al to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live It 7) ` This truss has been designed for a live load of 20.Opsf on the will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss,to bearing p 8=1672, 2=1796. 9) Hanger(s) or other connection device(s) shall be provided sufric 7-0-0, 56 lb down and 105 lb up at 9-0-12, 56 lb down and 105 _ down and 105 lb up at 13-8-0 on top chord, and 852 lb down a'. down and 180 lb up at 10.4-0, and 244 lb down and 180 lb up The design/selection of such connection device(s) is the respor 10) In the LOAD CASE(S) section, loads applied to the face of the LVAD CASE(S) Standard :CDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Gat. .60 plate grip DOL=1.60 ad roof live load shown covers rain loading requirements specific nonconcurrent with any other live loads. Itom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide a capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) It to support concentrated load(s) 56 lb down and 105 lb up at up at 10-4-0, and 56 lb down and 105 lb up at 11-7-4, and 56 lb 689 lb up at 7-0-0, 244 lb down and 180 lb up at 9-0-12, 244 lb 11-7-4, and 880 lb down and 726 lb up at 13-7-4 on bottom chord. lility of others. Iss are noted as front (F) or back (6). December 10,2020 t,onnnueo on page z WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only LPon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability Hof design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTPik• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-09 and BCSI Building Component 69D4 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2DS01 Tampa, FL 36610 Job Truss Truss Type Oty Ply 2484376 T22125704 2484376 B1 G Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 3494tr, 6.431.1 s NOV su zuzu ml I eK incustnes, Inc. vvea uec a 1 czbss zuzu rage z- ID:9Gv91zmhcLN_noHj23c5V2yUBdR-vODvv_xLunUpzxGhLAFxMJzgpH OtdddKdvA6WnyAi3W LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=90, 4-6=90, 6-8=90, 2-8=20 Concentrated Loads (lb) Vert: 4=7(B) 6=-7(B) 12=852(B) 11=244(B) 5=7(B) 10=880(B) 15=7(B) 16=7(B) 17=244(B) 18=-244(B) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. (� Design valid for use only with M7ek® connectors. This design is based only upon parameters -shown, and is for an individual building component, not t^ a -truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Pa building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPN Quality Criteria, DSB-69 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 ob Truss Truss Type Oty Ply 2484376 [21484376 T22125705 B2 Hip 2 1 Job Reference (optional) nswuuice (run rrorce�, run rrerce, rL - 3 W40, 6.43U 5 NOV 6u ZUZU MI I eK Inaustrles, Inc. MCI Dee 9 12:25:35. 2020 Page 1 ID:9Gv9lzm hcLN_noHj23c5V2yU Bd R-mLfJgycPOkWDFP4TblPRk34w5_5cid4DfDbfyAi3U 8 4-10-14 9-0 0 11-8-0 15 9-2 2D-8-0 $ 4-10-14 'i4-1-2 2-8-0 4-1-2 4-10-14 Scale = 1:35.7 4x6 Us = 4 5 4x6 = 36 = 3x8 = 4x6 = 3x4 = 11-8-0 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft -L/d- PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) , -0.20 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.45 7-8 >539 180 -BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.08 7 n/a n/a --BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Wind(LL) 0.17 8-10 >999 240 Weight: 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD- -Structural-wood sheathing -dire ,lyrapplied-or-2_11-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CH013D_ -Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 r REACTIONS. -(size) 7=0-5-8, 2=0 .F-8 Max Horz 2=103(LC 11) Max Uplift 7=694(LC 12), 2=832(LC 12) Max Grav 7=1109(LC 1), 2=1214(LC 1) FORCES.- (lb)--Max-Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2603/2572, 3-4=-2018/1950, 4-5=1865/1945, 5-6=2021/1925, 6-7=2623/2517 BOT CHORD 2-10=2373/2409, 8-10=1568/1868, 7-8=2296/2432 WEBS 3-10=609/810, 4-10=-259/322, 5-8=248/337, 6,8=-630/841 —NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE-7-16; k44=-170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and-C=C Ezterl0r(2E)-0-10-8 to 2-1-8, Interior(1) 2-1-8 to 9-0-0; Exterior(2E) 9-0-0 Job Truss Truss Type Qty Ply 2464376 T22125706 2484376 B3G ROOF TRUSS 1 1 Job Reference (optional) Builders FirstSource(Fort-Pieree), Fort Pierce, FL - 34945, 8:430s Nov 30 2020-MTek Industries, Inc. Wed Dec 912:25:37 2020 Page 1 1D:9Gv9lzmhcLN_noHj23c5V2yUBd R-n9S PkM_sx0_ESYZSa0KtX98P 9vlOZP?wXXBJfyyAi3S r0-10-8 3-10-14 7-0-0 10-4-0 13-8-0 16-9-2 _ 20-8-0 10 0 8 3-10-14 3-1-2 3 4-0 3 4-0 3-1-2 3-10-14 Scale = 1:35.2 -ram = 5x8 = -6x12 MT20HS = 4.00 12 4 14 0 -6 2x4- II 5x8-= 8x14 MT20HS = 6x8 = 2x4 11 4x12 Plate LOADING (psf) SP, C!N'G- 2-0-0 TCLL 30.0 Plate Grip-DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020,1rPI2014 LUHBER=- TOr CHORD 2x4 SP No.2'Except' =4-6: 2x6-SP No.2, 6-8: 2x4 SP No.1 -BO T CHORD-'2x6 SP M-26 WEBS- 2x4SP-Ncr=3 REACTIONS. {stze)=8=05-8, 2=0S8- Max Hor2_2=83(L-.C=7) —M.ax Uplift 8=-1661(LC 8), 2=1531(LC 8) Max Grav 8=2333(LC 1), 2=2101(LC-1) 1&9.2 CSI. -DEFL. in—(loc) Udefl Ld- PLATES GRV 1 C 0.81 Vert(LL) -0.24 10-11 >999 360 MT20 2441190 BC 9:52 Vert(CT)—0:43-1D=11- >562 .180 MT20HS 1871143 -WB- 0.67 HOrz(CT) 0.08 8 nia n1a Matrix-S Wind(LL) 0.37 10-11- ->663= 240- Weight: 118 lb FT = 20% BRACING — TOP CHORD S1nlcturaf-wood-sheathing-directly applied or 2-0-13 oc purlins. BOT CHORD Rigid -ceiling directly applied or 4-7-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less-except-whanshown-. TOP -CHORD 2-3=5221/3630;374=-522813755, 4-5=4867/3554, 5-6=5867XS53, &= --6302 4614-- 7-8=-6245/4466 BOTCHORD 2-13=-3375/4887, 12-13=-3375/4887, 11-12=-4643/6468, 10-11=-4,34316468, 94d=-41-7-2/5860, 8-9=-4172/5860 WEBS 3-12=-430/395, 4-12=-923/1293, 5-12=2031/1562, 5-11=773/1071, 5-10=833/619, 6-10=1165/1E28,-7-10=-526/S02,J_9=--2561251 YNroTEs= 1)-Unbalanced roof live loads have beerrsonsr�e,, �,o; th;s�-design. 2) Wind: ASCE 7-16; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4:2psf;-Q-P- Dl- .3:9psf, h=25ft; B=45ft; L=24ft; eave=4ft;-Cat. II; Exp D; 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10:0 psf bottom chord live load nonconcurrent with -any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=1661, 2=1531. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 105 ib up at 11-7-4, and 56 lb down and 105 lb up at 13-8-0 on top chord, and 974 lb down and 782 lb up at 10-5-15, and 244 lb down and 180 lb up at 11-7-4, and 880 lb down and 726 lb up at 13-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the.truss are noted as front (F) or back (B). LOAD CASE(S) Standard December 10,2020 :ontlnued on page 2 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �n at as 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/rP11 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 Typ' Oty Ply 2484376T22125706 T 2484376 ROOF TRUSS 1 1 Job Reference (optional) tsunaers tirstbource (tort Pierce-)7- ton Pierce, tL - 3484b, LOAD CASE(S). Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=90, 4-6=90, 6-8=90, 2-8=20 Concentrated Loads (lb)_ Vert: 6=7(1`) 11=-974(F) 10=880(F) 15=7(F) 16=2 I(F) Z.430 s Nov 30 2020 MTek Industries, Inc. Wed -Dec 9 12:25:37 2020 Page 2 ID:9Gv9lzmhcLN_noHj23c5V2yUB dR-n9SPkM_sx0_ESYZSaOKtX98P9vlOZP?wXXBJfYyAi3S WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51IM020 BEFORE USE. Design valid for use onlywith MTek® connectors. This designJs based only upon parameters shown, and is for an individual building component, not �k a 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 �('�'e ' is always required for stability and to prevent collapse with possible personal'njury and property damage. For general guidance regarding the fabrication; storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 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 2DB01 Tampa, FL 36610 Job russ Truss Type Qty Ply 2484376 T22125707 2484376 [B4 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 0-10-8 5x8 = 8.430 s Nov 30 2020 MTek Industries, -Inc. Wed Dec 9-12:2535 2020 Page 1 I D:9Gv9lzmhcLN_noHj23c5V2yU BdR-FLOoyi?U iJ654iBe8jr63Nha 1 I8xlv83m BUCyAi3R 10-5-5 5-5-5 -y Scale = 1:18.9 4x6- II 10 4 4X6 = Bx8 = 5-0-0 i 10-5-5 _ 5-D-0 5-5-5 ' Plate Offsets (X Y)- 13:0-5-4 0-2-81 [4:Edge 0-3-8) LOADING(psf)- SPACING- 2-0-0 CSI. DEFL. ' in (loc)--iidefl 11d -PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.81 -Vert(LL) -0.03 2-6 >B99 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 Be- 0.34 Vert(CT) -0.06- 2-6 >999 -180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) -0.02 5 -n/a- n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S -Wfind(LL) 0.06 2-6 >999 240— Weight: 45 lb FT = 20,o- LUMBER- -BRACING- TOP-CHORD 2x4-Sr No.-2 TOP CHORD Structurat-wood-sheathiny_directly applied or 5-3-4-oc purlins— - BOT CHORD 2x4 SP No.2 =except -end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling -directly -applied or 4-1.1-15 oc bracing -- REACTIONS. (size) 5=Mechanical, 2=0-5.8 Max Horz 2--175(LC 12) Max -Uplift 5=-439(LC-8)-,2-473(L-C92) Max Grav_5=548(LC 1), 2=658(LC- -) FORCES. (lb) -fax. Comp./Max. Ten. -All forces 250 (lb) o: less-e cep: when -shown. TOP CHORD 2-3=-1015/1127, 4-5=237/397 BOT CHORD 2-6=1208/908, 5-6=-1207/919 WEBS 3-5=878/1160 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.IR;-k4.%A!F-RS-(directional)-and-C-C Exterior(2E)-0-10-84o-2-4-8-Interior{l)_21=8 to_5=0.0, Exterior(21R) 5-0-0 to 9-2-14, Interior(1)-9=2-14 to 10-3-9 zone;C-C-for members-aP.+-forces-&-A^.14tFRSiarreactionsshowzi;-Lumber DOL=1.60 plate grip DOL=1.60 >>y;►1!(li�l 2) Building Designer / Project engineer responsible -for verifying applied roof live load shown coversTaY=ioadirg-requirements specificUS- {t��i -to-the-use of this -truss component. 11 + %, i.E IV J + 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �i�'' + �%, - i 5) + This truss has been designed for alive 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. ."` • • l048$9 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb upllit at joint(s) except (jt=lb) 5=439, 2=473. '• � I` l A . 9L. • A A .� December 10,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �6 a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into -the overall {{ p building design. Bracing indicated is to prevent buckling of individual truss web antl/or chord members only. Additional temporary antl permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/f Qualfly Crifeda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL' 36610 Job Truss Truss Type Qty Ply 2464376 • T22125708 2484376 B5 Roof Specjal 1 1 Job Reference (optional) uuuaers rirstjource (tort vierce), Tort r-ierce, rL- taa45, 1 -0-10-8 I 5 6.46U 5 NOV 3U LULU MI I eK Inaustrles, Inc. VVea Uec 9 1L:Lb:3t$ ZULU I -age 1 ID:9Gv91zmhcLN-noHj23c5V2yUBdR-F LOoyi?UiJ654i8e6j r63NhXJ 18ZIwVV3mBttCyAi3R 5x6 = Scale = 1:19.6 w A 4x6 = i 6x6 = Plate Offsets (X,Y)- [2:0-2-2,Edge) LOA;1!MG (psf)- SPACING— 2-^ i CSI. DEFL. n -(loc) Vdefl Ud - PLATES GRIP TCLL--30.0- Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.03 2=8- >999 360 MT20 2"/190 TCDL 15.0 Lumber DOL 1.25 BC -0-.37— Vert(CT) -0.06 2-8 >999 180 BOLL 0.0 Rep Stress-Incr YES WB - 0.407 Horz(CT) -"2 6 n/a n/a BCDL 10.0- Code FBC2020/TPI2014-- Matrix-S -Wmd(iL) -0:06 2-8 >999 240 Weight: 45lb FT=20% LUMBER- BRACING - TOP -CHORD- 2x4 SP No.2 TOP -CHORD Structural wood sheathing directly applied, except end verticals. -BOT-CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-2 oc bracing. WEBS 2x4 SP No.3- -REACTIONS (size) 6=Mechanical; 2=0-5-8 -Max Horz 2=120(LC 12) Max UplifC6=359(LC 9), 2=481 (LC -12) Max Grav 6=549(LC 1), 2=659(LC 1) FDRCES. (Ib) -Max. _Camp_/Max. Ten. -All forces250-(lb) ar �s-excep1-when-shovvt- TOP CHORD 2-3=-972/1226, 3 4=_-901C1309. I BOT CHORD— 2:8=-1 215/843, 7-8=-1355/995 6-=134c;a33 WEBS 4-6=989/1337 1 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)-VWnd:-ASCE 7-16; Vutt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf BCDL=3.Opsf; h=25ft; B=45ft; L=24ft;,eave=4ft;-Cat- r;rp1_0,18; MWFRS (directional) and C-C Ezterior(2E)-0-10-8 to-2l-8, Intedoq_1) 2-1-8 to-5-3--14, Exterior(2E) Job Truss Truss Type Qty Ply 2484376 - T22125709 2484376 B5A Hip Supported Gable 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov-30 2020-147-ek Industries, Inc. Wed Dec 9 12:25:392020 Page 1 ID:J1386p9G_ku2ngM0_R6yCiyD?FS-kYaA92?6TdEyisjriRMLcaDnLiWp1 RvD?rdQkQyAi3Q 4-0-0 6-7-13 10-5-7 4-M 2-7-13 3-9-9 Scale = 1:17.1 3x8 = 5x6 = 4x6 = 4.00 12 3- 2x4 11 2x4 11 10-5-7 3x8 = LOADING (psf) SPACING- 2-D-0 CS11. DEFL. in (loc) I/defl L/d- PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) n/a -n/a- 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-S :AJeight: 35 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 -ZOPCHORD Structural wood sheathing -directly applied or 6-0-0 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD —Rigid-ceiling=drec lyapplied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. All bearings 10-5-7. (lb)- Max Horz 1=-41(LC 10) Max Uplift All uplift 100 lb orless-at joint(s)-except 1=135(LC-12), -0=1-29(L-C-12), 6"--256(LC 8), 5=243(LC 9) Max Grav All reactions 250 lb -or -less atjoint(s) 1, 4 except 6=406(LC-21),.5=386(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except -when shown WEBS 2-6=318/754, 3-5=305/669 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second-gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft;-L= 24.t--�c---ve=2tf Cat— II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 4-0-0, Comer(3E) 4-0-0 to 6-7-13, Comer(3R) 6-7-13 to 9-7-13, Exterior(2N) 9-7-13 to l O-5-7 zone;C-C for-menabersandiomes &-MINERS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads inihe plane of the truss only. For studs -exposed to wind-(normaMo-the-facefseeStandard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1. J 4) Building Designer / Project engineer responsible for -verifying -applied roof live load shown covers rain loading requirements -specific �% . • ` �y� E to the use of this truss component. ♦ G. �', •! 5) Provide adequate drainage to prevent water ponding. �� 6) Gable requires continuous bottom chord bearing. �,• NO 34869 7) Gable studs spaced at 2-0-0 oc. = 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 fora live load of 20.Opsf on the bottorrrchord in alrareas where a rectangle 3-6-0 tall by 2-0-D wide b will fit between the bottom chord and any other members. lb 1, 129 Ib > 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 uplift at joint uplift at joint 4, 256 lb uplift at joint 6 and 243 lb uplift at joint 5. y, , December 10,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �k a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall pp� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI 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 ANSYTP11 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 TypeQty • fly T22125710 2484376 B6G Hip -Girder) 1 1 �24B4376 Job Reference (optional) Builders FirStSource (Fort -Pierce), Fort Pierce, FL-Z4945, 8:430 s Nov30 2020 Mllek Industries, Inc. Wed Dec 9 12:25:41 2020 Page 1 ID:9Gv9lzmhcLN_noHj23c5V2yUBdR-gwiwajl N?EUgxAtDpsPph?J7KW7yVM6WS96XoJyAi30 -0-10 8 3-0-0 7-7-14 10-5-7 0-10 8 3-0-0 4-7-14 2-9-9 Scale = 1:18.8 Id �b.IIr3AFit�II�367 LOADING (psf) BRACING- 2=0 0 CBI. —DEFL. in -(loci 11deO Ud PLATES -GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.67 VLsrt(LL) 0.07- 6-7 >999 240 MT20 244/19U- TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.09 6-7 >999 180— BCLL 0.0 Rep Stress Incr NO- WB 0.09 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 -Matrix-S ,Ve;ght: 43 lb- FT = 20% LUMBER - TOP -CHORD 2x4-SP No.2 BOT CHORD 2x4_1PNo:2- WEBS 2x4S1?-No.3 BRACING - TOP -CHORD Structural wood sheathing directly -applied or-3-1-05 oc pudins. -BOT CHORD Rigid ceiling directly applied or 61-7 oc bracing. REACTIONS. -(size' a, 2=0-3-0 Max Horz 2=45(LC 21) -Maur-Up!ift 5==429(L-C 8), 2=554(LC-81- Max Graw 5=656(Cr-+.),2=74%[_C 1) FORCES. (lb) -Max. Comp./Max. Ten.-A.!1-forces-250-(Ib) or less except When -shown. TOP CHORD 2-3=1543/1031, 34=1378/970, 4-5=1490/1001 BOT CHORD 2-7=-928/1415, 6-7-922/1429, 5-6=899it361 NOTES- 1) Unbalanced roof live loads haven`-eenxonsider-ed4or-this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. li� Fxp-D.rEncL-GCpi=018;-MWFRS (directional); Lumber -DO =1.60 plate.ario_DOL=1.60 3) Building Designer/ Project engineer -responsible -for verifyW_.@plied_rnoHYz_load shown covers rain loading requirements speck to these 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,!eads-- --- - 6) ' This truss has been designed for a live load of 20.Opsf on the pottom chord in all areas where a rectangle 3-6-0 tall by 2-D-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 429 lb uplift at joint 5 and 554 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 163 lb down and 281 lb up at 3-0-0, 68 Ib down and 111 lb up at 5-0-12, and 68 lb down and 111 lb up at 5-7-2, and 163 lb down and 281 lb up at 7-7-14 on top chord, and 74 lb down at 3-0-0, 22 lb down at 5-0-12, and 22 lb, down at 5-7-2, and 74 lb down at 7-7-2 on bottom chord. The design/selection of such connection device(s) is the responsibilty of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 . Uniform Loads (plf) Vert: 1-3=90, 3-4=90, 4-5=90, 2-5=20 Concentrated Loads (lb) Vert: 3==51(F) 4=51(F) 7=22(F) 6=22(F) 8=21(F) 9, 21(F) 10-8(F) 11=8(F) December 10,2020 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mi rek® connectors. This design is based only Lpon parameters shown, and is for an individual building component, not _ a truss system. Before use, the building designer must vedly 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 t11.iiTek' is always required for stability and to prevent collapse with possible personal'injury fabrication, storage, delivery, erection and bracing of trusses truss and property damage. For general guidance regarding the ANSIMPH Quality Criteria, DSB-89 and BCS/ Building Component and systems, Safety information available from Truss Plate Institute, 2670 Crain Highway, see Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply 24114376 'f22125711 24B4376 CA Jack -Open 12 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 912:25:42 2020 Page-1 I D:9Gv9lzm hcLN_noHj23c5V2yU BdR-87G In32?mYcXZKSQNZw2EDrQZwb6Eqifhpr4LlyAi3N -0-10-8 1-0-0 0-10-8 1-0-0 LOADING (psf) I Sf>A _ G- 2-0-0 CS1. DEFL. in (loc) Udefl Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 2 ->999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020lTPI2014 Matrix-P Wind(LL) 0.00 2 "" 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-3-0, 4=Mechanical Max Horz 2=63(LC 12) Max Uplift 3=-12(L-C 9)r2=138(LC 12) Max Grav 3=15(LC 13). 2=172(LC 1). 4=19(LC 3) -FORCES. (lb) - Max. Comp-.iMa f. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:6.1 PLATES GRID MT20 2447190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied -or 1-D-0 O-urlins.- BO-T-CHORD Jgigid ceiling directlyappiled-or, ,00.0_0-oc bracing. NOTES- 1) Wind: ASCE 7-16; VuR=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) -dry& C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate -grip DOL-=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ;This -truss -has-been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide-mechanical-cortnection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 3 and 188 lb uplift at joint 2. December 10,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �k a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply �24114376 T12125712 2484376 CJ1S Jack -Open 2 1 Job Reference (optional) Builders RrstSource (Fort Pierce), Fort Pierce, FL - 34945, SA30 s Nov 30 2020 MTek Industries, Inc. Wed Dec 912:25:422020 Page 1 I D:9Gv9lzmhcLN_noHj23c5V2yUB dR-87G In32?mYcXZKS QNZw2EDrS_wb7 Eq'Ifhpr4LlyAi3N iffff-41 LOADING (psf) SPACING- 2-0-0 CSI. -DEFL. in -(roc) Ildefl L'd- PLATES -GRIP TOLL 30.0 Plate-Grip-DOL 1.25 TC 0.04 Vert(LL) -0.00 1 >999 360 MT20 244/ 19"u— TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 1 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0:00 2 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-P Wlnd(LL) -0-.00 1 — 240 -Weight: 3 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD -2x4-SP?_No.2- REACTIONS. (size) 1=0-5-8, 2=Mechanical, 3=Mechanicall BRACING - TOP CHORD -Structural-wood sheathing directly -applied or-1-0-0-oc purlins. BOT CHORD Rigid ceiling directly applied or 40-0=0vc-bracing. ° -Max Horz 1=30(LC 12) -MmcWift 1=27(1_C 12), 2=-41(LC 12) Max Grav 1=52(LC 1), 2=42(LC 1T, 3=T9(LC 3) FORCES. (lb) - Max.-Gomp./Max. Ten. -All forces 25U-h)-or les except whemshow. NOTES- 1) Wind: ASCE 7-16; Vu@=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MVvrRS-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.Qp..fon-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 27 lb uplift at joint 1 and 41-ib-mfiN:m joint 2. December 10,2020 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon.parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss wab and/or chord members only. Additional temporary and permanent bracing i�iTe. k' 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[ITP11 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 2484376 T22125713 2484376 CJ2 Jack -Open 1 1 Job Reference a tional Builders FirstSource-(FaR-Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 M7ek Industries, -Inc. Wed Dec 9 12:25:44 2020 Page 1 I D:9 Gv9lzmhcLN_noHj23c5V2yU BdR-4VN3C I3F I9sFodboVy WJewlQjGVikCy87KBPeyAi3L -1-0-2 1-3-11 1-0-2 1-3-11 4x6 = Scale = 1:6.2 1-3-11 LOADING-W- -SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLU 30.0 PlateGrip-DOL- 1.25 TC 0.24- Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL T25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC202D7TP12014 Matrix-P Wind(LL) 0.00 2 — 240 Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD-2x4-SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-3-11 oc purlins. BOT CHORD 2x4-SP-No:2-- BOT CHORD Rigid ceiling directly applied or 10-0-0-ocbracing, REACTIONS. (size) 3=Mechanical, 2=0-9-4, 4=Mechanical Max Horz 2--67(tC 12) Max Uplift 3-16(1_C 9), 2-226(LC 12) Max Grav 3=16(LC 17), 2=209(LC 1),.4--24(LC 3) -FORCES: (lb) - Max. Comp./Max. Ten. - All four 2.=.0-(Ib)-or less except when shown. _r.0TES-- 1.)=_ Aiird: ASC-E 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. -il;-Exp-D; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C for members and forces & MWFRS for -reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)-Building Designers Projee,-engineerresponsible 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 IiveJoad of 20.0psf-on the -bottom -chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit betweenJheJxnitam_chord and any other -members. 5) Refer to girder(s) for truss to trusscormections. 6)-Provide mechanical, connection -(by others) of truss to bearing-piata-capabierofwithstanding 16 lb uplift at joint 3 and 226 lb uplift at -, .. It 2. December 10,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors: This design is based only upon parameters shown, and is for an individual building component, not �4 a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall g�L �Agi �{ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent braIYI bracing . ele 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 ANS11TRI1 Quality Criteria, DS"9 and BCSI Building Component 6904 Parke East Blvd. SatetyiMarmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss us Type Qty Ply T22125714 2484376 CJ2S �JTB.s(Dpisri 1 1 �24114376 Job Reference (optional) Builders FlrstSource (Fortf4erce), Fort Pierce, FL - 3484b, 11.43U S NOv 3U LULU MI I eK mtlusines, Inc,- vveo Ueo y}l z:zo:4o zu du rage l ID:9Gv91zmhcLN_noHj23c5V2yUBdR-YixRQ54t3T 6QnA?2hTlrrTyr7ckRBS5Nn4kx4yAi3K � 1-3-11 i 1-3-11 3.46 12 2 T I 0 a a 3 Scale = 1:6.2 LOAMG 7psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud _PL:A ES-—c..FIP= TCLL 30.0 Plate Grip DOL 1.25 TC 0.06 Vert(`[_Q- -0.00 1 >999 360 MT20 244/1SO TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 1 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Wind(LL) 0.00 1 — 240 Weight: 4 lb FT = 20% LUMBER- BRACING -- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing„lrectly--ar plied or 1-3-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD-—Rigid-celling-directly applied-or-10 0-0 oc bracing. REACTIONS. (size) 1=D-9-4, 2=Mechanical, 3=Mechanical ---Max Horz 1=33(LC 12) —%lax Uplift 1=37(LC 12), 2=51(LC 12) Max Grav 1=67(LC 1), 2=55(LC 1), 3=24(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or lesls except when shown NOTES- 1) Wind: ASCE 7-16; VuK=170mph (3-second gust) Vasd=132mp 11; Exp D; Encl., GCpi=0.18; MWFRS-(directional) and C-C Cor shown; -Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying a to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live 1, 4) ` This truss has been designed for a live load of 20.Opsf on the 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 I joint 2. TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. �r(3) zone;C-C for members and forces & MWFRS for reactions roof live load shown covers rain loading requirements -specific nonconcurrent with any other live loads. tom chord in all areas where a rectangle 3--6=0.tallby2D-0 wide capable of withstanding 37 lb uplift at joint 1 and 51 lb uplift at 34869 `,, • December 10,2020 ALWARNING - Verify design parameters and READ NOTES ON THIS AND I1,1�1 LUDED 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 applicabilitylof design parameters and property incorporate thisdesign 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 ��T�i �• 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 systerhs, see ANShTP/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 �2484376 T22125715 2484376 CJ3 Jack -Open 8 1 Job Reference (optional) Builders Firsttiource (Fort Pierce), Fort Pierce, FL--34945, 4x6 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 9-12:25:45 2020 Page 1 ID:9Gv9lzmhcLN_noHj23c5V2yUBdR-YixRQ54t3T 6QnA?2hTlrrTvW7bgRBS5Nn4kx4yAi3K Scale = 1:9.4 LOADING (ps'j SPACING- 2-0-0 -CSt. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 30.0 —Plate Grip DOS 1.25- TC -0.28 Atett(LL-) -0.00 2-4 >999 360- MT20 244/190 TCDL 15.0 Lumber DOL 1:25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress-Incr YES W13- -O:OD Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P i Wlnd(LL)- 0.00 2 — 240 Weight: 11 lb FT = 20% LUMBER- BRACING -- TOP CHORD--2x4_S41'No.2- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP-No.2 BOT-CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=117(LC 12) Max Uplift 3==89(LC 12), 2=236(LC 12) Max Grav 3=102(LC 1), 2=269(LC 1), 4=54(LC3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250-(lb)-orless except when shown NOTES- 1) Wind: ASCE 7-16; Vu"_=170mph-(3-secoid-gust)=dasG=SSi,u , TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. it; Exp D; Encl., GCpi=0.18; MWFRE-(direetionai)and•GC-Exterior(2E)-0-10-8 to 2-1-8, Intedor(1) 2-1-8 to 2-11-4 zone;C-C for men bers-and-forces & MWFRS for reactions shown; Lumber DOL=a_5n__Nate-grip DOL=1.60 2)-Building-Designer / Project engineer responsible-forverifying applied-roof-Ne-Ioadshown-covers rain loading requirements speck to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 wherea rectangle.3-6_-03allby_-2-0-0-wide wi1VA-between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6)-Provide=r.ems cat-eonnection (by others) of truss to -bearing plate capable -of withstanding-89-lb uplift at joint 3 arrd236-iVupiiftat— joint 2. December 10,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mr rek& connectors. This design is based only upon parameters shown, and is for an -individual building component, not �s a truss system. Before -use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW g VIA IOW 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 ANSLITPlf Quality Criteria, DS"9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601 Tampa, FL 36610 Job Truss Truss Typ Qty Ply 24114376 T22125716 2484376 CJ3S Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 2x4 = 3-D-0 3-0-0 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 912:25:46 2020 Page 1 I D:9Gv9lzm hcLN_noHj23c5V2yUBdR-OuVpdR5Vgm6zl xlBcP_0302iXxvAeiFcRpIU WyAi3J M P d Scale = 1:9.4 - LOADING (psf) SPACING- 2 0=O- CSI- DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1-.25 TC 0.38 Vert(LL) -0.00 1-3 >999 360 -MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 1-3 >999 180 -BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCOL -1'0:0 -Code FBC2020fTP12014 Matrix-P Wind(LL) 0.00 1 — 240 Weight: 9 lb FT = 20% - LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. -BOT CHORD--2x4-SP No.2 BOT CHORD Rigid ceiling_directly Vplied_or 10-0-0 oc bracing - REACTIONS. (size) 1=0-5-8, 2=Mechanical, 3=Mechanical Max Horz 1=84(LC 12) Max Uplift 1-78(LC-12), 2=117(LC 12) Max Grav 1=149(LC 1), 2=122(LC 1), 3=54(LC 3)' FORCES. (lb) - Max__Gcmp:/Max. Ten. - All forces 250-(ib)-oriess except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(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 Iive'load nonconcurrent with any other live loads. 4) ' This truss has been designed -for -a -live .oad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will -fit betweenihe-bottom chord and any other, members. 5) Refer to-gitder(s)-fortiussio truss connections. 6)-Provide mechanical connection -(by-othsis) of-trass- bearing p ate Capable of withstanding 78 lb uplift at joint 1 and 117 Ib uplift -at joint 2. I December 10.2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ®f Design valid-for�use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not p � a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p p� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing f ViITpiK• is always required for stability and to prevent collapse with possible personal Injury'and property damage. For general guidance regarding the Safety Inffabricationormation delivery, from'on and Truss Plate Institute, 2670 Crainof trusses and sHisystems, hway Suite 203 Waldorf, D see 20601 Quality Crirerie, DS8�9 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply 24114376 T22125717 2484376 CJ4 Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce),-F-ort-Rerce, FL - 34945, 0-10-8 3x4 = 8A30 s Nov 30 20204JiTek Industries, Inc. Wed Dec 9 12:25:47 2020 Page 1 ID:9Gv9lzmheLN_noHj23c5V2yU B dR-V43Bm67b4E pf5KNA6VDxGYG7xl?v5xOr5ZrOzyAi31 LOADING (psf) SPACtNG- -2-0-0 CSI. DEFL. in (loc) Vdefl- Lid TCLL 30.0 Plate Grip DOL 1.25- TC 0.14 Vert(LL)- -0.00 2 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 2-->999' 'IBO- BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC202OTFP12014 Matrix-P 1iJnd(LI)-0:00 2 — 240 LUMBER - TOP -CHORD 2x4Sr Now BOT CHORD- 2x,4SP No.2- REACTIONS- (size} 3=Mechanical, 2=0-8-0, 4=Mechanical `MaxHorz 2=83(LC 12) - Max Uplift 3-37(LG-9)72=193(LC_ 12) -Max Grav-3=49(LC 1), 2=199(1.C1),_4=33(CC-3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when -shown. Scale = 1:7.3 -PLATES GRIP MT20 244/190 -Wright: 7 lb FT = 20% -BRAC-ING- TOP CHORD Structural wood sheatiling-directly-applied-or 1-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vuh=170mph (3-second gustyVasd=132mph; TCDL=4.2psf; BCDL=3:0psii7-ir-25,i-o-45ft;L--24ft, eave=oft; Cat. 1( FYp_D;_End., GCpi=0.18; MWFRS (directional) and_C_C-Fx1erior(2E)zone;C-C for members and forces & MWFRS forreactions- shown;Lumber DOL=1.60 plate grip DOL=1.60 -2) Building Designer /-P oject--engineer-rues-,onsible for verifying applied roof live load shorn; covers-rai^-loads^nyiequirementsspeciric to the use of this truss component. -3)-Thislfuss has -been -designed -for a 10A psfbo#om-chord-ItveJoad-Dommncurrent with -any other live loads. 4) ' This truss has bee.^. designed-for-a-live-load-o 240Zpsf_on_thebettom chord in all areas where a rectangle 3-6-0 tall by2-G-0-wide willirt-between-tlfWbottom 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.',? !h uplift-3-and 193 lb uplift at joint 2. December 10,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with M7ek0 connectors. This design is based only upon parameters shown, and is for an Individual building component, not �k a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Rp e• . building design. Bracing indicated is to prevent buckling of individual tress web and/or chord members only. Additional temporary and permanent bracing I�i� iT �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 T22125718 2484376 CJ4S Jack-OPeq 1 1 [4B4,763 b Reference o tional Builders FirstSource (Fort Pierce), Fort Pierce; FL-- 34945, 1-10-0 1-10-0 8.430 s Nov 302020 MiTek Industries, Inc. Wed Dec 9 12:25:47 2020 Page 1 ID:9Gv9lzmhcLN noHj23c5V2yUBdR-V43Bm67b4Epf5KNA6VDxGYG3xlwv5xOr5ZrOzyAi31 Scale = 1:7.5 LOADING (pst) SPACING-- 2=0-0 CSI. DEFL. in—(loc) Ildel -L/d PLATES GRIP -TCL-� 30.0 Plate Grip DOL 1.25 TC- -0.,15 Vert(LL) -0:00 1 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0:03— Vert(CT) -0.00 1-3 >999 180 BCLL -0:0 Rep Stress incr -YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BC1L 10.0 Code FBC20207TP12014 Matrix=P Wind(LL) 0.00 1 — 240 Weight: 6 lb FT = 20% LUMBER - TOP. CHORD-2x4-SP-No.2 BOT CHORD 2x4-SP No.2 -BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. {size) 1=0-8-0, 2=Mechanical, 3=Mechanical': Max-Horz- 1=53(l.C-12} Max Uplift 1=-51(LC 12), 2=76(LC-12) Max Gran, 1=97(LC 1), 2=79(LC 1), 3=35(t-C-3)- FORCES. (lb) - Max. Comp -./Max I en. - All forces 250 (lb) or lest exceptwhen-showfi: NOTES- I 1)_Win -,SCE 7-18, Vug=1? 3-second gust) Vasd=132mp11; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp-D; Encl.-, GCN-i=018-MWFRS-directional) and C-C Extei ior(2E) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOl=1-60_ 2) Building Designer/ -Project -engineer responsible-farrerifying-applied roof live load shown covers rain loading requirements specific to the use-of-this-t^:ss---,,ponent. 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 of 20.Opsf on the bottom chord in -all areas-wherea-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)nihuss to bearing pate -capable of withstanding-5ilb�upliit ai joint 1 and 76 ib uplift at joint2. December 10,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. �' Design valid for use only with MTek® connectors. This design is based only 6pon{urameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly incorporate this design Into the overall pp�'r e' • building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYII�iK is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Safety information delivery, eliv ry,e from erection and Plate bracing f trusses a d truss systems, wa� Suite 203 Waldorf, hT P0601 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. MIDTampa, FL 36610 Job Truss Truss Type Qty Ply 2484376 T22125719 2484376 CJ5 Jack -Open 8- 1 Job Reference oDtional Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 912:25:48 2020 Page 1 ID:9Gv9lzmhcLN noHj23c5V2yUBdR-zHdZ276mLOMgHFvZkg1STU5HJKaaeYBX311PYPyAi3H t10-8 5-0-0 10 8 5-M Scale = 1:12.7 4x6 = 5-0-0 LOADING (psi SPACING- 2-0-0 C'SI: -OEF ..- in (loc) defi- Ud PLATES GRIP TCLL 30.0 Plate -Grip DOL 1.25 TC -0.82 -Vert(LL) -0 03 2-4 >999 360 hr.T20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0-.05- 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Wind(LL) 0.00 2 — 240 Weight: 17 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structurat-med-sheathag-directly-applied-or4-7-8 oc purlins. BOT-CHORD- 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied 10-0-0 oc-bracing, REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanicat- -Max Horz 2=173(LC 12) Max Uplift 3=179(LC 12), 2=295(1_C 12) Max Grav 3=193(LC 1), 2-376(iC 1-)-4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten.-All-forres-250 (lb) or less except,.vhe. -_-hovm= - NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-0z10-8 to 2-1-8, Interior(1) 2= i=8-to-4 i i 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 speck 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 -2G.Opsf_on-the-bottom chord -in -all areas where a-rectangle3-6-0-taU-by2--O--0avide 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 179 lb uplift at joini-3 and 29v-;b ap6i: ar joint 2. December 10,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MU&S connectors. This design is based only upon parameters shown, and is for an individual building component, not 6 a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Nil building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB49 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 Typei Qty Ply 2484376 T22125720 FJack-Open 2484376 CJ5S 2 1 Job Reference (optional) Builders RirstSourcc. (Fort Pierce), Fort Pierce, FL - 34945, 5-0-0 3x6 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 9 12:25:48 2020 Page 1 ID:9Gv9lzmhcLN-noHj23c5V2yUBdR-zHdZ276mLOMgHFvZkg1 STU5FrKaNeYBX311PYPyAi3H Scale = 1:12.7 5-0-0 5-0-0 Plate Offsets (X,Y)- [1:0-0-2,0-0-0] LOADING (psf)— SPACING- 2-0-0-- CSL DEFL- in (Ioc) -1/deff Ud PLATES- GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0 91- Vert(LL) -0.03 1-3 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 -Vert(CT) =0:06 1-3 >958 180 BCLL 0.0 Rep Stress Incr YES - i WB 0.01) Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code-FBC2020/rP12014 -Matrix-P i Wind(LL) 0s00 1P — 240 Weight: 15 lb FT = 20% -LiiI. LUMBER ' —BRACING- TOPCHORD 2x4SP No.1 TOP -CHORD Structural -wood -sheathing directly applied or 2-2-0 oc purlins. -SOT=CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. KFACTJONS-. -{size) 1=0-5-8, 2=Mechanical, 3=Mechariical� -Max+1=-1=140(LC 12) -Max-UpriR 1-138(LC 12), 2=202(tC 12)_ -Max Grav_1=259(LC 1), 2=212(LC 1), 3=94(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. - AlPforces 250 (lb) or lesi except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph-(3-second gust) Vasd=132mpitl; TCD', �4-2psf-BCDL S-Opsf, h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18;-MWFRS- directional) and C-C Extenor(2E) 0-2-12 to 3-2-12, Interior.(1? 1=2=12 to 4-11-4 zone;C=C for members and forces & PA A'FRS-for-reactions shown; Lumber DOL=1.60-pls-te-grip DOL=1.60 -2)7Building-Designer / Project engineer responsible for veWngappfied-roaf-livs-load-shown covers rain loading requirements -specific to the use of this truss component. 3) This truss -has -been -designed 'caUfora 10.0 osf_bottom chordJive load nonconcurrent with any -other -live loads. 4) ' This.truss-has been-des___OedJorhreload of 20.0pst on the bottom chord in all areas where a rectanale-3-6mivall by 2-0-0 wide Job Truss Truss Type Qty Ply 24114376 ' 722125721 2484376 CJ6S Jack -Open 1 1 Job Reference (optional) Builders-FirstSource (FortPierce), Fort Pierce, FL-34945, 2x4 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed -Dec 9 12:25:49 2020 Page 1 ID:9Gv9lzmhcLN_noHj23c5V2yUB dR-RTByMO6hVXuOUm HXYhOhebgkzC N?Rh IP2y4ryAi3G 2-4-15 2-4-15 Scale = 1:8.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) lfdeff Lid Pr ES -GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 1 >999 360- -MT20- 2414; 190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Wind(LL) 0.00 1 — 240 Weight: 8 lb FT = 20% LUMBER- -BRAC4NG TOP CHORD 2x4 SP No.2 TOP CHORD Structural vrood-si reaYling-directly applied or 2-4-15-oc-purfins. BOT CHORD 2x4 SP No.2 -BOT-WORD--Rigid-ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=68(LC 12) Max Uplift 1=56(LC 12); 2=89(1_C 12) Max Grav 1=111(LC 1), 2=91(LC 1), 3=40(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less -except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; 0WFRS (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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), -see-Standard-Industry Gable End Details as applicable, -or consult qualified building -designer as per ANSUTPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed -for a 10.0 psf-lioftom 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 tallby-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 56 lb uplift at joint 1 and 89 lb uplift at joint 2. December 10,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. Design valid for use onlywilh MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not c a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pn� ill ' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 2464376 T22125722 2484376 CJ7S Jack -Opens 1 1 Job Reference o tional Builders FirstSource (Fort Pierce), Fort -Pierce, FL - 34945, 2-2-0 8.430 s Nov 30 202D MiTek-Industries, Inc. Wed —Die 9 12:25:49 2020 Pagel I D:9Gv9lzm hcLN_noHj23c5 V2yU Bd R-RTByFT706hVXuO Um HXYhOhecZkxg N?Rh IP2y4ryAi3G Scale: 1.5"=l' 2x4 = 2-2-0 2-2-0 LOADING (psf) SPACING- -2=0 0 CST __DEF'L- in (loc) Udell L/d PLATES— GRIP -TCLL— -30.0 Plate Grip DOL 1.25 TC- -0..15 Vert(LL) -0-.02— 3 >9W —360— M1,20- 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.03 3 >621 - 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Wind(LL) 0.02 3 >999 240 Weight: 7 lb FT = 20% LUMBER--' BRACING - TOP CHORD 2x4 SP No.2 TOP- CHORD Structural -wood sheathing directly -applied -or 2-2-0 cc purlins. BOT CHORD-2x4-SP No..2 BOT CHORD- ARigid-ceiling directly applied or 10-0-0-ocbracing REACTIONS. (size) 1=A-8-0,-2=Mechaittca Max Horz-1=6", (CC-12) Max Uplift 1=-49(LCi2)-2=73(LC 12) VlajCGrav-1=97(LC 1), 2=99(LC 1) FORCES. 0b) --Max-Comp./Max. Ten. - s except when shown. NOTES- 1) Wind: ASCE 7-16; VuH=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=4tift;.L=24ft;.eava=41ft; Cal. II; Exp D; 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 gdpD0L==1.60 2) Truss designed for wind loads -in -the -plane -of the truss only. For studs exposed -to -wind (normal to the face), see Standard Industry — Gable End Details as applicable, or consult quall:ed bwldi.-,g=Jesigneras per ANSIITPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this misszDmpooenL 4) Gable studs -spaced at 2-0-0 cc. Job Truss Truss Type Qty Ply �2484376 T22125723 2484376 FG1 FLOOR 1 1 Job Reference (optional) Builders Firstsource (Fort Pierce), Fort Pierce, FL - 3494b, 8.430 a Nov 30 2020 MiI eK Industries, Inc. lived Dec 9 12:2b:bU 2020 Page 1 I D:9Gv9lzmhcLN_noHj23c5V2yUBd R-vfl KToBOt?dO W Y3yrF3wYvA118G96SYgX3nVd lyAi3F t31 1-1-10 1-1-10 1 2 3x4 = 3 2x4 II Scale = 1:8.3 2x4 I I 3x4 = 5 6 4 -0-3-8 1-1-10 LOADING (psf) SPACING-- —2=0=0 CSI. DEFL. in (loc) I/defl Ud TOLL- 40:0 Plate Grip-DOL- 1.00 TC 0.31 Vert(LL) -0.00 5 >999 360— TCDL 10:0 Lumber DOL 1.00 BC 0.25 Vert(CT) -0.00 5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT) 0.00 4 n/a n/a -Bax -5.0 I Code FBC2020lrP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 -REACTIONS. (size) 1=0-1-8, 4=Mechanical Max Grav 1=260(LC 1), 4=38-1(LC -1)- FORCES. (lb) --Max.--Comp./Max. Ten.: All forces-250 (lb) or less except when shown. TOP CHORD— 2-1=0/287 PLATES GRIP MT20 244/190 Weight: 6 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-1-10 oc purlins, except -end vedicals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Refer to girder(s) for truss to truss connections. 2) Provide mechanical connection (by others) of truss to bearing plate-atjoint(s) 1. 3) Recommend 2x6 strongbacks, on edge, spaced at-10-0-0-oc and fastened to each truss with 3-10d (0.131" X-3")-nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live_(balanced)=Lumber Increase=1.00, Plate Increase=1.00 Uniform -Loads (plf) — Vert:-1=2=100, 2-3=100; 4-5=10 -Concentrated Loads (ib) Vert: 6=5111 a December 10,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII 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 T22125724 2484376 FG2 FLOOR 1 2 �24154376 � Jab Reference (optional) ouuaers rlrsioaurce trOn-rierce), ron tierce, rL - 64`J40, 0.4JU-s NOV JU zuzu MI � eK maumnes, In.. ,aa UeC 'd "IL.ZO:OI z.,u rage i ID:9Gv91zmhcLN noHj23c5V2yUBdR-NsJig89eeJIF8ie8Pya956jotYabrhZ_IjX39kyAi3E 6 4-9-5 1 94-15 14-0-8 16-9-14 1 1 0- 4-9-5 I 4-7-9 4-7-9 4-9-6 0- Scale = 1:34.4 -5x8 = 3x4 = 2x4 II 4 5 6 6x8 = 7 6 14 13 12 11 10 -9- 3x6 11 5x8 = IIx10 MT20HS = 2x4 11 -5x8- 3x6 I I I _rL4S2 d_O_5 O�t_iF iAA11 A0. O_S� �ti-�� 0-3- 4-9-5 4-7-9 4-7-9 4-9-6 W3-8 Plate Offsets (X,Y)- [2:0-3-8,0-2-12],[7:0-3-8,0-2-12],[10:0-4-0J0-1-8),[13:0-4-0,0-1-8) LOADING (psf) SPACING- 2-0-0- CSI. DEFL. in (loc) -1/defl- Lrd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.29 11 >808 360 MT20 , 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(CT) -0.39 11 >592 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) -0.05 8 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-S Weight: 206 lb FT = 20% LUMBER- BRACI :'S— TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood -sheathing -directly applied orb-0=0-ocpmiins, BOT CHORD 2x6 SP M 26 except -end verticals. WEBS 2x4 SP No.3 *Except* -BOT CHORE -Rigid- ceiling -directly applied or 10-0-0-oc bracing. 2-14,7-9: 2x4 SP-No.2 I I REACTIONS. (size) 1=0-1-8, 8=0-1-8 Max Grav 1=1242(LC_1),8=1242(LC 1) FORCES—(ib) - Max. Comp./Max Ten. - All forces 250 {Ib)-er less �cceptwhen shown TOP CHORD 2-3=-4672/0, 3-4=-4672/0, 4-6=-4673/0, 6-7=4673/0 BOT CHORD 13-14=0/885, 11-13=0/6825, 10-11=0/6825, 9-10=0/885 WEBS 2-13=0/3867, 3-13=-470/0, 4-13=-2198/0, 4-11=0/445, 4-10=-2198/0, 6-10=-471/0, 7-10=0/3868 NOTES-- 1) 2-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. I Bottom chords connected as follows: 2x6 - 2 rows staggered at,0-9-0 oc. Job Truss Truss Type Qty Ply �2484376 T22125725 2484376 FG3 FLOOR 1 Job Reference (optional) I Builders FirstSource (Fort Pierce), -Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MTek Industries, Inc. Wed Dec 912:25:52 2020 Page 1 I D:9Gv9lzm hcLN_noHj23c5V2yU Bd R-r2s4uUAGPct6lsDLzg5OeKG3aymYaMB7_N GehAyAi3D 4-8-15 4-8-15 1 46 = 2 2x4 II Scale = 1:9.3 2x4 II 48-15 LOADING (psf) -SPACING= 2-0-0 CSI. -DEFT in (loc) 11defl Lid PLATES GRIP TCLL 40.0 Plate-Gip-DOL 1 00 - TC 0.42 Vert(LL) -0.06 3-4 >910 360 MT20 244/190 TCDL -10-.0- Lumber DOL 1.00 SC- 0.96 Vert(CT) -0,08 3-4 >656 240 BOLL- 0.0 Rep -Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a -BCDL 5.0 Code FBC2020/TPi70'i4 Matrix-P Weight: 52 lb FT = 20% LUMBER- BRACING - TOP -CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, ROT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. {size)=-4=0-9-9, 3=Mechanicaf Max Grav 4=1447(LC 1), 3=1149(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except -when shown. -NOTES- 1) 2-p4ytnlss to-be•mnneCed-together-wfth 10d (0.131"xY) nails as follows: Top u'mrd ws—nnecte f as=iollows: 2x4 - 1 row at 0-9-0 oc. (lows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4.--1-rew-at 0-9-0 oc. 2) All loadvare-considered equally applied -to ailplies, except K noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to —ply-connactions-gave-beer•, pnavided to distibutevniyioadsnoted as (F) or (B), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks on edge, spaced at 10-0-0. oc and fastened-te,each-truss-with 3-10d (0.131" X 3") nails. -Strongbacks to be attached to walls at the or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provtded-sufr"icient-io-support concentrated- load(s) 702 lb down at 0=8=11, and 702 lb down at 2-0-14and 702'ib down -at 3-4-1'-on-bottom-chord. The designlseiec'iiortroY-sach-connection device(s) is the —._ -p_nsibilitys',-ethers. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=100, 3-4=10 Concentrated Loads (lb) Vert: 5=-702(B) 6=702(B) 7=702(B) December 10,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based -only upon parameters shown, and is for an individual building component, not �tl a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pg building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1YiiT�ik, 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 ANSYTPI t 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 �2484376 T22125726 24134376 FG4 FLOOR 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 4-11-15 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 912:25:52 2020 Page 1- I D:9Gv9lzm hcLN_noHj23c5V2yUB dR-r2s4uUAGPct6lsDLzg50 eKGyOytXaBE7-NGchAyAi3D Scale = 1:34.7 5x6 = 2x4 11 1 5x8 = 3x4 = 2x4 11 6x8 = $3$ 4-11-15 9-10-2 14-8-5 1 S-8-1 0 4-11-15 4-10-3 4-10-3 4-11-15 -Plate Offsets (X,Y)- [2:0-2-8,0-1-121, [8:Edge,0-3-81, [9:0-2-0,0-,1-121 LOADING -(psfy SPACING- 2-0-0 CSI. DEFL. in—(loc) Udefl Lid PLATES- GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) -0.35 9-10 >670 360 MT20 244190 TCDL 10.0 Lumber DOL 1.00 BC 0.52 Vert(CT) -0.48 9-1D >491 240 MT20HS 1871943 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(CT) -0.02 8 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-S Weight: 215 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP -CHORD 1-5: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.2 "Except` 3-12 4-10;6-9. 2x4_SP No.3 Structural-wood-sheathinrdirectly applied or,r3-72 oc purlihs, except end verticals: Rigid ceiling directly applied_or-1A-0=0 oc biracing, REACTIONS. (size)- 1=0-1-8, 8=0-5-4 Max-Grav 1=1269(LC 1), 8=1579(LC 1) I FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4922/0, 3-4= 4922/0, 4-6=-5878/0, 6-7=5878/0, 7-8=1328/0 BOT CHORD 12-13=0/925, 10-12=0/7433, 9=10=0/7433; 8-9=0/552 WEBS 2-12=0/4074-3-12=479/0, 4-12-2559/0, 4-10=0/302, 4-9=-1585!0, 6-9= 438/0, 7-9=0/5429 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 DO. Bottom chords connected as foiiows:-2R6 - 2 rows staggered at IO-9-0 oc. Webs -connected as follows: 2x4 1 row at 0-9-0 oc. 4 All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face.in-the- OAD CASE(S) section. Ply to ply Connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) All plates are UT20 plates unlessotherwise indicated. 4)-The Fabrication-rolerance at joint 5 = 20%, joint 11 = 20% 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc aIld fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 676 lb down at 14-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=100, 2-7=100, 8-13=10 Concentrated Loads (lb) Vert: 14=-676(F) December 10,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not �s a truss system. Before use, the building designer must verify the applicabilityiof design parameters and properly incorporate this'design into the overall p� i building design. Bracing indicated is to prevent buckling of individual truss wgb and/or chord members only. Additional temporary and permanent bracing IY1� lT 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 ANSIMP11 Duality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2484376 T22125727 2484376 FG6 FLOOR 1 1 Job Reference (optional) tsuitoers-t-Irsisource tt-orr riercel, r-OR rrerce, rL - a41dw0, a.vau s NOV au LULU wu i eK tnuustnes, inc. vveu uec w-tczo:oo zuzu rage -i ID:9Gv9lzmhcLN noHj23c5V2yUBdR-JEQS5gAuAw?zNOnXWNcdAXoDRLBBJpRHD00ADcyAi3C 3-8-11 3-e-11 1 3x4 = 2 2x4 II Scale = 1:9.4 2x4 11 -COA0R7G=(psf)- -SR r-W1G- 2-0-0 CSI. -DEFL. in (loc) I/deft Ud PG,=rES=- 'GRIP- TCLL 40:0 Plate Grip DOL 1.00 TC - 0.47 -Vert(LL)-0:09-- 3-4- >482 360 MT20 244/190 TCDL 10.0 Lumber DOL -1.00 BC 0.68 Vert(CT) -0.12 3-4 >349 240 BCLL 0.0 Rep Stress Incr NO- 1 WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code FBC20201TP120 -4 I Matrix-P Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 qP- No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins, BOT CHORD 2x4 SP M 31 e^eept-end verticals. -WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. -REACTAGNS. (size) 4=0-4-14, 3=Mechanical Max-Grav 4=702(LC 1), 3=686(LC 1) FORCES.__ (lb) - Max. Comp./Max. Ten.-- All -forces 250 (lb)-oriess except when -shown NOTES- -1)-Referto girder(s) for truss to-tm« c^nnections. 2) Recommend 2x6 strongbacks, on edge, -raced-at-ID-G,^,-ocartd ostenediu-eachtruss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends- rrestinined by-ot! a means. 3) Hanger(a)-orother-connectioldevice(s) shall be provided sufficient to support concentrated-load(s) 505 lb down at 1-2-0, and 505 lb down at 2-6-0-on-bottom chord. The design/selection of such -connection device(s)-is-theiasponsibiliiyof-others. --4)-!n the -LOAD CASE(S) section, loads applied to the-face-of-the-t^,as-are 2-r.oted-as front-(F) or back (B). LOAD-CASE(S)-Standard 1)-Dead + F!DonL-ive (balanced) Lumber Increase=1.00,-Plate Increase=1.00 Uniform Loads (plf) Vert: -- Concentrated Loads (lb) Vert: 5=505(B) 6=505(B) December 10,2020 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek®conneclors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must vedfy the applicability of design parameters and property incorporate this design into the overall i building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 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 Builders,tir stSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTak-Industries, Inc. Wed Dec 9 12:25:54 2020 Page 1 ID:9Gv9lzmhcLN-noHj23c5V2yUBdR-nQ rJABWxE7q?AMj448sjlLQTlcs2BHQSgljm3yAi3B 0-3-4H �1— 1-5-15 0-P1 Scale = 1:19.0 3x6 1I- II 1.5x3 1.1 1.5x3 II 3x6 II 1 23 1 -4 5 6 7 8 14 13 -12 11 10 9 1.5x3 II 1.5x3 II q-3-0, 1-7-12— 8 4 11 9-9-3 9-1,0-15 ? 6.8-15 1 Plate Offsets (X,Y)- [11:0-1-8,Edge], [12V1z8-,Edge] LOADING--(psf) SPADING-- 2-0-0 I -CSI. DEFL. in (loc) I/deft Ud - PLATES GRIP- TCLL 40.0 Plate Grip-DOL 1.00 TC 0.33 Vert(LL) -0.03 10-11 >999 360 MT20 244/190 TCDL 'ID.O- Lumber DOL 1.00 BC 0.33 Vert(CT) -0.04 10-11 >999 240 BC11 0.0 Rep -Stress Incr YES WB 0.28 Horz(CT) -0.01 8 n/a n/a BCDL 5.0 -Code-FBC2020/TPI2014 Matrix-S Weight: 54 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD -2x4-SP No.2(flat) TOP CHORD Structural wood sheathing directly -applied or-6-G-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS-- 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-0, 8=0-1-7 Max Gran-1=515(LC 1), 8=515(LC 1) i FORCES. (lb) - Max. Comp./Max. Ten. -All-forces 250 (lb) or less except -when shown. TOP CHORD. 1-3=-450/0; 3-4=980/0, 4-5=-980/0, 5-6=-980/0,:6-8=449/0 -BOT-GH011-13- 12-13=0/824, 11-12=0/980 10-1-1=0/823- - -WEBS 8-10=01591, 1-13=01592, 6-10=-525/0, 3-13=526/0, 6-11=0/330, 3-12=0/330 NOTES- 1) Unbalanc-ed-floor-live-loads-have been considered for this design. 2)-AJWates are 3x4 MT2"rdess otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 4)-Recommend 2x6 strongbacks,on edge, -spaced-at-1 04)-O-ocand fastened to each truss with 3-10d (0.131" X 3") nails. Stronabacks-to-be-attached to walls -at their outer ends or restrained by other means. 5) Gap between inside of top-ehord-bearn7g-arrdTirst diagonal or verticatweb shall not exceed 0.5001n. t<t%1�lll11►; lilt ,:: Job Truss Truss Type Qty Ply 2464376 T22125728 2484376 FL1 Floor 1 1 Job Reference (optional) Job Truss Truss Type Qty Ply T22125729 2484376 FL2 Floor 5 1 �2484376 Job Reference_ o tional tsunaers rlrstboun'e (rorc merce), MR rlerce, rL - Clr.<o 0-3-4 H 1�0� 0.4JV' IVVV JV LYILV IVIIICR II IUYJUIOJ�" ID:9Gv91zmhcLN_noHj23c5V2yUBdR-gCEL8YE1?SdGTngUJwCotbW6?Mtk_zzONlj'w3vvgyAi37 OI-I Scale = 1:33.9 4x6 II 1.5x3 II 1.5x3 II , 4x6 l] JT 1 2 3 4 5 6 7 8 9 10- 11 12 22 21 20 19 18 17" 16 15 14 13 1.5x3 II 3x6 = US = 1.5x3- II 1-7-t2 -M1-1-Y 6-7-12 129-2 15-3-z—17-9-z 19-1-10 1 a- - 0. 1-4-8 2-6-0 2b0 6-1-6 2-6-0 2-6-0-0. Plate Offsets (X Y)- 11:0-3-0 Edge] [12:0-3-0 Edge] [17:0-1-8 Edge] 118:0-1-5 Edge] LOADING (psf) SPACING= 1-4-0 CSL DEFL in (Ion)—1/dcir Ud —PLATES -GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0..36 Vert(LL) -0.20 17-15 >999- 360 MT20 244/190 TCDL 10.0 Lumber DOL -1-.00 BC 0.72 Vert(CT) -0:28 17-18- >806 240 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) =0:05 12 n/a n/a BCDL 5.0 Code FBC2020/TP12014 Matrix-S- V'dEight-10111- FT,- 20%F,11%E LUMBER- BRACING- TOP-C-HORD 2x4�P-Jo.2(flat) TOP-C-HORD- Structural wood sheathing directly appliedbr6-0-0-oc-purliris,- BOT CHORD 2x4 SP Iao.2"-' except end verticals. WEBS 2x4SP-N.-3#4 0 BOTCHORD- Rigid -ceiling directly applied -or-1 0=0-0 oc bracing. REACTIONS. (size) i=0=3=0; 12=0-30 -Max Grav 1=687(LC 1), 12=687(LC 1) FORCESJlb) - Max. Comp.7iviax. Ten. = AlVorces-250 (lb) or less except when shown. TOP -CHORD 9=0 =683/0,3-4=1709/0, 4-5=-2357/0, 5-6=2645/0, 6-7-2645/0, 7-8=2645/01- 8-9=-2357/0, 9-10=1709/0, 1042- 683/0- BOT CHORD 20-21=0/1279, 19-20=0/2123, 18-19=0/2574, 17-18=0/2645, 16-17=0/2574, 15-16=0/2123, 14-15=0/1279 WEBS _1Z-14D/903, 1=21=0/903, 10-14=-833/0, 3-21=833/0, 10-15=0!599, .-20=0/599, 9-15=575/0,-4-20=575/0, 9-16=0/326, 4-19=0/326, 8=16=30210,s5-19=302/0, 8-17=-125/328, 5-18=11.c`5/32c"- NOTES- 1)-Unbalanced floor live loads have been considered for-this-desigrr. 2) All plates are 3xa MT-20'uritessotherwise indicated. 3) .Recommend 2x6 srongbacks, on-edge,spaced at l G-0-0 oc and fastenediv-- c � truss-,: h-B-10d (0.131" X 3') nails. Strongbacks to be attached to walls at their -outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. December 10,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must 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%k' is always required for stability and 10 prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection andbracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss TypA 24643762484376 7QtyPIy FL3 Floor 1 Job Reference (optional) tsumders mrslz)ource tt-on Plercej, t-ort eterce, t-L - 34940, • 0-3-4 H 1-33-0 I 4x6 I I 1 2 3- 4 21 Z6 19 1.5x3 II 3x6 = 6.43U s NOV 3U 2U20 MI I eK Industries, Inc. Wed Dec 9 12:26:00 2020 Page 1 ID:gGv9lzmhcLN_noHj23c5V2yUBdR-caL6ZDGHX4tzj5gtRLEGyObRLAXgStDJgcC1 ziyAi35 11-5-7 ( Scale = 1:33.7 1,54 11 1.5x3 I I 5 6 7 8 9 10 11 17 16 15 14 13 12 1.5x3 II LOADING (psf) SP-'CI G- 1-4-0 CSI. I -DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 I Plate Grip-30L 1.00 TC 0.43 Vert(LL) -0.23 16 >999 360 MT20 244/190 TCDL 10.0 L-umber-DOL 1.00 _ SC 0,87 Vert(CT) -0.32 16 >729 240 BCLL 0.0 Rep Stress Incr YES— WB 0-.44 Horz(CT) 0.01 12 n/a n/a BCDL 5.0 Code-FBC2020/TP12014 Mat ix-S- Weight: 101 lb FT = 20%F, 11 %E LUMBER.- BRACING - TOP CHORD-2x4SP-No-.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD- 2ar4SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I REACTIONS.- (size) 1=0-3-0, 12=Mechanical Max Grav 1=709(LC 1),.12 209(1-G1)- FORCES. (lb) - Max. Comp./Max. Ten. - Allforces-250 (lb) or less except when shown. TOP CHORD-1-3=707/0, 3-4=1777/0, 4-5=-2468/0, 5-6.=281.9/0, 6-7-2819/0,-7-8=2674/0, 8-9-2173/0, 9-10=17.85,10= BOT CHORD 19-20=0/4324, -1. .1-1 9=012212, i748=U/2710, 1i17=0/2819, 15-16=0/2819, 14-15=0/2514, 13-14--O 18-1n; 12-1340,734 WEBS— 10-12=-998/0, 1-20=0/934, 1D-13=01766, 3-20=--863/0, 9-13=739/0-3--19=0/630, 9-14=0/496, 4-19=63510-8-14=-474/0, 4-18=01-356-8 ;5=01310,-5-1-8=336/0, 7-15= 368/54; 5-17=108;372— NOTES- __1)-Unbalanced floor live loads have been considered for this desig . 2) All plates are 3x4 MT20 unless otherwise indicated. 3)= z er4c yirder(s) for truss to truss connections— 4) Recommend 2x6strongbe-4srea-edge; sracedat 10-0-0 oc and fastened to -each -truss with 3-10d (0.131 X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. December 10,2020 WARNING - Vedfy 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 bf 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 1 VOiTek• 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 ANSYTP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Cram Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply T22125731 2484376 FL5 Floor �Qty 2 1 �2484376 Job Reference (optional) Builders FirstSoufce (Fort Pierce), Fort Fierce, FL - S4940, 0-3-4 I—Ii 1-3-O 3x6 I I 1 17 1.5x3 II 2 3 -6:43U'5-VUv aU LUZU rvll I UK rnuU5111e5, rnu. vvUu V" a IG.GO tutu rays 1 ID:9Gv9lzmhcLN_noHj23c5V2yUBdR-caL6ZDGHX4tzj5gtRLEGyObU5AdgSvLJgcC1 ziyAi35 1� 1� Scale = 1:24.4 1.5x3 II 4 5 6 7 8 1.5x3 II 9 16 15 14 13 12— 11 10 1.5x3 I I LOADING (psf) SPACING- 1=4-0- CSI. DEFL. in (loc)- -Ilc'efl L/d PLATES GR.P TCLL 40.0 Plate Grip DOL 1.00 TC 0.25- Vert(LL) -0.07 13 >999— -360 MT20- 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.49 Vert(CT) -0:09 13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.01 10 nla n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-S Weight: 75 lb —FT = 20%F,11 %E LUMBER- —BRAC-,NGr-- TOP CHORD 2x4 SP-No.2(flat) TOP -CHORD Structural wood sheathing directly apptied-or-6=0-0-oc purlins, BOT CHORD 2x4_SP_No.2(flat} —except end verticals. WEBS 2x4 SP No.3(flat) -B^oT-CORD- —Rigid ceiling directly applied -or 1M-0 oc bracing. REACTIONS. (size) 1=0*--0, 10=Mechanical Max Grav 1=512(LC 1), 10=512(LC 1) FORCES. (lb) - Max. Comp./Way. Ten. - All forces 250 (lb) -or -less -except when shown. TOP CHORD 1-3=-491/0, 34=1155/0, 4-5=a475/0; 5-6=1w7510-6-7=1347/0, 7-8=871/0 BOT CHORD 15-16=0/913, 14-15=0/1384, 13-14=011475, 12-13=0/1475, 11-12=0/1204, 10-11=0/520 WEBS 8-1 0=707/0,1-16=0/648, 8-11=0/488, 3-16=591/0, 7-11=-462/0, 3-15,-0/337, 4-15=317/0, 6-12=259/0, 4-14=-46/261 NOTES- 1) Unbalanced floor live -loads have been considered for -this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girders) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0--oc and fastened to each truss with 3-10d'-(0Aa1-" X-3")-nails. Strongbacks to be attached to walls at their outer -ends or restrained -by other -means. 5) Gap -between inside of top -chord bearing and first diagonal or vertical web shall -not -exceed 0.500in. 6) CAUTION, Do not erect truss backwards. . December 10,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �« - a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' 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 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 T22125732 2484376 HJ3 Diagonal Hip Girder 2 1 �2484376 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nc1r30 2020 MTek Industries, Inc. Wed Dec 9 12:26:01 2020 Page 1 ID:9Gv9lzmhcLN_noHj23c5V2yUBdR-4nvUnZGvIN?gKEP3_3mVVDBd4a1 NBQPS3GybW9yAi34 i-1-2-14 2-6-13 4-3-0 1-2-14 2513 1-8-3 LOADING (psf) SPACING 2-0-0 CSi -DE-1 in-(loc)-Udefl Ltd TCLL 30.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.02 2-4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0-.03--2=4 >-999- 180 BCLL 0.0 Rep -Stress Incr NO WB 0:00- Horz(CT) -0-.00- - 3 n/a nia BCDL 10.0 Code FBC2020(rP12014 Matrix-P --Wind(LL) -0.02 2-4 >999r 240— LUMBER- TOP CHORD -2x4 SP No.2 SOT CHORD 2x4-SF No.2- i --REACTfOW-. (size) _3=Mechanical, 2=0-4-4, 4=Mechanical ; Max Hors 2--133(LG-4)- Max Uplift=3=13-2(L C11), 2=383(LC 4) -Max Grav 3=158(LC 1)-, 2=376(CC 1), 4=80(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) oriess-exceotwhen shown. Scale = 1:10.4 -PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural-viood-sheathing-directly-applied or 4-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vuft=170mph (3-second-gust)-Vasd=132mph; TCDL=4.2psf; BCDL---3:0psf h 25ft-B=4Sft L-24ft; eave=4ft; Cat. II;-Exp D; 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-=versrain loading requirements -specifies to the use=o` this-trussxomponent. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' Thisinrss-has-been designed -fora live -load of.20.Opsf. on the,l ottom chord_in all areas where a rectangle 3-6-0-tall by-2-0-0 wide will fit bet een!hebottom-chord andany-DMeLmembers_ S) Re er to girders) for truss-tortrass connections. 6)_P_rovide-mechanical connection (by others) ofrtu ., . a*a-capable of withstanding l52 tb-uprif at joint-3 and383-Ib upl'Iftat- joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 12 lb up at 1-5-12, and 31 lb down and 12 lb up at 1-5-12 on bottom chord; The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=90, 2-4=20 Concentrated Loads (lb) Vert: 5=-7(F=-4, B=-4) •lf � � . //tit `�(j� /� • 3361or December 10,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not .®�R a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall YYYi building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1�ii/A9�� IYi) pTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rFI1 Quality Criteria, DSB49 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 T22t25733 2484376 HJ4 Jack -Open Girder 1 124114376 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 9 12:26:02 2020 Page 1 ID:9Gv9lzmhcLN_noHj23c5V2yUBdR-YzTs_vHY2h7hyOzGYmHk1 RgoP-KowtxbHwh82byAi33 -a10-e 1-2-12 4-6-1 0.10.8 1-2-12 3-3.6 Scale=1:10.3 2x4 = -2x4l ll ' 1-2 1-2-12 3-3-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFt. in (loc) Udefl Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.05 6-7 >969 240 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.04 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-P PLATES GRIP- MT20 2441190 Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD -Structural wood:sbeathjng directly applied or4-S-1-oc purlins- BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling -directly applied•cr 10-0-0-oc-bracing_— WEBS 2x4 SP No.3 REACTIONS. -(size)-2=0-8-0, 6=Mechanical, 4=Mechanical Max Horz 2=117(LC 4) -Max Uplift 2=-349(LC 4), 6=-46(LC 5), 4=-159(LC 4) Max Grav 2=374(LC 1), 6=98(LC 3), 4=146(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced rooflive-4oads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp D; Encl., GCpi=0.t8; 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) 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 349 lb uplift at joint 2, 46 lb uplift at joint 6 and 159 lb uplift at joint 4. 8) Gap'between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 44 lb up at 2-3-4, and 53 lb down and 86 lb up at 2-6-3, and 65 lb down and 100 lb up at 3-8-1 on top chord, and 37 lb down and 56 lb up at 1-2-12, 34 lb down and 17 lb up at 1-2-12, 9 lb down at 2-3-4, and 11 lb down at 2-6-3, and-14 lb down -at 3-8-1 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=90, 3-4=90, 2-5=20 Concentrated Loads (lb) Vert: 7=44(1`=7, 13=37) 9=13(B) 11=-O(B) ��t�erair, LFF ��* • 1G1— N � •• '�I R 348'69 w December 10,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTekV 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 WSW 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 ANSLITP11 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 T22125734 2484376 HJ7 Diagonal Hip Girder 3 �2484376 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, i 8.430 s Nov 30 2020 Mfrek Industries, Inc. Wed Dec 912:26:03 2020-Page 1 ID:9Gv9lzmhcLN_noHj23c5V2yUBdR-191 ECFIAp7FYaYYS6TozaeDwgNggfFBIWaRha1 yAi32 -1-2-14 5-6 4 9-10-13 ' 1-2-14 ' 5-6A 441-9 Scale = 1:20.3 3x4 11 -4 5 cxv i 4X6 _ 6 i 5-64- 9-10-13 - 5-6-4 4A-9 Plate Offsets (X,Y)- (2:0-9-9,Edge) LOADING (psf) SPACING- 2-0-0 CSI. -DEFL. in (loc) Vdefi— Lid —PL:A5ES- GRIP- TCLL 30.0 Plate Grip DOL 125 TC 0.48 Vert(L-L-) -0.03 2-8 >999 -360 MT20- 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0:34- Vert(Cl) -0.06 2=8- >999 180 BCLL 0.0 Rep Stress Incr NO I WB 0.37 Horz(CT) 0.01 7 n/a - n/a- BCDL 10.0 Code FBC2020/-rP12014 Matrix-S Wind(LL) -- 0.05 2-8 >999 240 Weight: 50 lb FT = 20% LUMBER- BRACING. TOP -CHORD- 2x4 SP No.2 TOP CHORD Structural-wood=sheathing directly applied or 4-9-13 oc purlins, RC)T CHORD 2x6 SP No.2 .except-endwerticals. WEBS 2x4 SP No.2 BOT CHORD -Rigid ceiling directly applied or 7-9-1 oc bracing. -REACTIONS. (size) 7=Mechanical, 2=0-11-3 Max Horz 2=264(LC 4) Max Uplift 7=180(LC-Q, 2=621(LC 4) Max Grav 7=636(LC_1)�2=716(LC 1) FORCES. (lb) -Max. Comp./Max. Ten.- All forces 250 (lb) or less except -when sho::m- TOP CHORD 2-3=1290/754 BOT CHORD 2-8=885/1204, 7-8=885/1204 WEBS 3-7=-11801861 NOTES- 1) Wind: ASCE 7-16; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFR.S-(dimdional"umber-DOL=1.60-plate grip DOL=1-.60 2) Building Designer / Project -engineer responsible for verifying apt fed -roof live -load -shown coversrainzioadiag-mquirements specific to the use of this truss -component. ,*g1t111/[l87 3) This truss has been designed for a 10.0 psf bottom.chord liveload nonconcurrent with any other Nveioada-:Liv, 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 480 lb uplift at joint 7 and 621 lb uplift at �� N 348`69 joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 102 lb up at '� 4-3-11, 67 lb down and-102 lb up at 4-3-11, and 114 Ib down and 200 Ib up at 7-1-10, and 114 Ib down and 200 Ib up at 7-1-10 on top chord, and 31 lb down and 12 lb up at 1-5-12, 31 lb down and 12 lb up at 1-5-12, 19 lb down at 4-3-11, 19 lb down at 4-3-11, •„ L1' �. and 38 lb down at 7-1-10, and 38 lb down at 7-1-10 on bottom The design/selection of such connection device(s) is the • • ichord. responsibility of others. Q + , �[/ `" 8) In the LOAD CASE(S) section, loads applied to the face of the t ss are noted as front (F) or back (B). ��j " • ��1: LOAD CASE(S) Standard �� 11 Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=90, 4-5=30, 2-6=20 'Jul'Ius Lee,PE N634889 Concentrated Loads (lb) PATek USA dnc Ft Cerf6634 Vert: 10=131(F=66, B=-66) 11=7(F=4, B=-4) 13=36(F=18, B=18) `6904�P5rke.USrB(vd.Ta*TL33610 date: December 10,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not �s a truss system. Before use, the building designer must verily 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 i�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 syste s, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highwa Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty, Ply �2484376 T22125735 2484376 HJ7S DIAGONAL HIP GIRDER 2 1 Job Reference (optional) -Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, La-M, 3x6 = 8.430 s Nov 30-2020 MTek Industries, Inc. Wed Dec 9 12:26:04 2020 Page 1 I D:9Gv9lzmhcLN_noHj23c5V2yUBdR-VMbdPbJ oa IN P Bi7egBJC7sm4Hn?EOhwulEAF6UyAi31 3x4 11 3 4 Scale = 1:18.1 Plate Offsets (X,1)- [1:0-5-5,Edge[ LOADING (psf)- SPACING- 2-0-0- CSI. DEFL. in (loc) lidefi Lid PLATES- GRIP TCLL 30.0 Piate Grip DOL 1.25 TC 0.56 Vert(LL) -0.04 1-7 >999 360 MT20 244/190 TCDC 15.0 Lumber COL 1.25 BC 0.39 Vert(CT) -0.07 1-7 >999 180 BCLL - TrI Rep Stress Incr NO WB 0.40 Horz(CT) 0.01 6 n/a n/a BCDL tD:0- Code FBC2020IfP12014 Matrix-S Wind(LL) 0.06 1-7 >999 240 Weight: 48 lb FT = 20% -LUMBER- BRACING- TOP-C-HGRD 2x4SP-No.2- TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (size) 1=0-11-5, 6=Mechanical --Max Horz 1=215(LC 4) Max Uplift 1=-436(L-C-4)-6=517(LC 4) Max Grav 1=591, C-1); 6=664(LC 1) -FORCES. (lb) - Max. Comp./Max.. Ten--All-forces 250 (lb) or less except when shown. TOP CHORD 1-2=1390/888 BOT CHORD 1-7=1023/1306, 6-7=-102311306 WEBS 2-6=1287/1005 Structural wood sheathing -directly applied or 4-5-12-ocpurlins7- except end verticals_ Rigid ceiling directly applied or 7-1-7 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MIAIFRS,(directional);-Lumber DOL=1.60 plate grip DOL=1.60 —2)-ELUding-Designer / Project -engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of thisiross-compur eni. 3)-This truss -has been -designed for a 10.0Trsf bottmrrchordiive 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 436 lb uplift at joint 1 and 517 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 74 lb down and 132 lb up at 4-2-15, 67 lb downand 1D2 lb up at 4-2-15, and 121 lb down and 225 lb up at 7-0-14, and 114 lb down and 200 lb up at 7-0-14 on top chord, and 28 lb down and 45 lb up at 1-4-15, 31 lb down and 12 lb up at 1-4-15, 19 lb down at 4-2-15, 19 lb down at 4-2-15, and 39 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=90, 3-4=30, 1-5=20 Concentrated Loads (lb) Vert: 9=150(1`=85, B=-66) I O= 32(F=-28, B=-4) 12=-37(F=19, B=-18) December 10,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use-only-wilh MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not �` a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety intarmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2484376 T22125736 2484376 J3 Jack -Partial 4 1 Job Reference (optional) o.you s rvov su zutu-nn vero mausmes-mc. vvea uec `tl l Z2b:U4 ZUZu rage l I D:9Gv9lzmhcLN_n oHj23c5V2yU BdR-VMbdPbJoal N P B i7egB J C7sm72n4?On9ulEAF6 UyAi31 W i -0-10.8 1-9-2 3-0-0 0-10-8 1-9-2 1-2-14 Scale = 1:9.4 -LOADING (psf) SPACING- 2-0-0 CSI: DEFL. in (loc) I/defl L/d PUk`TES- f? TCLL 30.0 Plate Grip DOL 1.25 TC -0.32 Vert(LL) -0.00 2-4 >999 360 -MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -O.OD 3 n/a -n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Wihd(LL) 0.00 2 — 240 Weight: 11 lb FT = 20% LUMBER- -BRACING— TOP CHORD 2x4 SP No.2 TOP CHORD Structural -wood -sheathing directly applied or-3-0-0 oc-purlins- BOT CHORD 2x4 SP No.2 -BOT CHORD RigictceiiinU-drectly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-3-0, 4=Mechanical' Max Horz 2=117(LC 12) Max -Uplift 3=98(1_C 12), 2=222(1_C 12) Max Grav 3=111(LC 1), 2=261(LC 1), 4=56(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 25011br or less except when shown NOTES- 1) Wind: ASCE 7-16; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp-D; Encl., GCpi=0.18; MWFRS (directional) and C-C ExtedOr(2E)-0-10-8 to 2-1-8, Interior(1) 2-1-8 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions -shown; Lumber DOL=1.60 plate ario DOL=1.6U 2) Building Designer / Project engineer responsible for verifying applied roof live load shown coves rain -leading -requirements speck 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.cecfaogle-3-6-0-Sall-by20-O-wide will fit between the bottom chord and any other members. 5)-Refer to l truss to truss connections. 6) Provide mechanicalrconnecti n (by others) of truss to.bearing plate capable of withstanding 98 lb uplift at joint-3 and-2221baplift at joint 2. N.o 3466 ' •., December 10,2020 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■■■��.1YY■ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iv�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 ANSIMPH 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 ITruss Type Qty Ply T22125737 2484376 J7 Jack -Partial 14 1 �2484376 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34946, 8.430 s-Nov30 2020 MiTek Industries, Inc. Wed Dec 912:26:05 2020 Page 1 ID:9Gv9lzmhcLN_noHj23c5V2yUBdR-zY9?cxKQLcWGpsirDugRf31HH BJ17Ah2_uwofwyAi30 t0-8 4-2-4 i _ 7-0-0 oo—, oo 4-2-4 2-9-12 4x6 = LOADING- (psf)- WP-1 NGF-- 2-0-0 CSI. DEFL. -irr (1oc) I/defl- Ud TCLL 30.0 Plate C> p DCL 1.25 TC-0.42 —VeYr(iL)- -0.09 2-6 >876 360 TCDL 15.0 Lumber DOL 1.25 BC ro-53 I Vert(CT) -0.20 2-6 >412 180 BCLL 0.0 RepStress Incr YES WB 0.30 Horz(CT) -0.01- - 5 n/a n/a BCDL 10.0 Code -FBC202OTrP12014 I Matrix-S- Wind(LL) O:Ofi 2-6 >999 e40- LUMBER- TOP-CH0RD 2x4 SP-No.2 BOT CHORD -2x4 SP No:2 ..'ESS 2x4-SP`iVo9- -REACTIONS. (size) _44Aechanical, 2=0-5-8, 5=Mechanical Max Horz 2=2--29(L-C 12)_ Max Uphit-l=_4 --C 12); 2=339(LC 12), 5=-160(LC-12) - Max Grav 4=97(MJ),- 2=477(LC-1), 5=264(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less -except when shown. TOP CHORD 2-q=484,1624— BOT CHORD 2-6=910/523 WEBS 3-6=585/1017 Scale: 3/4"=1' n N � N N PLATES GRIP MT20 244/190 Weight: 27 lb FT = 20% BRACING - TOP CHORD -Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid cet;rg-directly applied-or-5-11-15 oc bracing. NOTES- 1) Wind: ASC- 74 dntt=1?Amph-(3-second gust) Vasd=132mph; TCDL=4.2ps' BGDL=3 OpV h=25ft, B=45ft;-L=24f; eave=4ft; Cat— II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-0-10-8 to 2-1-8, Interior(1) 2-1-8 to 6-11-4 zone;C-C for membeirs.and.forces & MWFRS-for factions shown;lumbecD_OL=1.60.plate grip DOL=1.60 2)-Building Des!gner-! P-roject-angineerresponsible..for-ve4 fying applied roof live load shown covers rain loading requirements -specific -to the-use-ofthis truss component. 3)_This truss -has-been designed for a 10.0 psf-bution, or dgive=load-nonconcurrent with any other I!ve4oads. 4) • This truss has-been designed for.a-live load of 20.Opsf on the bottom chord-in-a!!.ar asxvhere-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 94lb- uplift at joint 4, 339 lb uplift at joint 2 and 160 lb uplift at joint 5. :lr n* 1 December 10,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with, MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of -design parameters and properly incorporate this design into the overall R� A' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI)T 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 ANSI/TP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2D601 Tampa, FL 36610 Job Truss Truss Typi Qty Ply 2484376 • T22125738- 2484376 J7G Jack -Closed Girder 1 1 Job Reference (optional) cuncers Firstsource (Fort Pierce), tort Pierce, ri- 34945, 8.430 s Nov 30 2020 MTek Industries, Inc. Wed Dec 912:26:06 2020 Page 1 ID:9Gv9lzmhcLN_noHj23c5V2yUBdR-RkjNgHK26we7ROH1 ncLgCHrTtbebsbMBCYfMBMyAi3? 3-b-2 7-0-D 3-9-2 3-2-14 -LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl- Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.03 7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.05 1-7 >999 180- BCLL 0.0 ' Rep Stress Incr, NO WB 0.40 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-S Wind(LL) 0.04 7 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-5-8, 6=Mechanical— Max Horz 1=189(LC 8) Max Uplift 1=512(LC 8),-6=762(LC 8) Max Grav 1=791(LC 1); 6=994(LC 1) 2x4 11 Scale = 1:16.2 3 4 PLATES GRIP MT20 2441190 Weight: 36 lb FT = 20% BRACING - TOP CHORD- Structural wood sheathing-directly-applied-or-4-2-7 oc pudins, —except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-A oc-bracialg— FORCES. -(Ib)- Max-Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1709/1093 BOT CHORD 1-7=1171/1572, 6-7=1171/1572 WEBS 2-7=-55B/830, 2-6=1639/1218 - - NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mpti; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp. D;-Enc[_GGpi=O 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 bee, rdesigned 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_b.v_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 512 lb uplift at joint i and 762 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 529 lb down and 379 lb up at 3-0-12, and 528 lb down and 459 lb up at 5-0-12 on bottom chord. The design/selection of such connection device(s) is -the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=90, 3-4=30, 1-5=20 Concentrated Loads (lb) Vert: 8=529(B) 9=528(B) �' 34869 4.01 OA December 10,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. �' Design valid for use only with MiTek® connectors. This design is based only upon 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 �i1"e ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUfP11 Qualify Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highwayi Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 24114376 - T22125739 2484376 M1G Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 3-9-8 4x10 MT20HS = 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Dec 9 12:26:06 2020 Page 1 ID:9Gv9lzmhcLN_noHj23c5V2yUBdR-RkjNgH K26we7RDH1 ncLgCHrKhbcishfBCYfMBMyAi3? 2.00 12 6-2-9 4x6 = 7 2x4 11 2 3 5 3x6 = Scale=1:11.6 Plate Offsets (X,Y)- ]1:0-7-11,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) -I/dell- L/d I - PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.12 1-5 >551 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.15 1-5 >439 180- MT20HS--187/143- BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 30 lb FT = 20% LUMBER- BRACING - TOP -CHORD 2x4 SP-No.-2 TOP -CHORD Structuralwoodstneathing directly applied or 6-0-0 oc-purlins, -BOT CHORD 2x8 SP 240OF 2.0E exceptend-verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied -or 6-11-15nc bracing. -REACTIONS. (size) 1=0-8-0, 5=Mechanical- Max Horz 1=100(LC 5) Max Uplifter=-1D98(L-C 4), 5=426 1-(LC-5)- Max Grav 1=1514(C-1.), 5=1714(LC-1) FORCES. (lb) - Max -Comp./Max.-Ten. - All forces 250 (lb) or less-exceptxrhe."hown. TOP CHORD 2-5=282/339 NOTES- 1) Wind: ASCE 7-16; VuK=170mph (3-second-gust)-Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25fN,$=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS-(directional); Lumber DOt=r=60=plate ;rip-DOL-1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component.--- - - 3) All plates are MT20 plates -unless otherwise indicaied.- 4) This truss has been designed for er1ti:U-psf-bottom cho, Dad nonconcurrentwith any other live loads. 5) *This truss has been designed for alive load of-20.Opsf on -the bottom chord in all areas where aTeutaiig1E3=6-G•tal'rby 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 1098 Ib uplift at joint 1 and 1261 lb uplift at Joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1312 lb down and 950 lb up at 2-6-2, and 1269 lb down and 867 lb up at 4-0-10 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: 1-2=90, 2-3=90, 1-4=20 Concentrated Loads (Ib) Vert: 6=1312(F) 7=1269(F) ��'�;i111111IJJJJ O *`� �� I A Imo, N . 34869 r December 10,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MrTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �5 a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M!Tek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pl1 Quality Criteria, DSBA9 and BCS/ Building'Component 6904 Parke East Blvd. Sa rarylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 PLATE LOCATION AID ORIONTATION 3/4' Cent' r�Igte ot1 joint unless x, y sere indicated. Dimensions are in ft-in-sixteenths. Apply pl ,te to bot sid6s of tru'iss and fblly en bed ♦e0th. Ole For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. " Plate location details available in MIT! ek 20/20 software or upon fequest. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Numbering Sysibrn [_7 -4`8 dimensions) shown Ir ft-in-shrteenths (Drawings not to scale) ' A, General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diailonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never CD tack materials on inadequately braced trusses. z U 4. Provide copies of this truss design to the building IL designer, erection supervisor, property owner and 0 all other interested parties. 1 5. Cut members to bear tightly against each other. JOINTS /\RE GENERA4 Y NIJ BEREC�/LETTERED CL©CMISE AROUNd.TFIE TRUSS S ARTI G AT THE JOINT FARTHEST TO THE LEFT. CORDS AND WEBS ARE IDENI T4FIEQ EY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPR�VALS ICN-ES deports: ESR-13J1, ESR-1352,IESR1988 Eft-3907, ESR-2362, ESIR-13b!, ESR-32182 —Indicated-by-symbol shown and/or - Trusses are designed_forwind-loads-irj the plane -of -the ---- by text in the bracing section of the ti-LISS unless otherwise Down. 4utput. Use T or I bracing if indicated. Lumber design values are in acco�dancb With ANSI/TPI 1 :;ection 6.q These truss designs rely on lumber values established by others. i Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Infor}nation, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. © 2012 MiTek® All Flights Reserved i 0 1 Te k 0 Engineering Reference Sheet: MII17473 rev. 5/19/2020 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to damber for dead load deflection. 1. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. i �2. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. I —13. Top chords must be sheathed-orpudins provided -at— spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environme�tal, 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 into account any dynamic or other loads other than those expressly stated.