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HomeMy WebLinkAboutTruss60' 0" 11' 4" 32' 8" 16' Oil , 15 8' 17' 0" 5' OA co 0 m co u� •t��" i v, v G y✓ U U fD w W W W Y Y Y Y -: f Y Y Y Y U W �u� W W W a a a e, CAv •r 0 4`i\ �. `C v .. �ti\`. \ / x X' 0., ti r u� 3 %071 \ in \ \\ // < \ \ / s-/ \Ie I \ zy \ \ / \ 11„r /Cil \ / \/ NN / �1/ ,y t j CJ3 R," I \ / \ / ;• \ \ / , \ \ CJS . s. ...� \ / /// \ / \ \ \\ j \\ /�\ j \ / \\ % \ / \ VIN / \ EJ7 ...:::. \ k\ j xNN \ �\ X X a a a / ILO EJ7 _,,,,, °. \ \ \ �\ . \ \ \ \ OO �\ \ k\ i\n \I / \ V y85 J N EJ7 / \ \ / '. / /, f"l,/ ` \ \ , pp / V4 ~ ER v„ ku,,,,,,,,,, �� / �\ /\ . j / \ / j / \\ /\\ / / 12 0 / \, \\// E 7 \ j X } Z / \ \ i\ / \ /� /\ / / \ \� \ \ \ \ / m\$ / oY /\ ` EJ7 u. _"o...: / 9 \ / / \� \ \ .41 TOP OF RG \ + % `X %\ x' x @ 9,-4" \, ER \ / \ \ \ \ \., /N, INN \ IN, / NN > yS u X EJ7 \ \ h / " �\ �\ / \ ! \ :. / / i ER TO C/L OF BRG /I �\ \ / / \ a _ 7-0" . 0w - o„ \ yw; 0.. . 0„ b„ ^ - Ow EJ7 i / \\ / \\,%/ // % \\ \ EJ7: , ,u„� r,,,,, x \ / \x / u x \� \ 9'4" CLNG \ \ EJ7 r .�,`\ \`� / \ /: --.� NN Z e J / / EJ7 �;,;,., a„"" \ i f..y in \C EJ7.... n X Z 00 � EJ7 J \ / \ \ \\ SP' \, j\\\% bD -44 EJ7 \N. ♦ \ , EJ7:,„ .. / \NN V / V / i�v vvv�N, V I Ll # EJ7 \ / 1\ \ / 1 EJ7 2 Ul L3 z D«., I, 2 _ io 7 7 ' O' F in D2 < 0 9'-4" CLNG D2� p;n u D2 MD D ;n ILE 7' 10w D3 - - ', JA b I D4 N 0 os o m CJS. J5 EJ21G J21 -. CJ3::: ip uN J3 En w w 2 ,:.. CJ1 J1 i _ v co co w LID co - �U co L0F U1' 7" 9''2" /,✓ 7' 7" 24' 4„ 8' g„ 14• 9w fV (V60-01, ,. o wow . I 15, IF B CJ1 �$e CJ3 G8 G7 >' 0" N GT' G�2 G4 33 9'44'• CLNG _J7 Jlallk Hatch Legend 010 WIN ARM _J7 -J7 iD =J7 L L. ' EJ7 0116.01 . Ow 2101, 7' 0" ER - EJ7 14 8' CAUTION T DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS; MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ? ' EJ7 EJ7 o En ..� EJ7 V4 EJ7 Tm EJ7 EJ7 PLfANOE V1 ODE VV CJs ST. LUCIE COUNTY 13OCC TRUSS CONNECTION LIST BUILDER: GHQ HOMES PROJECT: MEADOWOOD MODEL: TACOMA-ARTISAN DRESS: LOT / BLOCK: 57 CITY: FORT PIERCE COUNTY ST I IjrtF CO DRAWN BY: JL JOB # : 2466825 DATE: 09/17/20 SCALE: NTS _ ar * - ALL 2x HAN ERS SHOWN ARE HTU26 UNLESS NOTED A. OTHERWISE } * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 REVISIONS:' UNLESS NOTED OTHERWISE 1. 2 3. MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID IMPORTANT WIND ASCE7-10 4. ENCLOSED This Drawing Must Be Approved And EXPOSURE CATEGORY C Returned Before Fabrication Will OCCUPANCY CATEGORY II Begin. For Your Protection Check All WIND LOAD 160 MPH Dimensions And Conditions Prior To *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH 12' 2" ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE ROOF LOADING FLOOR LOADING BEEN ACCEPTED. TC4: 20 PSF TCLL: PSF TCDL: 15 PSF TCDL: PSF BCDL: '' 10 PSF BCDL: PSF y Date TOTAL:: ' 45 PSF TOTAL: PSF DURATION: 1.25 t DURATION: RE: 2466825 - Site Information: Customer Info: GHO HOMES Lot/Block: 57 Address: ., . City: FORT PIERCE Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: . Model: . Subdivision: MEADOWOOD State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 [All HeighlI Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 81 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T21331524 Al 9/17/20 23 T21331546 C3 9/17/20 2 T21331525 A2 9/17/20 24 T21331547 C4 9/17/20 3 T21331526 A3 9/17/20 25 T21331548 C5 9/17/20 4 T21331527 A4 9/17/20 26 721331549 Wl 9/17/20 5 T21331528 A5 9117/20 27 T21331550 CJ3 9/17/20 6 T21331529 A6 9/17/20 28 T21331551 CJ3A 9/17/20 7 T21331530 A7 9/17/20 29 T21331552 CJ5 9/17/20 8 T21331531 A8 9/17/20 30 T21331553 D1 9/17/20 9 T21331532 A9 9/17/20 31 T21331554 D2 9/17/20 10 T21331533 A10 9/17/20 32 T21331555 D3 9/17/20 11 T21331534 All 9/17/20 33 T21331556 D4 9/17/20 12 T21331535 B1 9/17/20 34 T21331557 D5 9/17/20 13 T21331536 B2 9/17/20 35 T21331558 D6 9/17/20 14 T21331537 B3 9/17120 36 T21331559 EJ2 9/17/20 15 T21331538 B4 9/17/20 37 T21331560 EJ5 9/17/20 16 T21331539 B5 9/17/20 38 T21331561 EJ6 9/17/20 17 T21331540 B6 9/17/20 39 T21331562 EN 9/17/20 18 T21331541 B7 9/17/20 40 T21331563. EJ11 9/17/20 19 T21331542 B8 9/17/20 41 T21331564 EJ 12 9/17/20 20 T21331543 B9 9/17/20 42 T21331565 EJ21 9/17/20 21 T21331544 C1 9/17/20 43 T21331566 EJ22 9/17/20 22 T21331545 C2 9/17/20 44 T21331567 EJ51 9/17/20 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Fort Pierce). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification {` that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer shouly verify applicability of design parameters and properly incorporate these designs i to the over II building design perANSUTPI 1, Chapter 2. `SPOUIN �VF4��i�� �+, %S G E ........ 3 • �� ,��i $68182 : 3:. STATE OF 44/ i Joaquin Velez PE No.68182 MITek UK Inc. FL Cert 6634 6904 Parke East Blvd. Tampa l- 33610 Date: September 17,2020 Velez, Joaquin 1 of 2 4� r MRITeko RE: 2466825 - Site Information: Customer Info: GHO HOMES Project Name: . Model: . Lot/Block: 57 Subdivision: MEADOWOOD Address: ., . City: FORT PIERCE State: FL No. Seal# Truss Name Date T21331568 EJ52 9/17/20 T21331569 EJ61 9/17/20 T21331570 EJ62 9/17/20 T21331571 ' EJ63 9/17/20 T21331572 EJ64, 9/17/20 T21331573 G1 9/17/20 T21331574 G2 9/17/20 T21331575 G3 9/17/20 T21331576 G4 9/17/20 T21331577 G5 9/17/20 T21331578 G6 9/17/20 T21331579 G7 9/17/20 T21331580 G8 9/17/20 T21331581 HJ1 9/17/20 T21331582 HJ4 9/17/20 T21331583 HJ5 9/17/20 T21331584 HJ7 9/17/20 T21331585 HJ22 9/17/20 T21331586 HJ51 9/17/20 T21331587 K1 9/17/20 T21331588 K2 9/17/20 T21331589 K3 9/17/20 T21331590 K4 9/17/20 T21331591 K5 9/17/20 T21331592 K6 9/17/20 T21331593 K7 9/17/20 T21331594 K9 9/17/20 T21331595 L1 9/17/20 T21331596 L2 9/17/20 T21331597 L3 9/17/20 T21331598 V1 9/17/20 T21331599 V2 9/17/20 T21331600 V3 9/17/20 T21331601 V4 9/17/20 T21331602 V5 9/17/20 T21331603 V6 9/17/20 T21331604 V8 9/17/20 2 of 2 M!Tek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 v Job Truss Truss Type City Ply T21331524 2466825 Al ROOF SPECIAL 1 1 Job Reference (optional) 1lunaersrlrsrtiourcetrorlriercei, ronrrerce,ru-r+ U, �t ;,.,a, �� ,.,,,o�,,, ��",-� ,, ID:U2gjK7ewlWMFwrlo4jG DDzhdnl-RrSQOGj-Jl f98g7263BjQEVgaA?j1kh?jOwTrycl7p it 4 4-0 9-2-8 13.10.8 18-6-8 , 22-11-8 29-0-7 , 324i 7 , 38-64 45-0 8 4f-0 p 4� 0 4-10A 4A-0 _ 4r SO r 6.6-15 3 0: 5 11-12 6-0 4 1-0-0 Scale=1:90.5 5xB = 6 ST1.5x8 STP = 3x8 = 3x8 MT20HS =, 3x8 = 3xB = 3xB = 2x4 1 4x6 = 6xB = T 3x8 = 3x8 MT20HS = 9-2-8 18 6A 22-11 A 29 6-7 32 6-7 38A 4 45-0 8 9-zA 0 6A 3 D 0 1- 2 6A 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.33 17-19 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.64 17-19 >829 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.19 10 nla n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.29 15-16 >999 240 Weight: 29B lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except' 6-7: 2x4 SP No,1 BOT CHORD 2x4 SP No.2 *Except* 18-20: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 20=0-6-8, 10=0-8-0 Max Horz 20=377(LC 7) Max Uplift 20=-748(LC 8), 10=-927(LC 8) Max Grant 20=2005(LC 13). 10=2247(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-19, 5-16, 6-16, 7-16, 2-20 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2316/947, 3-4=-2036/903, 4-5=-2944/1257, 5-6=-2701/1178, 6-7=-2716/1158, 7-8=-3247/1321,B-9=-3288/1262,9-10=-3873/1340 BOT CHORD 19-20=-345/1800, 17-19=-667/2729, 16-17=-782/3048, 16-16=-908/3185, 13-15=-769/2813, 12-13=-995/3299, 1 D-12=-99313302 WEBS 2-19=-101/746, 3-19=-2261737, 4-19=-11451468, 4-17=211/770, 5-17=-444/247, 6-16=-1282/521, 6-16=-77311950, 7-16=-1329/544, 7-15=695/349,8-15=3171943, 8-1 3=1 03/367, 9.13=-622/262, 9-12=0/265, 2-20=-23191906 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; B=15ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10:0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=748, 10=927. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSYMI Quality Criteria, DSB-89 and SCSI Building Component SeretylMormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 '`/IIiIIIIfill, ,`�%.oPp..... VFW �GENS No 68182 O F i i Joaquin Velei PE No.68182 MiTek USA, Inc. IL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 MiTek- 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Ply T21331525 2466825 JA2 ROOF SPECIAL 1 1 Job Reference (optional) tsunuers rirsibource trun rlerce), run rlarce, rL -. br M, o,<9V S mtll a <uN rvin.M1 e,uuau-, ne.. , -F i rue. , ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-7jCkg4KUv_opt3HHOMAbzhUVe_FX7koZNFTFhUycl7j d 7-2 8 11-10� , 16 Na- 22-11 8 27-7-1 , 31 6-7 34-0-7 39&-0 45-0 6 4f-0 {j 7.2 8 4-0 D 4.8-0 6-5-0 4-7-9 3-11-7 3 0 0 4-11-12 5-0-0 1 V 19 ST1.5x8 STP = axe 11 18 4xl2 = li ` le 3xB MT20HS = 3x6 = 5x6 = 5 13 Sx8 = 3x8 MT20HS = 12 ST1.5x8 94 3x8 = 44 = Scale = 1:90.5 11 2x4 I I 1 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-D-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017frPI2014 CSI. TC 0.99 BC 0.79 W3 0.76 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(ILL) in (loc) Vdefl Lid -0.37 13-15 >999 360 -0.76 13-15 >707 240 0.16 10 n/a n/a 0.32 13-15 >999 240 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 284 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-2,4-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-2-8 oc bracing. BOT CHORD 2x4 SP NoA WEBS 1 Row at midpt 3-18, 4-15, 5-15, 6-15, 7-13 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 19=0-6-8, 10=0-8-0 Max Horz 19=377(LC 7) Max Uplift 19=-748(LC 8), 10=-927(LC 8) Max Grav 19=2045(LC 13). 10=2275(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-2294/858, 2-3=-2011/850, 3-4=3364/1351, 4-5=-2831/1156, 5-6=-2768/1180, 6-7=-417411633, 7-8=-3642/1387, 8-9=-3931/1461, 9-1 0=-3939/1327,1-19=19951773 BOT CHORD 18-19=-359/436, 16-18=-738/2960, 15-16=-932/3532, 13-15=-794/2933, 12-13=-848/2983, 10-12=991/3363 WEBS 2-1 8=1 08/659. 3-18=-14341544, 3-16=322/1077, 4-16=632/340, 4-15=-1466/593. 5-15=-789/2110, 6-15=-1184/526, 6-13=-506/1434, 7-13=-2023/842,8-13=36011213, 8-12=-208/564, 9-12=-304/243, 1-18=660/2046 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jl=1b) 19=748, 10=927. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED hgTEK REFERENCE PAGE MII-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 a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suke 203 Waldorf, MD 20601 �"'0. Q, UINVF���ii E IV 'i No 68182 ST OF w' i /D N A' ��C? .� Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 my MiTeV 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21331526 2466825 A3 ROOF SPECIAL 1 1 Job Reference o tional uuticersrusiaourcetrorcriercel, roilrierce,rt.-rr�o, .. ­. •,._�,,,���.,_� =r,• �a�, ID:U2gj K7ewtWMF6fnO4jG1 DDzhdn136KU51MIRc3X6NRf WnC326asFovObebsgzyMINycl7h 5.2-8 9-10 8 14-6 18 2-8 21-10-8 ,24-0-8 , 27-0-8 , 3 7 36 6-7 , 40.7-12 45-0-8 4¢0 S 5� 4-8-0 4&0 3 8 0 3 8 0 2-2-0 34r0 6-0-0 3 0.0 4-1-4 4-0 12 1-0. 5x8 = 5x6 = 6 7 3x8 fi 3x4 II 6.D0 12 5x8 = 5 8 5x8 = 2 34 — 5x8 = 5x8 = 9 4x6 K.I\ �i' a 5x6 11 26 27 2028 29 30 31 19 117x10 I I // \\ 23 22 21 1s �1 LK/ �41 ST1.5x8STP = 5x8 = 3x8 MT20HS = 3xB = 1 3x8 II 5x8 = 17 16 15 14 3x4 II 5x8 = 5x8 = 6x8 = 5-2.8 14�r8 21-10A 2421, 2711 , 3351 36 6-7 4511 5 2-8 9 7 4-0 2-2-0 3 6 0 6-00 3 0.0 8 6� LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(ILL) -0.27 19-21 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.58 19-21 >928 240 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.19 14 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Wind(LL) 0.30 19-21 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 20-23: 2x4 SP No.1, 8-17: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 16-18: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 23=0-6-8, 14=Mechanical Max Horz 23=-354(LC 6) Max Uplift 23=752(1_C 8), 14=916(LC 8) Max Grav 23=2036(LC 13), 14=2243(LC 14) PLATES GRIP MT20 244/190 MT20HS 1871143 Scale = 1:92.4 2x4 II 3x411 2x4 11 1 13 r� N ,mob n ry Weight: 343 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-22. 4-21, 5-19, 9-16,11-14, 7-19, 7-18 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2039/765, 2-3=-1801/747, 3-4=-3693/1450, 4-5=-4224/1704, 5.6=-2907/1236, 6.7=-2557/1147, 7-8=-3521/1513, B-9=-3466/1356, 9-10=2749/1140, 10-11=-2585/1017, 1-23=-20101765,12-14=-376/325 BOT CHORD 22-23=-346/382,21-22=-815/3088,19.21=-82313204,18-19=-574/2572,8-18=-478/324, 1 r16=-633/2178, 14-15=57311801 WEBS 2-22=-129/612, 3-22=-1753/691, 3-21=-403/1332, 4-21=-2115/914, 5-19=1249/555, 6-19=429/1131,16-18=-899/2861,9-18=01415,9-16=19581757,10-16=-481/1221, 10-15=-274/130, 11-15=-87/611, 1-22=-664/1946, 11-14=2516/887, 7-19=123/343, 7-18=-626/1471, 5-21=-583/1595 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu@=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonccncurrent with any other live loads. ® 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 23=752, 14=916. v A WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability, of design parameters and 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 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TP/1 Quality Cifterla, DSB-89 and BCSI Building Component Sarefy/rdormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 J0��QU1N'VF���ii OQ` ........ i No 68182 S TE OF • fir' r � r op 4 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 KWIC 6904 Parke East Blvd. Tampa, FL 36610 Job Truss usType QtyPly2466825 T21331527 A4 [R..fsSpecial 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industnas, Inc. Thu Sep 17 11:02:28 2020 Page i ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-0USEWRN?yDJELgb2dCFX7X1FIceO3Xy91HRSgGycl7f 3-25 7-10� 1_, 19-10 8 26 0 8 7635E-7 3l3& 7 45-0-8 3-2-8 4-e-0 4.8-0 7-4-0 6.2-0 -6-0 B-0-0 3-0-0 6S1 6.0D 48 5x6 = J I l.Dx6 J I P =7x0 _ Jxo — 3xB II [5:0.3-8,0-2-4], Scale = 1:83.7 5x6 = 3x4 I I 6 7 15 14 12 11 3x4 II 3x8 = 4x6 II 6x8 = 6x8 = 35-0-7 38 6 7 45.0-8 0 B-0-0 6�i1 ,,0-3-81,112:0-3-8,0-3-01,[14:0-4-0,0-2-8],[16:0.2-8,0-3-4], LOADING (psf) TCLL 20.0 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 FBC20171TP12014 CS1. TC 0.75 BC 0.73 WB 0.81 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) 11defl Ud -0.25 16-17 >999 360 -0.56 16-17 >956 240 .0.16 11 n/a n/a 0.27 16-17 >999 240 PLATES MT20 MT20HS Weight: 309 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 "Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, 1-2,8-9: 2x4 SP No.2, 9-10: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 18-21,16-18: 2x4 SP M 31, 7-15: 2x4 SP No.3 WEBS 1 Row at midpt 3-20, 4-17, 8-14, 6-17 WEBS 2x4 SP No.3 "Except* 14-16: 2x6 SP No.2 REACTIONS. (size) 21=0-6-8, 11=Mechanical Max Horz 21=294(LC 7) Max Uplift 21=-757(LC 8), 11=748(LC 8) Max Grav 21=2014(LC 1), 11=2029(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1597/599, 2-3=-1403/577, 3-4=-4137/1617, 45=-3224/1290, 5.6=-2801/1244, 6-7=-3488/1564, 7-8=-3466/1370, 8-9=2797/1142, 9-10=-2470/933, 1-21=-2013/752, 1 D-11=-1961 /776 BOT CHORD 2D-21=-292/285, 19-20=-969/2962, 17-19=-1404/4170, 16-17=-806/2732, 7-16=-630/432, 111 1 �,Lt I/�� 12-14=-727/2100 1109151800, WEBS 2-20=-97/438,5-17=-255 �538/1499, ♦��, V ,aC 965,114-16 —l046/29 51 8-16=490/259 81114 9-14 9-12=-583/261, 1-20=-641/1840, 10-12=-722/2127, 6-17=-139/309, 6-16=-652/1552 E NUIN �,\ SLC`'•,• �i NOTES- 1) Unbalanced roof five loads have been considered for this design. ,`� � s ,". No 68182 * �" •; Tlr .% 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 -13 "w 3) Provide adequate drainage to prevent water ponding. ST OF 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. 0" 0 /V /C`� psf 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 ..I" t\ " �� R , ID fit between the bottom chord and any other members, with BCDL = 10.0psf. *�! S,S •"• •""'" will Refer to truss to �i�I�t� N A, 8) Provide mrechanicalrc connection (b others)ss of truss to bearing late capable of withstanding 100 lb uplift at joints except Ib (Y ) 9 P P P 1 O(Jt= ) 21=757, 11=748. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 xrx WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing r ���:�' prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sarery information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21331528 2466825 AS Roof Special 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8,240 s Mar 9 2020 MiTek Industries, Inc. Thu Sep 1711:02:30 2020 Page 1 ID:U2gj K7ewtWMF6fnO4jG1 DDzhdnl-yta?x7PFUgZyb_IQIdH?CykZOPGuXQkSlbwZu8ycl7d 2-8 5-10 B 10S 8 17-10 8 22-11-6 27 6 8 28 32-9 8 37 fi 7 40-0-7 2-10-0 45-0 8 4-M 7A-0 5-1-0 4-7.0 0 4-9-0 4-9-0 2-3-9 6.00 12 4x8 ST1.5x8 STP = 4x6 = 34 11 8x10 = 5x6 = 3xB = 5x8 = 5 6 7 4x1UM12U1,15 = 5x8 = Scale = 1:85.4 19 18 17 15 14 3x4 11 6xB 4x6 _ 4x8 — 8x8 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-D-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TC 0.84 BC 0.92 WB 0.86 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Vdefl L/d -0.28 20-21 >999 360 -0.66 20-21 >813 240 0.19 14 n/a n/a 0.34 21-23 >999 240 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 331 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5: 2x4 SP M 31 BOT CHORD Rigid Ceiling directly applied or 2-2-0 oc bracing. Except: BOT CHORD 2x6 SP No.2 *Except* 10.0-0 oc bracing: 18-20 7-1 B: 2x4 SP No.3 WEBS 1 Row at midpt 3-24, 4-21, 6-21, 6-20, 1 D-14 WEBS 2x4 SP No.3 *Except* 17-20: 2x4 SP No.2 REACTIONS. (size) 14=Mechanical, 25=0-6-8 Max Horz 25=224(LC 7) Max Uplift 14=-746(LC 8), 25=755(LC 8) Max Grav 14=2018(LC 1), 25=2016(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-852/292, 2-3=770/284, 3-4=-4856/1835, 4-5=-3616/1384, 5-6=-3157/1329, 6-7=-3070/1304, 7-B=-3479/1396, B-9=3119/1217, 9-10=-2906/1111, 11-12=259/112, 1-25=-2078/694 BOT CHORD 23.24=-1077/3051, 21-23=1740/4909, 20-21 =1 078/3239, 7-20=-425/1205, 15-17=-1 070/2955,14-15=701/1872 Vill WEBS 3-24=-28136-21=-338 1/110, 2536 0=-452/155, 8-817=2 18/335,/9-17=- 114/143,09-15=-141191597,/1172, NO PQu � N 1D-15=-623/1846, 1-24=-614/1844, 1D-14=-2446/913, 17-20=-1000/2906, 8-20=-35/535 � . '... N'•.• NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=&.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. NO 68182 ;. * �• •� * :. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 3 S T F O 5) This truss has been designed for a 10.0 psf bottom chord five 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 i� �T P ,: will fit between the bottom chord and any other members, with BCDL = 10.Opsf. it '• L O R �; 7) Refer to girder(s) for truss to truss connections.suh """� f•,, 8) Provide mechanicalconnection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=1b) j0 N A11 Et,w�` 14=746, 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke Bak Blvd. Tampa.FL 33610 Date: September 17,2020 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 onlywith Mrrek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not .trusssystem. 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 �i!�ee�(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSbTP/1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety brlorma lon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss rl Qty PlyT21331529 FrussType 2466825 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:02:31 2020 Page 1 ID:U2gjK7ewtVVMF6fnO4jG1DD7hdnl-Q37N8TQtFBhpCBJdJKoEl9HoLpi6Gs b_Ff/Raycl7c , 4.3-0 8 6 8 15 10 8 Mill-8 27 6 8 30-0 8, 37-10-0 45-0 8 4: 3-0 4 3 4 7.4-0 7-1-0 4-7-0 2 6-0 7-9.8 7-2-8 ST1.5x8 STP = Bx8 = 4x6 = 5x6 = 6x8 = 13 12 10 3x4 II 8x10 4x8 = 6x8 = 2x4 II Scale = 1:83.7 6x8 = 4 3-0 8 6 8 15-10.8 22-11.8 275 8 30-0.8 , 37-10-0 45-0-8 , 4 3-0 4 3-0 7 4-0 7-1-0 4-7-0 2-6-0 7-9-8 7-2 8 Plate Offsets (X,Y)— [3:0-6-4,0-3-8], [4:0.5-4,0-3-0), [7:0-5-12,0-3-8), [9:Edge,0-4-0), [l0:0-3.8,0-3-0), [14:0-2-12,0-2-0), [20:0-48,0-2-8j LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.25 17-19 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.57 17-19 >942 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(CT) 0.18 9 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Wind(L-) 0.34 17-19 >999 240 Weight: 366 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-3,3-4: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 *Except* BOT CHORD 13-15: 2x4 SP No.3, 11-13,9-11: 2x6 SP No.2 WEBS WEBS 2x4 SP No.3 *Except* JOINTS 7-9,10-14: 2x6 SP No.2, 1-20,3-20: 2x4 SP No.2 REACTIONS. (size) 21=0-6-8, 9=Mechanical Max Horz 21=165(LC 7) Max Uplift 21=-753(LC 8), 9=-752(LC 8) Max Grav 21=2014(LC 1), 9=2014(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-1953/762, 1-2=-3400/1270, 2-3=-3400/1270, 3-4=-4039/1533, 4-5=-3878/1587, 5-6=-3448/1422, 6-7=-3904/1470 BOT CHORD 19-20=-2262/6091, 17-19=2269/6092, 16-17=1257/3592, 15-16=1379/3877, 14-15=-1343/3801,9-10=-1140/3072 WEBS 3-17=2651/1062,4-17=-254/1031,4-16=-158/601,5-16=-253/167,5-14=-735/219, 12-14=0/279, 6-14=-327/1196, 7-10=-585/366, 7-9=-3492/1296, 10-14=-1150/3078, 7-14=-42/468,2-20=-288/202,1-20=1418/3796,3-20=-3024/1130 Structural wood sheathing directly applied or 2-10-13 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 3-17, 5-14, 7-9, 3-20 1 Brace at Jt(s): 14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=1511t; B=45ft; L=60R; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional); cantilever left and right exposed : Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 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) 21=753, 9=752. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED IdITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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?Pir Quality CrNerle, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ill I I p l l l I I1j,",', ,�� P&IN F No 68182 i S OF .0 ;'i�. A, f- •. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 17,2020 MiTek+ 6904 Parke East Blvd. Tampa, FL 36610 Job russ Truss Type Qty Ply T21331530 2466825 [A7 Roof Special 1 1 Job Reference (optional) Builders Flrst8ource (Pon Pierce), Fort Pierce, FL - 34945, • 3-0 4 6S8 1012-8 13-10-8 , 20-1014 8.240 a Mar 9 NN Mi I eK inuu5Ule5, mu. 1 ❑u oup , r I uuz: zuzu rage , ID: U2gjK7ewtWMF6fn04jG1 DDzhdnl-MSF7Z9RBnlxXSRT7QlgigaMEAdN iklJuRY8DVTycl7a 27.E-8 _ , _ 32-0-8 35-10-0 4D 5 4 45 08 It 3-2 4 3 &0 � 6-11-12 6 8 4 41, 3 9 8 4-7 4 4-7-4 -Scale = 1:83.7 8.00 1Bx8 2 = 4x6 = 4x8 = 3x4 II 6x8 = 5 25 26 6 7 8 27 289 4x8 i:�- BxB = 4x6 = 3x4 II 8x14 MT20HS = 4 N:�� 10 11 12 6x8 = 2x4 II 1 2 3 . th 24 23 22 21 20 18 17 8x12 N Ic' 19 5x8 I I 2x4 I I 5x6 = 44 = Sx6 = 4x6 = ST1.5x8 STP = 16 15 14 13 8x14 MT20HS = 3x4 I I 6x8 = 7xl0 = 6x8 = 0.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in ([cc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.29 18-20 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.65 18-20 >825 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.19 13 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-SH Wind(ILL) 0.39 18-20 >999 240 Weight: 355 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26'ExcepV TOP CHORD Structural wood sheathing directly applied or 3-6-12 cc purlins, 1-3: 2x4 SP M 31 except end verticals. BOT CHORD 2x6 SP M 26 `Except' BOT CHORD Rigid ceiling directly applied or 5-8-9 cc bracing. 8-16: 2x4 SP No.3, 14-16: 2x6 SP No.2 WEBS 1 Row at midpt 6-17, 11-13 WEBS 2x4 SP No.3 *Except* 1-24,15-17,2-23: 2x6 SP No.2, 1-23,3-23: 2x4 SP No.2 REACTIONS. (size) 24=0-6-8, 13=Mechanical Max Horz 24=-124(LC 6) Max Uplift 24=-747(LC 8), 13=-755(LC 8) Max Grav 24=2010(LC 1), 13=2010(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-1839/707, 1-2=-4324/1607, 2-3=-432411607, 3-4=-5732/2143, 4-5=-4416/1705, 5-6=-4632/1833, 6-8=-4366/1734, 8-9=-4352/1729, 9-10=-3041/1179, 10-11=-2872/1061 BOT CHORD 23-24=185/330, 22-23=-2971/7795, 21-22=-2987/7820, 20-21=-1985/5161, 1B-20=-1479/3950, 17-18=1732/4632, 8-17=-367/231, 14-15=-1085/2925, 13-14=-63811618 WEBS 510286/578, 9-10=-955/2526, 9-15=-870/371, 110-185—3921138,110-14 11-14 —64V8896, 11-13=-2412/956, 3-21=-2823/1064, 4-21=-387/1186, 4-20=-1588/659, 1-23=-163914410, �®%`OPwlN lv,, ', � '•,.•• �♦ ,.� , ••.• C•E N Stt` 3-23=-3751/1376 ti �� ♦{ ♦ NOTES- 1) Unbalanced roof live loads have been considered for this design. No 68182 * �• '� 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. S O F ' 4 4) All plates are MT20 plates unless otherwise indicated. : O', ti 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ ,�' �.t` P ,� 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 ♦% .,4 0 R , , ••• \ `� r�I ss • •' • • • •' • will fit between the bottom chord and any other members. ` �` ',�l 11 7) Refer to rcfor connections. A` ► O ont (by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 8) Prrovide mehanicalconnection 24=747, 13=755. 1 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69()4 Parke East Blvd, Tampa.FL 33610 Date: September 17,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not HT 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 ��','��' 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 ANSLTP/1 Quality CAtoda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sa/mylydormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601 Tampa, FL 36610 4 Job r Truss Type Oty Ply T21331531 2466825 [uss B Roof Special Girder 1 1 Job Reference o floral Builders First5ource (Fort Pierce), Fort Pierce, FL - 3494b, t1.Z4U a Mar 9 ZUZU MI I eK Inousmes, Inc. I nu Sep i 7 i i:UZ:311 ZUZU vage i ID:U2gj K7ewtWMF6fnO4jG1 DDzhdnl-nl xGBAU04gJ6JvCa5uOPSD_a5gKVx9nK8WNt6oyc17X • 34-4-0 5-0-8 i 5-0-8 219-2-3 250-2 32515 4, 5k66-13 , 4V, 7-0.0 154 038 Scale = 1:87.2 46 = 6x8 = 3x4 II ex8 = NAILED 8.00 12 3x8 = Sx6 = 5x6 = 5x8 = 3x4 II Nnu Fn 3 30 31 4 5 32 33 6 7 a 9 10 11 lox11 ST11 27 1X1u — 24 23 22 34 21 20 35 19 18 5x8 = 14 13 12 6xB = 2x4 II 4x8 = 4x8 = 4x8 = 7x10 = 3x4 II 3x4 I 4x6 = 6x8 = 2x4 = 10x12 = 1219-2.3 , -2 3-6-15 i1-0640.35.97 i 4-5-0, .1-94 -0 5311i 6-9-11 e74 Plate Offsets (X,Y)- [1:0.6-12,Edge], [2:0-2-12,0-3-0], [3:0-6-0,0-2.8], [5:0-3-0,D-3-0], [7:0.3-0,0-2-0], [8:0-4-0,Edge], [10:0-3-0,0-2-0], [12:Edge,0-4-4], [15:0-8-12,0-5-12], [17:0-4-4 D-3-12] [24:0-4-0 0-3-4] [26:0-0-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.26 19 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.60 19-20 >897 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 1 0.82 Horz(CT) 0.20 12 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Wrnd(LL) 0.36 19 >999 240 Weight: 366 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 `Except' 2-3: 2x6 SP M 26, 3-5: 2x4 SP No.1 BOT CHORD 2x6 SP No.2'Except' 6-18,9-14: 2x4 SP No.3, 25-26: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-24: 2x8 SP 240OF 2.OE, 17-19,10-15: 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 12=Mechanical, 27=0-6-8 Max Horz 27=175(LC 25) Max Uplift 12=-767(LC 8). 27=-920(LC 8) Max Grav, 12=2019(LC 1), 27=2228(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-2 oc bracing. WEBS 1 Row at midpt 2-24, 4-19, 17-19, 10-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown: TOP CHORD 24-26=-674/1905, 1-26=-647/1923, 1-2=-1106/319, 2-3=-342311236, 3-4=-3614/1423, 4-5=-3602/1401,5-6=-4296/1674,6-7=4291/1669,7-8=4627/1774,8-9=-4174/1591, 9-10=-3965/1517 BOT CHORD 23-24=-1395/3541,.22-23=1388/3541, 20-22=1174/3028, 19-20=1403/3612, 16-17=1548/4055, 15-16=1547/4045, 9-15=-677/304, 12-13=-537/1413, 25.26=-216/618 WEBS 24-25=3536/1293, 2-25=-2993/1116, 2-22=-568/227, 3-22=-19/494, 3-20=339/955, 4-20=-526/295, 5-19=-923/469, 17-19=1405/3636, 5-17=317/816, 7-17=391/929, 7-16=-326/876, 8-16=-1844/727, 9-16=157/451, 13-15=58611537, 10-15=1284/3347, 10-13=-668/347, 10.12=2315/879, 1-27=2893/1221 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf: h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. r 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, with BCDL=10.Opsf. 7) Refer to girder(s) for truss to truss connections. y 8) Bearing at joint(s) 27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=767,27=920. 10) "NAILED" indicates 3-1 Old (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlinea. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the appllcabillty 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 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 quality Criteria, DSB.89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 �tit,�urrrre► ,���� Pou IN VE, 4.. No 68182 ���rrnrn��►��� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; September 17,2020 Mi�Ar�^ i tek- 6904 Parke East Blvd. Tampa, FL 36610 Job Truss uss Type Qly Ply T21331531 466825 A8 [Rp,,fSpecial Girder 1 1 Job Reference (optional) Builders FirsiBource (Fort Pierce), Fort Pierce, FL - 34945, ti.24U s Mar 9 2UZU MI I eK Inausines, Inc. I nu sep i r i i:uz:JD zuzu rage z ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-nlxGBAU04gJ6JvCa5uOPSD_a6gKVx9nK8WNt6oycl7X LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-3=-70, 3-7=70, 7-8- 70, B-11=-70, 18-24=-20, 15-17=20, 12-14=20, 25-26=20 Concentrated Loads (lb) Vert: 28=-188(F) 29=-34(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE hill-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall M building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent brazing MiTeW - Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYM1 Duality 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 cuss Type Qty Ply T21331532 24ro6825 [russ 9 HALF HIP 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 M YeK industries, Inc. I nu Sep 1 f 11:Uz:9t zozu rage i ID:U2gjK7ewtWMF6fnO4jG1DDzhdni-FDVePWUer Rzw3nmfbve?QXocEiGgcJTMA6ReEycI7W U2-011 5S-0 19.0-4 27-8�1 36-4.4 45-2-0 -0 5b 4 13.6-0 B-8-0 B 8 0 8-9-12 Scale = 1:82.3 5x8 = 7x10 = 4x8 = 4x8 = 4x6 = 5x8 = Do Nn- 4 20 21 0 ' 22 3x6 i 3 !x4 I I I I 2 �x8 STP = 16 15 14 13 12 11 10 5x8 = 2x4 I I 5x8 = 4x10 MT20HS = 48 7x10 = 7x10 = 4x6 I I 5 6 4 10 6-0 19-04 27-84 36.4.4 45-2-0 5-0 4 4-11-12 8 6-0 8-8-0 8-8-0 8-9-12 Plate Offsets (X Y)— [2:D-2-8 0-0-1] [4:0-3-0 0-2-7] [5:0-5.0 0-4-8] [10:Edde D-3-8] [11:0-5-0 0-4-8] [12:0-5-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.26 12-13 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.61 12-13 >877 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-SH Wind(L-) 0.36 12-13 >999 240 Weight: 315 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-4: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 9-11,5-15,8-12,6-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Horz 2=366(LC 8) Max Uplift 10=-761(LC 8), 2=-918(LC 8) Max Grav 10=2006(LC 1), 2=2188(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3841/1318, 3-4=-3506/1301, 4-5=-3046/1211, 5-6=-4326/1674, 6-8=-4224/1617, B-9=-2842/1081, 9-10=-1925/793 BOT CHORD 2-16=-1356/3326, 15-16=-1356/3326, 13-15=-1677/4323, 12-13=1617/4224, 11-12=-1081/2842 WEBS 3-15=-381/157, 4-15=-313/1101, 9.11=1245/3271, 5-15=-1586/545, B-11=1486/736, 5.13=0/303, 8-12=623/1606, 6-12=648/399 Structural wood sheathing directly applied or 2-B-6 cc purlins, except end verticals. Rigid ceiling directly applied or 5-8-10 cc bracing. 1 Row at midpt 9-10, 9-11, 5-15, 8-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MViFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 (]t=lb) 10=761, 2=91B. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED IdITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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, DSS-99 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 131N Vij � No 68182 4 t • �. :9 S OF Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 Me[( 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Type Qty Ply T21331533 2466525 [russ 10 HALF HIP 1 1 Job Reference (optional) tiumers hlrslSOurce (tort Nlerce), ron rierC8, FL - 'gtK0, o.Lqu 5 mar a GULU M11 WK Ir1Uubu1Ub' IIIU. 11IU up 11 1 "ao 1 ID:U2gjK7ewlWMF6fnO4jG1 DDzhdnl-nlPrdMHM4SAWnIPJcpaQGdnmCzg6SRugDNIUGHycl7o 2-0-0 49-0 9 0.0 163-14 23.5-15 30.8-1 37-10-2 46.2.0 2-0.0 49-4 4-2-12 73-14 7-2-2 7-2-2 7-2-2 73-14 2x4 6 6.00 12 Scale = 1:82.3 4x6 = 6x8 = 4x6 = 4x8 = 4x8 = 7x10 = 5x8 = 4 22 23 5 8 7 24 258 9 10 5x8 = 5x8 = 4x10 MT20HS —_ 44 — 4x6 = 5x8 = 3x8 II 06 = 4x10 MT20HS = LOADING (psf) TCLL 20.0 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 FBC2017/TP12014 CSI. TC 0.45 BC 0.29 WB 0.86 Matrix-SH DEFL. in (loc) I/defl Ud Vert(LL) -0.24 15 >999 360 Vert(CT) -0.54 15-16 >986 240 Horz(CT) 0.11 11 n/a n/a Wind(LL) 0.33 15 , >999 240 PLATES MT20 MT20HS Weight: 314 lb GRIP 2441190 187/143 FT = 20% LUMBER- BRACING- TOP CHORD 2x6 SP M 26 *Except* TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, 1-4: 2x4 SP M 31 except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-2-2 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 10-11, 5-18, 6-16, 10-12 5-1B,6-16,8-15,9-13,10-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=Mechanical, 2=0-M Max Horz 2=326(LC 8) Max Uplift 11=-757(LC 8), 2=-923(LC 8) Max Grav 11=2006(LC 1), 2=2188(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3849/1403, 3-4=-3604/1307, 4-5=-3216/1235, 5-6=-4744/1827, 6-8=-5149/1958, B-9=-4507/1708, 9-10=-2826/1065, 10-11 =-1 935/781 BOT CHORD 2-18=-1394/3336, 16-18=-1827/4744, 15-16=-1958/5149, 13-15=1708/4507, 12-13=-1090/287B WEBS 3-18=-260/192, 4-18=-335/1183, 5-18=18521696. 5-16=-26/461, 6-16=-533/176, `��� 8 15=-294/753, 8 13= 875/453, 9 13=728/1921, 9 12=1568/732, 10 12=-1237/3283 `0 PQU 1 N TS- NOU Ebalanced roof live loads have been considered for this design. ,O y� C' - N s''c CCU 2) Wind: ASCE 7-10; Vuft=160mph (&second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opst h=15ft; B=45ft; L=60ft; eave=7ft; Cat. ;�, 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. NO 68182 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. d • 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide S F ' Z* will fit between the bottom chord and any other members. i O' w 7) Refer to girder(s) for truss to truss connections. i� x% T � 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jl=1b) �� '•;� 0 R � v,•oN %' 11=757, 2=923. •,ASS �� N Ai ` off,, Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 17,2020 WARNING - Vedly 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 M rek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �1 e Cross 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'Tak' Isalways 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 ANSUTPIt Quality CrNeda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instilute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 a Jab s Truss Type Oty Ply T21331534 2466825 [A'lue HALF HIP GIRDER 1 1 Job Reference (optional) uumers I•irstbource Iron tierce), ton rlerce, I•L - sasgo, ,��, ,�en ,,,�„' �oN „ �.� ID:U2gjK7ewtWMF6fnO4]G1DDzhdnl-BK5zFOJENNY5dl7un ��"Hx87uGP92BcYfmvG L_8ccycl7l • 2-0-0 0 7 0-0 , _ 13 fro 20.0-0 26-6-0 32-8-1 38-106-2-1-3 45 2-0 2 7 0.0 6 6 0 6'..; 6-6.0 6-2-1 63-13 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 800 12 NAILED 8x8 = 5x6 = 7x10 = 5x8 = NAILED NAILED NAILED 3 22 23 424 25 28 27 5 28 29 30 6 31 32 33 34 35 Scale = 1:82.3 NAILED NAILED 46 = NAILED NAILED NAILED 4x6 = NAILED4X6 NAILED 5x8 7368 37 38 9 39 40 41 10 �.�a�r_a�n�r-r•, r_ i r_n�a���, ri, r_ , ra, r_n �������, �ra��,���,��„�������,��„�� ppppp P I�I I�I�I�I , � � T.1��,T�1=,},1IY � � ...T�S1�Sin'��T�TiYu!•R�t�<e. � 1 . x8 STP = 18 42 43 17 44 45 46 47 16 48 49 50 15 51 14 52 13 53 54 55 12 56 57 58 11 4x6 = 2x4 II 7x1D = NAILED 10x14 = NAILED 46 = 5x6 = 46 = NAILED 5x8 NAILED 4x6 II NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 1350 20.0-0 20-3,10 26-0-0 32-0 1 38-1_0 3 45-2-0 �s n e.rr n..a.n n_ n s_2.R s_2.1 6-2-1 6-3-13 Plate Offsets (X Y)- [2'0-3-12 0-1-1 ] [3.0-4-0 0-1-15] [5:0-5-00.5-0] [6:0-3-B 0-2-8] [11:Edoe 0-3-8] ]17:0-5-00-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.09 13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.22 12-13 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.97 Horz(CT) 0.06 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.14 12-13 >999 240 Weight: 321 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* BOT CHORD 14-17: 2x6 SP M 26 WEBS WEBS 2x4 SP No.3 *Except* 4-16,6-16: 2x6 SP No.2, 5-16: 2x8 SP 240OF 2.0E 10-12,7-15,9-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) I I=Mechanical, 2=0-8-0, 16=0-5-0 Max Horz 2=272(LC 8) Max Uplift 11=-805(LC 8), 2=-599(LC 8), 16=-2050(LC 8) Max Grav 11=2030(LC 30), 2=1335(LC 29), 16=5143(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1949/625, 3-4=-638/268, 4-5=-1084/2692, 5-6=-1084/2692, 6-7=-1274/494, 7-9=-2998/1185, 9.10=-2681/1063, 1 D-1 1 =-1 861/855 BOT CHORD 2-18=-623/1674, 17-18=-624/1647, 16-17=-266/636, 15-16=-494/1274, 13-15=-118512998. 12-13=1063/2681 WEBS 3-18=-9/685, 3-17=-11431441, 4-17=47/894, 4-16=-3753/1499, 5-16=-936/630, 6-16=-4456/1780,6-15=-22811212,10-12=-1186/2992,7-15=-1972/789,9-12=-1116/729, 7-13=01352, 9-13=139/361 Structural wood sheathing directly applied or 3-5-14 cc purlins, except end verticals. Rigid ceiling directly applied or 6-9-10 oc bracing. 1 Row at midpt 3-17, 4-16, 6-16, 7-15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf: h=15ft; B=45ft; L=60R; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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. 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 Ill uplift atjoint(s) except (A --lb) 11=805,2=599,16=2050. 8) "NAILED" indicates 3-1 Od (0.148"x3') or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 391 lb down and 338 Ib up at 7-0-0 on top chord, and 428 lb down and 110 lb up at 7-0-0 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). WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19t2020 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 isto prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?plt Quality Criteria, DSB-89 and BCSI Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 OPu' ....... NO 68182 :9� S F Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69N Parke East Blvd, Tampa FL 33610 Date; September 17,2020 MiTtak'-- 6904 Padre Fast Blvd. Tampa, FL 36610 Job russ Type Qty Ply T21331534 2466825 JTruss A, [HALFHIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, mxqu s mar to zuzu ivi r ek meusmes, inc. r nu oup r r r r.vc.cc 4-v rage 4 ID:U2g1K7ewtvvMF6fn04jG1 DDzhdnl-BK5zFOJENNY5dl7uHx87uGP92BcYfmvGwL_Bccycl71 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-10=-70, 2-11=-20 Concentrated Loads (lb) Vert: 3=-182(F) 18=-278(F) 14=-52(F) 12=52(F) 9=-123(F) 22=-123(F) 23=123(F) 24=123(17) 25=-123(F) 26=-123(F) 27=-123(F) 28=123(F) 29=123(F) 30=-123(F) 31=123(F) 33=123(F) 35=123(F) 36=-123(F) 37=-123(F) 38=-123(F) 39=123(F) 40=123(F) 41=-125(F) 42=-52(F) 43=52(17) 44=52(F) 45=52(F) 46=-52(F) 47=-52(F) 48=52(F) 49=52(F) 50=-52(F) 51=-52(F) 52=52(17) 53=52(F) 54=52(F) 55=-52(F) 56=52(F) 57=-52(F) 58=-52(F) t& 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 Mrrek® connectors. This design is based only.upon parameters shown, and Is for an Individual building component, not Nil a truss system. Before use, the building designer must verify the applicability of design parameters andpropertyIncorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M;'r'ak' prevent 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 ANSUPPII Quality Crlterla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply T21331535 2466825 Puss ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 6.24u a Mar 9 2u2u MI I eK Incusmes, Inc. Thu -Sep 7 r 11:V2:39 2020 Page l ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-BrcPgCVW NbhhAMx9nOx64rc6y1 NpBXKmgUbYj7yc17U 6-2-8 11-Cr8 13.11-8 , 1M-7 , 21.6-7 , 2B-6A , 36-C-8 ,38-0.8 , 5 4-0 25-0 4 6 15 3-0 0 6-11-12 7.8-4 2-0-0 ' 5x8 = 6.00 12 5x8 = Sxg = 4 6x8 = ST1; 6x12 MT21 21 22 2x4 II 3x4 = 3x6 = 5x8 = 3x4 = 2x4 ll 5x8 = 3x6 = 3x6 = Scale=1:78.7 2x4 LOADING (psf) TCLL 20.0 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 FBC2017/TP12014 CSI. TC 0.79 BC 0.80 WB 0.64 Matrix-SH DEFL. in (loc) Vdefl Ud Vert(LL) -0.17 13-14 >999 360 Vert(CT) -0.37 13-14 >999 240 Horz(CT) 0.09 8 rile n1a Wind(LL) 0.16 13 >999 240 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 276 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 •Except• TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-2: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-14 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 2-16, 3-14, 4-13, 5-13, 7-11 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except* 1-21: 2x8 SP 240OF 2.0E REACTIONS. (size) 8=0-8-0, 22=0-6-8 Max Horz 22=-381(LC 8) Max Uplift 8=-759(LC 8), 22=-594(LC 8) Max Grav 8=1861(LC 14), 22=1557(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1214/501, 2-3=-1557/692, 3-4=-1767/820, 4-5=-2397/1036, 5-6=-2049/848, 6-7=-2280/855, 7-8=-3025/984 BOT CHORD 16-17=-231/399, 14-16=0/1154, 13-14=-132/1489, 11-13=-360/1862, 10-11=669/2546, B-10=-668/2548 WEBS 2-16=-715/328, 2-14=-355/1077, 3-14=-963/507, 4-14=145/482, 4-13=-572l1431, 1-16=-400/236,Ji-22=-1564/4/59711=-131/444, 7-11=820/354, 7-10=0/318, OPQuIN I "'DENS'• NOTES-"�,� F"•.� i 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. NO 68182 II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. : -13 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. :. S T O F 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.13 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 22 to ANSUTPI 1 angle to formula. Building designer should verify ♦ �' R` Q ,%� ,"► rim �sQ, 7) Bearing at joint(s) considers parallel grain value using grain bearing �tj ...... capacity of surface. 8) Provide connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=1b) S �I�� lO N A' d22echhaanical Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 97,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p. building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSLIM1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply T21331536 2466825 [russ 2 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:02:41 2020 Page 1 ID:U2gjK7ewtWvlF6fnO4jG1 DDzhdnl-7_k9FuY9vDyOPg4YuR_a9GhPQritcNY3Ho4en7ycl7S 4-3-0 &2-8 14-0� 16 6-7 , 19S 7 , 24-10-5 , 30.2.2 _ _ _� 36�8 , 38-0.8 , 4-3-0 3-11-8 6-2' 2-1-15 3-0-0 5314 5-3-14 5-10f 21-0 ' ST1; 5x1: 5x8 = 6.D0 12 5x8 = 5x8 = 3 4 5xe = 3x4 II 5x8 = 3x8 = 3x4 = 3x8 = 4x8 = 3x4 = 3x6 = Scale = 1:74.8 2x4 LOADING (psi) TCLL 20.0 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 FBC2017rrP12014 CSI. TC 0.98 BC 0.89 WB 0:91 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Vdefl Lid -0.18 11-13 >999 360 -0.38 11-13 >999 240 0.09 9 n/a n/a 0.15 11-13 >999 240 PLATES GRIP MT20 244/190 Weight: 262 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied or 6-11-11 oc bracing. 1-17: 2x4 SP No.3 WEBS 1 Row at micipt 2-16, 3-16, 4-14, 4-13 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 `Except' 1-21: 2x8 SP 240OF 2.0E REACTIONS. (size) 9=0-8-0, 21=0-6-8 Max Horz 21=-386(LC 8) Max Uplift 9=-750(LC 8), 21=603(LC 8) Max Grav 9=1905(LC 14), 21=1635(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1313/536, 2-3=-1061/561,3-4=1722/758, 45=-18551779, 5-6=-2118/809, 6-8=-2894/951, 8-9=-3137/990 BOT CHORD 16-17=-293/346, 14-16=-129/1530, 13-14=-240/1718, 11-13=-501/2222, 9.11=-688/2657, 1-21 =-1 505/637 WEBS 1-16=-399l1327,3-16=-918/287,3-14=-381/1207,4-14=-1038/442,5-13=169/595,{1111lf!!I� 6 13=-779l364, 6 11=-72l502, 8-11=321/227 NOTES- 1) Unbalanced roof live loads have been considered for this design. `OPp,UIN �` , ....... ice, 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. ,. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. No 68182 �¢ �• w� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. yO�•, S OF r 6) Bearing at joints) 21 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. ..� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (It --lb) 9=750, 21=603.A` r� •. L O R \ O ,.•` \ `�` Joaquin VelerPE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dater September 17,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE kill-7473 rev. 6119r2020 BEFORE USE. f" Design valid for use only with MiTekV connectors. This design Is based only upon parameters shown, and is for an Individual building component, not (` a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing p, 9 �� 0T�n 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 ANSVM1 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job russ Truss Type l7ty Ply T21331537 2466825 [B3 ROOF SPECIAL 1 1 Job Reference(optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:02:42 2020 Page 1 ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-bBIXSDYnfW4F1 gfkS8VpiUEhl F01 LxDDWSgCKSycl7R 0,74 5-1-14 9 8 8 12-10-8 15-_0 11 23-105 29-0 2 36-0 B 38-0 B 0-7 4 6 10 TZ:710 3-2-0 2-1-15 3-0-0 5-9-14 5 914 6-0E 5x8 = B.00 12 5x6 = 5x6 = 4 5 5x6 = 2X4 Scale = 1:73.4 d 2x4 11 5x8 = 5x8 = - 3x8 = 4x8 = 3x6 = 36-0-8 LOADING (psf) TCLL 20.0 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 FBC2017frP12014 CSI. TC 0.54 BC 0.77 WB 0.50 Matrix-SH DEFL, Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Vdefl Ud -0.20 12-14 >999 360 -0.42 12-14 >999 240 0.08 10 n/a n/a 0.14 12-14 >999 240 PLATES GRIP MT20 244/190 Weight: 279 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 7-6-1 oc bracing. 1-17: 2x4 SP NoA 10-13: 2x4 SP No.1 WEBS 1 Row at midpt 5-15, 7-14, 3-16 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 `Except' 1-21: 2x8 SP 240OF 2.0E REACTIONS. (size) 10=0-8-0, 21=0-6-8 Max Horz 21=-386(LC 8) Max Uplift 10=-750(LC 8), 21=-603(LC 8) Max.Grav 10=1903(LC 14), 21=1605(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1000/403, 2-3=-1040/553, 3-4=-1346/664, 45=-1490f703, 5-6=-1709f754, 6-7=-1964/774,7-9=-2842/942, 9-10=-3116/991 BOT CHORD 1-21=-15971615, 16-17=-334/365, 15.16=0/1228, 14-1 5=-1 5911588, 12-14=-469/2143, 1D-12=-683/2636 WEBS 3-15=-229/915, 4-15=-191/450, 5-15=-11281489, 6-14=-138/498, 7-14=-878/404, ,�I11I jI 7-12=-86/573, 9-12=-369/258, 2-16=-4211288, 1-16=-451/1374, 5.14=-87/339, 3 16=-724/175 �� Iyr �,OAQG NOTES- S'�< V F ••, i 1) Unbalanced roof live loads have been considered for this design. ,. 2) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. No 68182 •� II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 * �: 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. 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 33.. S OF ' 4 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify r� • • A" capacity of bearing surface. connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 7) P0� ��s •. Q ,,� 50, 21=603.ce1 plate 750,21c % � 0 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 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 _. 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 �tiiT�k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANS11TP11 Quallry CrNede, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetylnformedon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Pty T21331538 2466825 84 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 6.24o s Mar s zozu MI t ek industries, inc. Thu Sep i r i i:uz:vs 2020 rage 1 ID: U2gjK7ewtWMF6fnO4jG1 DDzhdniANsvfLZPQgC6e_Ew7s02EhnumfkK41HM16ZJsuycl7Q 0 7 511 6 113 8 13-0-7 111-7 21-75 27-2-2 330A 0-1 5-0-2 5-0-2 1-e-15 SS-14 5-10fi ST1 5x1: 4x8 = 4x6 = M7- 3 4 46 17 16 15 13 3x4 = 10 2x4 II 3x4 = 3x8 = 3x6 4x6 = 6x8 = 3x8 = Scale = 1:72.6 LOADING (psf) TCLL 20.0 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 FBC20171TP12014 CSI. TC 0.41 BC 0.83 WB 0.84 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wtnd(LL) in (loc) 11defi Ud -0.19 11-13 >999 360 -0.34 11-13 >999 240 0.06 10 n/a n/a 0.09 11-13 >999 240 PLATES GRIP MT20 244/190 Weight: 268 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-11 cc purlins, BOT CHORD 2x4 SP No.2'Except• except end verticals. 1-17: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-11-9 cc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-16, 6-13, 7-10, 4-15 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 10=Mechanical, 18=0-6-8 Max Horz 18=328(LC 7) Max Uplift 10=517(LC 8), 18=564(LC 8) Max Gram 10=1571(LC 14), 1 8= 1 477(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1000/416,2-3=-1230/606,3-4=-1116/623, 4-5=-1300/656, 5-6=-1507/667, 6-7=-2014/751, 9-10=-272/161 BOT CHORD 1-18=-1436/586, 16-17=-311/311, 15.16=-95/1023, 13-15=-171/1226, 11-13=-419/1559, 10-11=-531/1674 WEBS 1-16=-41711229,2-16=-726/366,3-15=363/775,4-13=-128/464, 5-13=-89/343, 6-13=-667/346, 6-11=-48/298, 7-10=1989/635,4-15=-1020/432, 2-15=-92/429 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf: h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 18 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=517, 18=564. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-7473 rev. 5/1942020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSLTPH Quality Criteria, DSB-89 and SCSI Building Component Salary Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 IN i ► No 68182 • S OF : 441 i d , 0A 'r SC O R. 1 O P �N i..;If � N A� 1 `���` Joaquin Velez PE No.68182 MITek USA, Inc. FL Cen 6634 6904 Parke East Blvd. Tampa FL 33610 Date; September 17,2020 y NliTek' 6904 Parke East Blvd. Tampa, FL 36610 Job rusType Qty Ply T21331539 2466825 [russ S [R..fspc,,, 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, C.240 s mar to 2020 mu ek mausmes, inu. i nu aep r r i r.D- 202w Joao 1 ID:U2gj K7ewtWMF6fnO4jG1 DDzhdnl-YZQltval BBKzG8p7ZZXHnvJ3x24KpgtVzmJJOKycl7P 7 5514 10-4-8 112 8 13$ 8 16-M 22-0.11 2L-, 13 33-03 07 41010 4-10-10 1-10.0 1�r0 3-0-0 543 54 - 5-7-11 ST11 Sx1; 5x6 = 4x8 = 4x8 = _ a m 3 4 5 4x8 18 17 18 14 3x4 = 11 2x4 11 5x8 = 3x8 = 3x6 3x8 = 4x6 = 6x8 Scale = 1:87.7 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in ([cc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.17 12-14 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.31 12-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.06 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.09 12-14 >999 240 Weight: 282 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-10 cc purlins, BOT CHORD 2x4 SP No.2 `Except` except end verticals. 1-18: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-0-2 cc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 7-14, 9-11, 3-17 OTHERS 2x8 SP 240OF 2.OE REACTIONS. (size) 11=Mechanical, 19=0-6-8 Max Horz 19=309(LC 7) Max Uplift 11=-517(LC 8), 19=-564(LC 8) Max Gram 11=1582(LC 14), 19=1486(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-953/392, 2-3=1012/554, 3-1=-1124/606, 4-5=-1239/646, 5-6=-1365/663, 6-7=-1577/676, 7-9=-2032/748, 10.11=-262/155 BOT CHORD 1-19=-1461/5BO, 17-18=-294/289, 16-17=-103/1107, 14-16=-202/1286, 12-14=-433/1602, 11-12=527/1674 WEBS 3-16=-174/776. 4-16=-212/424, 5-16=-970/441, 6-14=-99/369, 7-14=-618/324, 7-12=-34/255, 9-11=-20091636, 2-17=-454/311, 1-17=-418/1244, 5-14=-95/350, 3-17=-594/140 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf: h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joints) 19 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0=1b) 11=517, 19=564. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing 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 ANSLITF11 Qualify Criteria, DS049 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 `% �����Q>JIN `%. •GENS14 , N 6 6818'2 " 7S R :3� S OF .�' Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date; September 17,2020 Mi ak' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21331$40 2466825 B6 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Sep 17 11:02:46 2020 Page 1 ID:U2gjK7ewtWMF6fnO41G1 DDzhdnl-UyX2ibbljlahWRzVh_ZlsKPQgsouHfjoR4oPTDyci7N 7 8-0 8 142� 15 8 8 18 843 216 B 255 0 32-3-12 32 11 0-7 7-9-0 5-10-0 1 6 0 3 0 0 2-10-0 3-10-8 6-10-12 0-7 STI J 5x1 18 3x4 11 5xB = e.o0 12 2 3 4 = 4x6 = 5x6 = . 3 8A-8 17 15 14 135x12 = 3x4 = 3x8 = 5xB = 2x4 II 3x8 = 32-3-12 HS = Scale = 1:67.8 LOADING (psi) TCLL 20.0 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 FBC2017rrPI2014 CSI. TC 0.36 BC 0.65 WB 0.85 Matrix-SH DEFL. in (loc) 11defi Lid Vert(LL) -0.10 17-18 >999 360 Vert(CT) -0.22 9-10 >999 240 Horz(CT) 0.15 21 n/a n/a Wind(LL) 0.13 12 >999 240 PLATES MT20 MT20HS Weight: 2B2 lb GRIP 2441190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins. 3-1,4-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SP No.2 *Except* BAD-3 oc bracing: 14-15 1-18,6-13: 2x4 SP No.3 6-9-2 oc bracing: 10-11. WEBS 2x4 SP No.3 *Except* 10.0-0 oc bracing: 11-13 7-10,8-9: 2x4 SP No.1 WEBS 1 Row at midpt 2-17, 4-15, 5-14, 4-14 OTHERS 2xB SP 240OF 2.OE REACTIONS. (size) 19=0-6-8, 21=0-3-8 Max Horz 19=173(LC 7) Max Uplift 19=-538(LC 8), 21=-512(LC 8) Max Grav 19=1445(LC 13), 21=1396(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1158/473, 2-3=-12401608, 3-4=-13611643, 4-5=-1368/625, 5-6=-2065/871, B-7=-2058/777, 7-8=-2052/738 BOT CHORD 1-19=-1376/574, 15-17=-284/1010, 14-15=-450/1321, 6-11=-277/192, 10-11=-755/2086 WEBS 1-17=-338/1142, 2-17=-4841274, 2-15=-203/657, 3-15=112/334, 4-15=-726/337, III#, �1.1=-510/1281, 7-11=449/175, 7-10=-9681461, 8-10= 750/21258-21= 14621541 P'lli,l.l! �F1 , t`��QVIN• , E N, `• �� NOTES- ��� .•`*G 41 i 1) Unbalanced roof live loads have been considered for this design. No 68182 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf,, BCDL=5.Opsf,, h=15ft; B=45ft; L=60ft; eave=7ft; Cat. •�• II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 * 3) Provide adequate drainage to prevent water ponding. = 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7y +' S T 0 F 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide :•�, .�. will fit between the bottom chord and any other members, with BCDL=10.0psf. �� ,�'•, �` P ,•` �► '•; 7) Bearing at joint(s) 19, 21 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify i�f� Q R \�N,�� SS ' • •'' • capacity of bearing surface. truss to bearing 100 lb at joint(s) except (jt=lb) it . �� ��/l ON A 8) Providemechanical connection (by others) of plate capable of withstanding uplift ` %��, 538, 21i Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69" Parke East Blvd, Tampa FL 33610 Date: September 17,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters end property Incorporate this design into the overall _ building design. Bracing indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing @�� T prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the IYO� iek' fabricator, storage, delivery, erection and bracing of trusses and truss systems, see ANSUMI quality Criteria, DSB-89 and BCSI Building Component 6904 Padre East Blvd. Safetyhdormatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss russ Type Qty Ply T21331541 2466825 B7 [R..fSp-i.1 1 1 Job Reference(optional) Builders FirstSource (Fort Pierce), Fart Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Sep 17 11:02:47 2020 Page 1 ID: U2gjK7ewtWMF6fnO4jG1 DDzhdnl-y85QVxcwU31Y7bYhEh4_PXxUAG34055ygkXz7fycl7M 7 6.48 77.3-8 162.8 17-8-8 248-8 •0-8 350 28.Od 32.3.72 32110 47 5. 411-0 4-11.0 1-Cr0 3.0-0 1-4-0 1.48 47.4 4-38 47 ST1.f 5x1: 6x12 MT20HS _ = 4x6 7x10 = 6.0D 12 3x4 = 6x8 = 2 3 423 5 6x8 = RvR = 19 18 16 15 --- 2x4 II 5x8 =3X6 5x8 = 2x4 II is = 22 Scale = 1:67.4 M 6 16 rA LOADING (psf) TCLL 20.0 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 FBC2017fTP12014 CSI. TC 0.77 BC 0.97 WB 0.91 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (too) Vdefl Lid -0.32 16-18 >999 360 -0.57 16-18 >678 240 0.17 22 n/a n/a 0.15 14 >999 240 PLATES MT20 MT20HS Weight: 261 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-6-12 cc purlins. 4-5,5-6,6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. . BOT CHORD 2x4 SP No.2 `Except' WEBS 1 Row at midpt 3-18, 4-16 1-19: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except' 7-12,8-11,9-10: 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 20=0-6-8, 22=0-3-8 Max Horz 20=-108(LC 6) Max Uplift 20=-526(LC 8), 22=-517(LC 8) Max Grav 20=1454(LC 13), 22=1404(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-2=-1032/398, 2-3=-880/418,3-4=-1435/618,4-5=-1723/694,5-6=-1796f721, 6-7=-1976/748, 7-8=-1209/444,8-9=-1209/444 BOT CHORD 1-20=-1442/543, 16-18=-463/1231, 12-13=-707/1932, 11-12=-706/1934 WEBS 1-18=-350/1170, 3-18=-810/322, 3-1 13�-88/475, 4-16=-604/301, 7-13=-281/110, ti,)�1111I11�� 8-11 =-377/227, 9-11=601/1645, 13-16=-522/1450, 4-13=-263/680, 9-22 00IN I .'► •'DENS•• NOTES- ��" : •y� �'•.� i 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=15ft; B=45ft; L=60ft; eave=7ft; Cat. No .68182 r •; II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 * �� *, 3) Provide adequate drainage to prevent water ponding. =_ 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. S F ' 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 O (��� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing atjoint(s) 20, 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify .+�, �1 ••� Q ,� ,� �� �� �S .; a R *�j� capacity of bearing surface. s� • "''• �� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) c,,d�0 N A 20=526, 22=517. Joaquin Velez PE No.68182 MlTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; September 17,2020 &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 MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �f-�'—®�`, building prevent Is always required for stability and to prevent collapse with possiblepersonal injury and property damage. For general guidance regarding the p V CiTe�I' fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANS11TP11 Quality Crfterfe, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply T21331542 2466825 [russ 8 Roof Special 1 1 Job Reference (optional) Builders FirstSoume (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:02:49 2020 Page 1 ID:U2gjK7ewlWMF6fnO4jG1 DDzhdnl-uXDAwdeAOgyGNvAM67SUyl rb31ZU_EF72033Yycl7K 0 7- 448 11-3-8 18.2-8 19-8-8 22-0-8 25.1.6 32-3-12 32 11 0 0.7- 3.9-4 6.11.0 6.11-0 1S0 2.40 3-0.14 7-2-6 7 6.00 12 6x8 = 8x8 = I&JI&W 18 2x4 I 5x8 = 3x4 = 17 15 3x6 = 3x6 = 5x8 = _ 6x8 = 4x6 4x8 22 23 4 5 2x4 I I Bx14 MT20HS = 14 12 2x4 I I 2x4 11 Scale = 1:65.1 M ob 21 0 -7 7 4-0-8 1138 35-0 6-11-0 7&2-r! le tlii ll-Uit"LiNtl 6-11-0 1-6-0 1-0-0 -0-0 LJ-lb 3-0-14 JL-r�L 7-2-fi 7 Plate Offsets (X Y)— [1:0-2-4 0-2-12] [2:0-6-0 0-2-8] [7:0-3-12 Edge] 113:0-2-8 0-2-4] [MO-4-0 0-1-81 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in ([cc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.13 11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.32 11 >999 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.20 21 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Wind(LL) 0.13 13 >999 240 Weight: 265 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 1-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* WEBS 6-9,7-8: 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 19=0-6-8, 21=0-3-8 Max Horz 19=-59(LC 6) Max Uplift 19=-523(LC 8), 21=-522(LC 8) Max Grav 19=1449(LC 1), 21=1402(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-794/309, 2-3=-1432/597, 3-4=1912/751, 4-5=-2130/806, 5-6=-1654/610, 6-7=-1654/610 BOT CHORD 1-19=-14241533, 15-17=-274/677, 10-13=788/2094, 9-10=-788/2094 WEBS 1-17=-39311178, 2-17=-863/387, 2-15=-416/1167, 3-15=-982/481, 4-13=-166/623, 5-13=-660/279, 5-9=-621/252, 6-9=-5161319, 7-9=-675/1857, 13-15=-564/1420, 3-13=-207/647, 7-21 =- 14281533 Structural wood sheathing directly applied or 3-2-6 cc purlins. Rigid ceiling directly applied or 10-0-0 cc bracing. Except: 6-6.6 cc bracing: 9-10. 1 Row at midpt 3-15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuH=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf: h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 five loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at Joint(s) 19, 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=523, 21=522. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use oniywith MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSUMI Quality CAleda, DSB49 and SCSI Building Component Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 `,`,,y1111l9yt�I��1 NS NO 68182 33 ST OF '•w .� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; September 17,2020 Mi ek* 6904 Parke East Blvd. Tampa, FL 36610 Job cuss Truss Type Qty Ply T21331543 2466825 B9 Roof Special Girder 1 1 Job Reference (optional)' Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:02:bU 202U Page 1 ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-MjnZ7zfon 47_3GGwgeh09Z3OT4RDTrOMimdcycl7J 22.0-8 7- 2ts8 S0.0 10.4-1 157-2 20.0.8 21-6.8 27-4-0 32512 3 i t 7- 1.11:4 2.5.8 111 531 4-6-6 1-6.00.6- 6.3.8 4-11-12 7- 6.OD 12 _ 4x8 4x10 MT20HS = 4x6 = 5x6 = 3x4 = 4x6 = 6x8 = 4x12 i 2 3 4 5 Y3 6 7 2x4 II 10x14 = _ _ 22 0 20 18 18 17 15 14 ST1.5x8 STP = __ 3x8 11 7x10 = 3xB = 3x4 = 4x8 5x8 = 2x4 11 3x8 = Scale = 1:63.2 4 0 � I LOADING (psf) TCLL 20.0 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 FBC2017ITP12014 CS1. TC 0.52 BC 0.99 W3 0.87 Matrix-SH DEFL. in (loc) Well Ud Vert(LL) -0.14 11-12 >999 360 Vert(CT) -0.36 11-12 >999 240 Horz(CT) 0.07 22 n/a n/a Wmd(LL) 0.15 , 13 >999 240 PLATES MT20 MT20HS Weight: 290 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, BOT CHORD 2x6 SP No.2 *Except* except end verticals. 10-12: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 *Except* 5-11-4 oc bracing: 11-12 3-18,9-10: 2x6 SP No.2, 1-20: 2x8 SP 240OF 2.0E B-10-3 oc bracing: 15-17. OTHERS 2x8 SP 240OF 2.0E WEBS 1 Row at midpt 7-11 REACTIONS. (size) 20=0-6-8, 22=0-3-8 Max Horz 20=-42(LC 6) Max Uplift 20=-1254(LC 8), 22=-545(LC 8) Max Grav 20=2843(LC 1),22=1484(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-940/419, 2-3=-823/404, 3-4=-1824/745, 4-5=-20381806, 5-6=2375/904, 6-7=-2683l997, 7-8=-1643/595, 8-9=-16431595 BOT CHORD 11-12=-968l2606, 17-18=-50611222, 15-17=-704/1824, 18-19=-507/1226 WEBS 2-19=-120/326, 3-19=-1144/523, 3-17=-440/989, 4-17=666/400, 4-15=-206/423, 5-15=-745/358, 6-12=-331/992, 7-11=-1217/472, 8-11=433/268, 1-20=-2199/947, %J11111I1111 99-11 =-68811915, /7-12-706/320, 1-19=-792/1898, 12-15=788/2073, 5 12=-1801520, -22-546/569 NOTES- 11`�OPQu �.` ••'�G•E NS'• c' �•� 1) Unbalanced roof live loads have been considered for this design. ,y F'••• .; NO 68182 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=4511t; L=60ft; eave=7ft; Cat. •; ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 * * '. 3) Provide adequate drainage to prevent water ponding. = 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. ,. �, S O F '� 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. ♦ T'•• ��i 7) Bearing at joint(s) 22 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify bearingsurface. �S •., O9 R � V ••• �N *� •'"''' capacity of Provide4m2chaannii I truss to bearing capable of withstanding 100 lb uplift at joint(s) except (jt=lb) ��.,5IO N A- 8) connection (by others) of plate I%-,% 20= 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 727 lb down and 370 lb up at Joaquin Velez PE No.68182 0-7-4, and 760 lb down and 398 lb up at 2-7-4 on bottom chord. The design/selection of such connection device(s) is the MiTek USA, Inc. FL Cett6634 responsibility of others. 69N Parke East Blvd. Tampa FL 33610 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Date: September 17,2020 LOAD CASE(S) Standard &WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. M Design valid for use onlywkh 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 pp g AV tlI IE.AYi 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 ANSNIP/f Quality Criteria, DSB-89 and BCSi Building Component 6904 Parke East Blvd. Salefy Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21331543 2466825 89 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-6=-70, 6-7=70, 7-9=70, 1D•12=-20, 13-19=-20, 19-20=20 Concentrated Loads (lb) Vert: 19=-711(B) 25=716(B) e.24u s Mar 9 ZUZU MI I eK Inaustres, Inc. I nu Sep 1 f 11:Uz:DU ZUZU rage L ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-MjnZ7zfon_47_3GGwgeh09Z3OT4RD17OMimd(:ycl7J A WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. �" Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 . ANSYMI 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, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply T21331544 2466B25 C1 Roof Special 1 1 Job Reference (optional) ounaers rirsibource trorc riercei, rorc riuice, ru- ye�fa, 5-0.10 6x8 = 5x12 = ST1.5xe STP = 14 12 or , , -..�.. _e.. MNF6fn04jG1DDzhdnl-rvLxLIfQYHC cCrTTX9wZN69wtQwyyZXaMVABQycl71 19.4-12 22-M 2B-6.8 , 6.00 12 5x6 = 5x8 = 46 = 4 16 17 5 4x6 = 4xe = 5x12 = 6 11 18 19 10 20 9 21 B. 22 7 5x6 = 3x8 = 34 = 5x8 = 3x4 = Scale = 1:57.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.21 8-10 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.42 8-10 >798 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(CT) 0.24 15 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Wind(LL) 0.10 8-10 >999 240 Weight: 209 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 `Except' TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, 1-3,3-4: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 2-11, 4-8. 6-8 1-11: 2x4 SP No.1 OTHERS 2x8 SP 240OF 2.OE *Except* 6-13: 2x6 SP No.2 REACTIONS. (size) 14=0-8-0, 15=Mechanical Max Horz 14=40(LC 8) Max Uplift 14=-456(LC 8), 15=-458(LC 8) Max Grav 14=1302(LC 13), 15=1302(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 11-12=-401/1235, 1-12=-401/1235, 2-3=-1253/378, 3-4=-1399/428, 4-5=-1162/421, 5-6=-11621421 BOT CHORD 10-11=-304/792, 8-10=-432/1214 WEBS 2-11=-1325/513, 2-10=-214/889, 3-10=-702/250, 5-8=-680/425, 4-10=0/327, %1111 t fit j �<< 6-8=-498/1376,1-14=-1341/469,6-15=-1310/462 �� TS- Ebalanced been for this design. �•.�` , •• �,� Cr s .•� '��� 1) U roof live loads have considered 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. i 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding.,;• No 6818,2 •; iC 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 CCwill ` •,� fit between the bottom chord and any other members, with BCDL = IO.Opsf' ST F 6) Refer to girder(s) for truss to truss connections.l� 7) Bearing atjoint(s) 14 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify i�\`♦� - capacity of bearing surface.''j 100 lb + , 0 R 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding uplift at joint(s) except (jt=lb)IV.AI- 0% 11111110 • Joaquin Velei PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 WARNING . Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �p MiT prevent is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the ek' fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSYMI Quality Critede, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Soferyinformarfon available from Truss Plate Institute, 2670 Crain Higtrxay, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply T21331545 2466825 [russ 2 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 6.24u S Mar 9 zuzu MI I eK Industries, Inc. Thu Sep i t i ruzaa zuzu rage i ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-niThm_hh4vShrW]rbyBOeoBXnh6YQtyg2g_HDJycl7G 1-0-0 3 0 0 4 10 0 4 9-0-0 15-9-1 21-9� _ 28-" r0-0 2-0.0 1-140 2 0-6-9-1 6-9-1 4x6 = 22 3x4 = 3x6 3x4 = 23 4 5 6 Scale = 1:49.3 2x4 II 20 1e 15 12 11 6x8 = 8 2x4 II 3x4 = 2x4 II 2x4 II 3x6 6x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.33 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.58 8-9 >586 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(CT) 0.08 8 n/a file BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Wind(LL) 0.11 13 >999 240 Weight: 199 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-12 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. WEBS 1 Row at midpt B-8, 9-13 JOINTS 1 Brace at Jt(s): 13 REACTIONS. (size) 1=Mechanical, B=Mechanical Max Horz 1=244(LC 8) Max Uplift 1=-447(LC 8), 8=493(LC 8) Max Grav 1=1317(LC 13), 8=1281(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2487/853, 2-3=-2065/751, 3-4=-1781/713, 4-6=-1277/468 BOT CHORD 1-21=-930/2220, 19-21=-930/2220, 16-19=-930/2220, 14-16=-930/2220, 13-14=-930/2220, 8-9=-415/1023 WEBS 11-13=01389, 3-13=-112/563, 4-13=-106/298, 4-9=-682/384, 6-9=124/625, 6-8=-1410/579, 2-13=-500/248, 9-13=637/1547 NOTES- jl11li.11#" 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=601t; eave=7ft; Cat. ♦�`,'t II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ,�� Q,QU • ........ F� �i�� 2) Provide adequate drainage to prevent water ponding. been designed for 10.0 bottom live load nonconcurrent with any other live loads. ,�% ,�.. •, •�\ �•••• 3) This truss has a psf chord 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 ,� r will fit between the bottom chord and any other members, with BCDL = 10.0psf. No 68182 •; 5) Refer to girder(s) for truss to truss connections. * 7tr 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=447, 8=493. : -O t ; (Z X 33 ST OFOR �Q 1 '; �916 N A, Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 WARNING - verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2021) BEFORE USE. ^ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not e 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 �NpAio'�J IYI� IT�M1• 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 ANS1,TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply T21331546 2466825 C3 HALF HIP 1 1 Job Reference (optional) Builders FirslSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:02:54 2020 Page 1 ID: U2gjK7ewtWMF6fnO4jG1 DDzhdnl-FU03zKiJrCaYTga29gidB7kg54WY9Jv_HKkgllycl7F -2-00 , 5-94 11-0.0 18-2-12 25312 32-" 20 5 9-0 5-2-12 7-2-12 7-1-0 7-2-12 m 2x4 ,k d 4x8 = 18 3x4 = 3x6 = 3x4 = 19 5 6 7 20 Scale = 1:60.2 3x8 = 3xe _ 2x4 II 3x8 = "" 3x4 = Sx8 = 3xe 11 LOADING (psf) TCLL 20.0 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 FBC2017rrP12014 CSI. TC 0.79 BC 0.66 WB 0.71 Matrix-SH DEFL. in (loc) Udefl Lid Vert(LL) -0.12 11-13 >999 360 Vert(CT) -0.29 11-13 >999 240 Horz(CT) 0.08 9 n/a n/a Wind(LL) 0.15 11 >999 240 PLATES GRIP MT20 2441190 Weight: 189 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-11-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 8-9, 5-13, 8-10 REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=382(LC 8) Max Uplift 9=-557(LC 8), 2=698(LC 8) Max Grav 9=1483(LC 13). 2=1681(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2685/853, 3-4=-2207/796, 4-5=1944/772, 5-7=-2161/840, 7-8=-1526/585, 8-9=-13721585 BOT CHORD 2-14=-953/2373, 13-14=-953/2373, 11-13=-840/2161, 10-11=-58511526 WEBS 3-13=-505/209, 4-13=-98/559, 5-13=-396/128, 5-11=-338/272, 7-11=-324/807, 7-10=-1006/531, 8-10=-732/1908 NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft B=45ft; L=60ft; eave=7ft; Cat. left Lumber DOL=1.60 DOL=1.60 ,,`Ll t i/���11 I N Vj,' ., II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever and right exposed ; plate grip 2) Provide adequate drainage to water ponding. �Op'QU . ' • �i� prevent 3) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. ,� ,. G E N ; ' �,� S4t`••, �� psf 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, with BCDL=10.Opsf. 5) Refer to for truss to truss connections. No 68182 * ; •� girder(s) 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lbuplift at joints) except (jt=1b) .o S OF wIf J. A11 0C���� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; September 17,2020 &WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MR-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall Npplk'oTt 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 oftrusses and truss systems, see ANSUTP/1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Soletylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 , Truss Type Qty Ply T21331547 �Job 466825 [russ 4 HALF HIP 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:02:54 ZU2U Page 1 ID: U2gj K7ewtWJlF6fnO4jG1 DDzhdnl-FU03zKiJrCaYTga29gidB?kdA4Sd9Hp_HKkgllycl7F -2-0-0 4-9-0 9-0.0 16-10-12 24-7-12 32-" 2-0.0 4-2-12 7-10-12 7-M 7-10-12 Scale = 1:60.2 4x8 = 3x4 = 3x6 = 3x4 = 3x8 = 4 17 5 18 6 7 19 8 3x6 = . 3x8 = ""' — 3x4 = 5x6 = 3x8 LOADING (psf) TCLL 20.0 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 FBC20171TPI2014 CSI. TC 0.98 BC 0.91 WB 0.85 Matrix-SH DEFL. in (loc) Vdeft L/d Vert(LL) -0.15 2-13 >999 360 Vert(CT) -0.34 2-13 >999 240 Horz(CT) 0.09 9 n/a n/a Wnd(LL) 0.19 11-13 >999 240 PLATES GRIP MT20 2441190 Weight: 177lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 1-4: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.8-14 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-13, 8-10 OTHERS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=328(LC 8) Max Uplift 9=-548(LC 8), 2=-707(LC 8) Max Grav 9=1436(LC 1), 2=1621(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2582/908, 3-4=-2326/832, 4-5=-2044/803, 5-7=-2616/1022, 7-8=-1956/750, 8-9=-1365/579 BOT CHORD 2-13=-94812205, 11-13=-102212616, 10-11=-750/1956 WEBS 3-13=-279/167, 4-13=-106/632, 5-13=664/254, 7-11=-3167765, 7-10=-963/521, 8-10=-853/2224 NOTES- 1) Wind: ASCE 7-10; Vu@=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. ,��ti11Y/!l1! �+1� 'N II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ,�� Q,QV •' ..... E ��� ,� N S'•�c' '�,� 2) Provide adequate drainage to prevent water ponding. ; ; �`�•.• 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 No 68182 •; will fit between the bottom chord and any other members. �• 5) Refer to girder(s) for truss to truss connections. =_ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) � .. 9=548, 2=707. J/. 4 S Of %.4OR110P N S Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa,FL 33610 Date; September 17,2020 - t& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �q `• ` IYI� 1r �r R 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. SelW Inforrrradon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab uss toss Type Qty Ply T21331548 2466825 [,r5 HALF HIP GIRDER 1 1 Job Reference (optional) ouuaers rtrsiaource Iron riercel, ron rrorce, rL - �Q, ,.,a, • ID:U2gj K7ewtW6fn MF04jG1DDzhdnl-Bt8g00jZMgrGi_kQG415GQpzWuGgd83GkdDxpeycl7D 2-0-0 , 4-0 0 7 0 0 11-11-9 17-0-14 22-23 27 &8 32 6 8 2-0.0 4Z 3-0-0 4-11-9 5 15 5 1-5 5-1.5 .5 Scale = 1:62.5 6x12 MT20HS = NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3x8 = NAILED 3x4 = 4x6 = 3x4 = NAILED 5x8 = NAILED 5x8 = e ,,,. 4 20 21 5 22 23 624 25 7 26 8 27 28 9 29 30 31 10 3x12 MT2DHS 5x8 = NAILED ex14 MT20HS = NAILED 3x4 = NAILED 8x14 MT20HS =NAILED Bxe = 3x12 MT20HS 11 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.22 14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.51 14-15 >750 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Wind(LL) 0.33 14-15 >999 240 Weight: 228 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 `Except- TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins, 1-4: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 5-11-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-16, 10-12 5-16,6-15,8-14,9-13,1D-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=Mechanical, 2=0-8-0 Max Horz 2=272(LC 8) Max Uplift 11=-1188(LC 8), 2=1272(LC 8) Max Grav 11=2984(LC 29), 2=3024(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5547/2089, 3-4=-5448/2073, 4-5=-481411880, 5-6=-6786/2699, 6-8=7246/2878, 8-9=-6279/2497, 9-10=-3919/1559, 10.11=-2860/1214 BOT CHORD 2-16=-1953/4876, 15-16=-2699/6786, 14-15=-2878/7246, 13-14=2497/6279, 12-13=-1559/3919 WEBS 4-16=535/1829, 5-16=-2396/985, 5-15=-36/671, 6-15=597/241, 6-14=-395/365, 8-14=-45711160, 8-13=-1317/720, 9-13=-1126/2832, 9-12=-2318/1154, 1 D-12=-1850/4649, 3-16=-269/369 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 11=1188,2=1272. 9) "NAILED" indicates 3-1 Od (0.148"x3') or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 391 lb down and 338 lb up at 7-0-0 on top chord, and 428 lb down and 110 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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 WARNING - Verify design parameters and READ NOTES ON THS AND INCLUDED IATEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek®wnnectors. 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 andior chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 DuaW Criteria, DSB-89 and BCSI Building Component SafW informadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ���� JQQIN OP N:6 68182 '�•� S OF :./JJ� ON AX- % Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert.6634 6904 Parke East Blvd, Tampa.FL 33610 Date: September 17,2020 MiTek7 6904 Parke East Blvd. Tampa. FL 36610 Job Truss Type laty Ply T21331548 2466825 [russ S HALF HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, e.zau s mar a zuzu mt i eK muusmes, mu. i nu oep r r i i.vc.ar zvzu rays ID:U2gjK7ewtV4MF6fnO4jG1 DDzhdnl-f3iCbMkB77z7K7JcgoGKoeMBGlcvMbJOzHyVM4ycl7C LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 4-10=-70, 2-11=-20 Concentrated Loads (lb) Vert: 4=-182(F) 16= 278(F) 6=123(F) 14=52(F) 9=-123(F) 12=52(F) 20=123(F) 21=123(F) 22=-123(F) 23=-123(F) 25=-123(F) 26=123(F) 27=123(F) 28=-123(F) 30=-123(F) 31=123(F) 32=52(F) 33=-52(F) 34=-52(F) 35=52(F) 36=52(F) 37=-52(F) 38=-52(F) 39=52(F) 40=52(F) 41=-52(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2029 BEFORE USE. Design valid for use onlywhh 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 21 building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTak• 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 Crtterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Setetylntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Oty Ply T21331549 2466825 [MISS J CORNER JACK 22 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:02:57 2020 Page 1 ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-f3iCbMkB77z7K7JcgoGKoeMlzliSMgoozHyVM4ycl7C -2-0-0 1-0-0 2-0-0 1-0-0 Scale = 1:10.3 1-0-0 Plate Offsets (X Y)- [2.0-2-12 D-1-8) LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.37 DEFL. in Vert(LL) -0.00 (loc) Udefl Lid 2 >999 360 PLATES GRIP MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 nla file BCDL 10.0 Code FBC2017frPi2014 Matrix-P Wind(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 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-&0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=112(LC 8) Max Uplift 3=-152(LC 13), 2=399(LC 8) Max Grav 3=206(LC 8), 2=388(LC 13), 4=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vu@=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads. 3) • 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. 4) Refer to girder(s) for truss to truss connections. 1111 �! ►! f it 5) Provide connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) IN 3 152mechanical ```,�PQU �.•....... GN �� 4 No 68182 • S` OF : 44/Z %0ti�S�`C O R 'k N 'ell Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; September 17,2020 ,&WARNING -Verify, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not H a truas 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ppVT prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 0K6� 1ek• fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSIITP11 Quality Crlterla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lMormeffon available from Truss Plate Institute, 2670 Crain Hlgtnvay, Sulte 203 Waldorf, MD 20601 Tampa, FL 36610 Job ssTruss Type Qty Ply T21331550 2466825 3 [CJ �CORNERJACK 14 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 1711:02:58 2020 Page 1 ID:U2giK7ewtWMF6fnO4jG1 DDzhdnl-7GGapilpuR5,yHupOVnZLruR9i1 e5H2ZBxi2uWycl7B -2-0-0 3-M 2-M 3-M Scale = 1:15.3 2N 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(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 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P W iind(LL) 0.00 2 '••• 240 Weight: 17 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=165(LC 8) Max Uplift 3=-27(LC 5), 2=-297(LC 8) Max Grav 3=32(LC 4), 2=378(LC 13), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-D-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu@=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45111; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3 except (jt=lb) 2=297. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYM1 Quality CMeria, DSB-89 and SCSI Building Component Sal'erylntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 toliI111111 j7, QU IN ..... No 68182 r 33.. S OF 44/ Joaquin Velez PE No.68182 Milk USA, Inc. FL Geri 6634 699 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 Mi Iev Ai• 6904 Padre East Blvd. Tampa, FL 36610 Job russ Truss Type Qty Ply T21331551 2466825 [CJ3A JACK -OPEN 2 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8,240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:02:59 2020 Page 1 ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnlcSgy01 IRfIDrZRS7xDlou3Rcv5LWgkljQbRbQzycl7A -2-0.0 2-114 2.0.0 2-114 Scale = 1:15.1 2) Plate Offsets (X,Y)— [3:0-6-12,0-3-3) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.01 2-6 >999 240 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-R Wind(LL) -0.01 6 >999 240 Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 3-6: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=163(LC 8) Max Uplift 4=-13(LC 5), 2=-297(LC 8) Max Grav 4=39(LC 13), 2=381(LC 13), 5=39(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or2-11-4 cc purlins. Rigid ceiling directly applied or 6-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vu@=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Gt=lb) 2=297. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 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 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, DSII-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ,`It%i11111111,,,I IN V'` PpUFW o,� •'G E N 3 F� �'•, No 68182 �-33' ST OF w� 4 '0' . 4 .Q R 1 PC3 ` S Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: . September 17,2020 Inv IIa MROW 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Type Qty Ply T21331552 2466825 [russ JS CORNER JACK 8 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:02:59 202U Page 1 ID:U2gjK7ewtWMF6fn04jG1DDzhdnl-cSgy011RODrZRS?xDIou3Rcv5K gkljQbRbQzycl7A -2 -0 5-M 2-0-0 5-0-0 Scale = 1:20.2 2w 5-0-0 LOADING (psf) SPACING- 2-D•0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P VVind(LL) 0.00 2 — 240 Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=218(LC 8) Max Uplift 3=-81(LC 8), 2=-274(LC 8) Max Grav 3=146(LC 13), 2=436(LC 13), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-0-0 cc purlins. Rigid ceiling directly applied or 10-0-0 cc bracing: NOTES- 1) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load ncnconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=274. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSHrP/1 quality Crffede, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 101►{IIIIIIII' ,`%%.OPpUIN_ .. 4 . 'GENg .1 No 68182 O.. S OF : W R % Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 M!Tek• 6904 Parke East Blvd. Tampa, FL 36610 Job uss Truss Type Qly Ply2466825 T21331553 [DI COMMON GIRDER 1 q J Job Reference (optional) Builders FirstSource (Fort Pierce); Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Sep 17 11:03:01 2020 Page 1 ID:U2gjK7ewlWMF6fnO4jG1 DDzhdnl-YrxjRjniBMTZplc03eLGzUWr2vw7lRvOuvwiVrycl78 2 0 3 9 10 7 012 , 9-7.6 12-2-0 1 tl0 , 17-3.4 20�� 24�-0 , r 2� 3.110 332 2 610 2 (r10 2510 2 6-10 332 3-9-10 2 0 0 Scale = 1:50.4 4x6 II 6.00 12 2x4 11 I d 6x12 MT20HS 4 3x8 11 6x8 = 5x6 = Bx1u = 5x6 = 6xe — ax8 11 6x12 MT20HS HTU26 HTU26 HTU28 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 LOADING (pso TCLL 20.0 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 FBC2017/TPI2014 CSI. TC 0.94 BC 0.60 WB 0.89 Matrix-SH DEFL. in Vert(LL) -0.18 Vert(CT) -0.41 Horz(CT) 0.09 Wind(LL) 0.25 ([cc) I/defl Lid 14 >999 360 14 >692 240 10 n/a n/a 14 >999 240 PLATES MT20 MT20HS Weight: 559 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-9 cc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 *Except* 6-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=310(LC 24) Max Uplift 2=-3424(LC 8), 10=-4822(LC 8) Max Grav 2=8465(LC 1), 10=12022(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-16505/6335, 3-4=-17136/6712, 4-5=-15722/6189, 5-6=-13683/5422, 6-7=-13685/5422,7-8=-16463/6446,8-9=-19430/7523,9-10=-22351/8577 BOT CHORD 2-18=5428114483, 17-18=5428/14483, 16-17=5747/15253, 15-16=5207/14008, 14-15=-5438/14673, 13-14=6453/17252, 12-13=7410119658, 10-12=7410/19658 6-15=-4650/1180 6/1770, QUIN WEBS 5-16= 1647/417754-16=-2172 940, 4-17=-845 2113033-1 =-601�1053-18=-530/325 ,`��,�o ..ENV NOTES- i 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: N O 6818 2 Top chords connected as follows: 2x4 - 1 row at 0-7-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to S T O F .' w ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. o O �` P 3) Unbalanced roof live loads have been considered for this design. i� r ••• 4) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. i� < Q R \ �\,�� RS ft and right 6) All h plates is truss has en plates goad forotherwise p (directional);Cantilever Indicated. lyd lives ad nonconcurprent exposed h any othDeOr I'rve oadsate grip DOL=1.60 �,�'SS O N A `�ti`,�. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Joaquin Velez PE No.68182 will fit between the bottom chord and any other members. MiTek USA, Inc. FL Cert 6634 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6904 Parke East Blvd, Tampa FL 33610 2=3424, 10=4B22. Date: 9) Use Simpson Strong -Tie HTU26 (20-1Od Girder, 14-1 Odx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 cc max. September 17,2020 starting at 7-0-12 from the left end to 22-0-12 to connect truss(es) to back face of bottom chord. 76t)iJntN�ll�fB ' k ntacGwltt�inm &WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED IAITEK REFERENCE PAGE hill-7473 rev. 51191=0 BEFORE USE. Design valid for use onlywith MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing �;'��k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems, see ANSYTPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Seretyintormatron available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ussTruss Type Qty Ply T21331553 [Orl COMMON GIRDER 1 q J Job Reference (optional) Builders FirstSource (Fort Pierce), Fort. Pierce, FL-34945, B.24u s Mar v zu2U MI I eK Inaustnes, Inc. I nu Sep l r i 7:uxv.& ZUZU rage z ID:U2g)K7ewtWMF6fn04)G1 DDzhdnl-01 V5f3oKygbQQvBadLs Wh30oJGM1 u996ZgF1 Hycl77 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25, Uniform Loads (pf ) • Vert: 1-6=70, 6-11=70, 2-10=20 Concentrated Loads (lb) Vert: 17=-1910(B) 25=-1986(9) 26=-1986(B) 27=1999(B) 28=1990(B) 29=1994(B) 30=-1998(B) 31=-1994(B) 32=-2157(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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-e9 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 cuss Truss Type Ply ' T21331554 2466825 D2 COMMON �Qty 5 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:03:03 2020 Page 1 ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-UD3TsPpyjzjH23mmA3Nk2vclujbBm VyILDPpZkycl76 2-0-0 644 12-2-0 17-11-12 _ 24.4-0 , L_ , 2 0-0 644 5.9.12 5-9-12 644 2-0-0 ° 2x4 d 46 = 6.00 12 3x4 4 3x4 Scale = 1:50.4 2x4 11 :6 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-D-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017frP12014 CSI. TC 0.47 BC 0.69 WB 0.21 Matrix-SH DEFL, in Vert(LL) -0.15 Vert(CT) -0.25 Horz(CT) 0.05 Wind(LL) 0.09 (loc) I/defl Lid 8-10 >999 360 8-10 >999 240 6 n/a n/a 8-10 >999 240 PLATES GRIP MT20 244/190 Weight: 123 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0.1 oc purllns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=310(LC 7) Max Uplift 2=575(LC 8), 6=-575(LC 8) Max Grav 2=1263(LC 13). 6=1263(LC 14) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1787/622, 3-4=1581/624, 4-5=1582/624, 55=-1787/622 BOT CHORD 2-10=-361/1700, B-1 0=-1 11/1099, 6-8=361/1487 WEBS 4-8=-1821689, 5.8=-438/286, 4-10=-182/689, 3-10=438/286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. �tf l f1111I III�� II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for 10.0 bottom chord live load nonconcurrent with any other live loads. ,��� 'N a psf • 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 •y� will fit between the bottom chord and any other members, with BCDL = 10.0psf. �� Cc•••� ,, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) NO 68182 2=575, 6=575. '.. STAf OF A� E �% 11N1111 Joaquin Velez PE No.68182 MTTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date. September 17,2020 WARNING - Vedfy 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 m�q� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall rm building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the irel• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 quality Merle, 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 russ Truss Type Qty Ply T21331555 2466825 [D3 HIP 1 1 Job Reference (optional) Builders FtrstSourCe (Fort Fierce), hart Fierce, FL - S4`J4b, mz4u s mar s tutu mi i eK muubmeb, inc. i nu oup r r i ruo.v-r tutu rays r ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-yQdr4lpaUHr7gCLzkmuzb68Tf61 rVyNSat9M5Aycl75 1 0-0 6.4-4 11 6-0 12-10-0 , 17-11-12 244-0 25�-0, 1-0-0 6-4-4 5-1-12 1-0 0 5-1-12 64-4 1-0-0 Scale = 1:46.8 5x8 = 5x8 = 3x4 i 3x4 LOADING (psi) TCLL 20.0 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 FBC2017/TPI2014 CSI. TC 0.47 BC 0.28 WB 0.20 Matrix-SH DEFL. in Vert(LL) -0.13 Vert(CT) -0.21 Horz(CT) 0.04 Wind(LL) 0.08 (loc) I/defi Lid 9-10 >999 360 9-10 >999 240 7 n/a n/a 9-10 >999 240 PLATES GRIP MT20 244/190 Weight: 122 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins. 4-5: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP M 31 , WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-294(LC 6) Max Uplift 2=575(LC 8), 7=575(LC 8) Max Grav 2=1274(LC 13), 7=1274(LC 14) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1803/617, 3-4=-1597/615, 4-5=-1060/529, 5-6=1597/615, 6-7=-1804/617 BOT CHORD 2-10=-356/1701, 9-10=-13611160, 7-9=356/1481 WEBS 6-9=-419/267, 3-10=-418/267, 4-10=-156/650, 5.9=156/651 NOTES- 1) Unbalanced roof live loads have been considered for this design. Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=15ft; B=45ft; L=60ft; eave=7ft; Cat. l IIi 2) Wind: ASCE 7-10; VuH=160mph (3-second gust) ``� N V. 11; Exp C; EncL, GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 drainage to %1OPQ� ��i 3) Provide adequate prevent water ponding. 2x4 MT20 indicated. �� , •' G E S'�.'•.• �i 4) All plates are unless otherwise 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� .•��,� No 68182 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide •; will fit between the bottom chord and any other members, with BCDL=10.Opsf. .; >t 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except 0=1b) 2=575,7=575. -p ; A VC S F :,Uj �Z ��',��•rc� 1OP,.N' -ORC? � l0 N A� ��t% Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date; September 17,2020 A WARNING -Verify design parametersand 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 Indicated is to buckling Individual truss web and/or chard members only. Additional temporary and permanent bracing p/r A' iTe building design. Bracing prevent of is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the OV k.• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLIMI Quality Criteria, DSB49 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 russ Truss Type Qty Ply T21331556 2466825 [D4 HIP 1 1 Job Reference (optional) Builders FirstScurce (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Sep 17 11:03:04 2020 Page 1 ID:U2giK7ewtWMF6fnO4jG1 DDzhdnl-yQdr4lpaUHr7gCLzkmuzb68TM6vJVyHSal9M5Aycl75 -2-0-0 5-0-4 9-6-0 14-10-0 193-12 24 40 26 O 2.0-0 5-0-0 4-5.12 5.4-0 4-5-12 5 0 4 2 0 0 4x6 = 18 19 5x8 = 3x6 = 3x4 = 3x6 = Scale = 1:46.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.20 7-9 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.41 7-9 >695 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017IrP12014 Matrix-SH Wnd(LL) 0.08 9-11 >999 240 Weight: 130 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-7 cc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-11-5 cc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-253(LC 6) Max Uplift 2=-575(LC 8), 7=-575(LC 8) Max Gram 2=1237(LC 1), 7=1237(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1781/647, 3-4=-1457/542,4-5=-1243/539,5-6=-1457/542,6-7=-1781/647 BOT CHORD 2-11=-391/1604, 9-11=-198/1243, 7-9=-391/1502 . WEBS 3-11=-383/218, 4-11=-20/360, 5-9=-20/360, 6-9=-384/218 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf: h=15ft; B=45ft: L=60ft; eave=7ft; Cat. 111111.1if II; Exp C; End., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. ,,OPav IN VF7 4) All plates are 2x4 MT20 unless otherwise indicated. ,� , • •'GCE N ' • •, �i, 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� ; '�� `StC`'•,• �� 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. No 6818'2 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=575, 7=575. 3 S OF 4/ .40 '•,14P1.11, N piii-It E�C� �. 1II 1111110 Joaquin Velez PE No.68182 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 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 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 WOWIs 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 ANSLITF11 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 russ Truss Type Qty Ply T21331557 2466825 [D5 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek industries, Inc. Thu Sep 17 11:03:06 2020 Page 1 I0:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-uoicURrgOu5rvVVVLsBwRgXEhFwdYztgl1 BeTA3ycl73 -2-D-0 7 6 0 12-2-0 16.10-0 24-4-0 2rr4 0 2-0-0 7a-0 4-8-0 4-8-0 7-&0 Scale = 1:46.8 Sx8 = 17 4 18 5x8 = 3x4 = ""� 3x4 = LOADING (psf) TCLL 20.0 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 FBC2017/TPI2014 CSI. TC 0.97 BC 0.65 WB 0.14 Matrix-SH DEFL. in Vert(LL) -0.09 Vert(CT) -0.22 Horz(CT) 0.05 Wind(L-) O.OB (loc) Vdefl Ud 2-10 >999 360 2-10 >999 240 6 n/a n/a 2-10 >999 240 PLATES GRIP MT20 244/190 Weight: 122 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-209(LC 6) Max Uplift 2=-575(LC 8), 6=-575(LC 8) Max Grav 2=1237(LC 1), 6=1237(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1717/566, 3-4=-1626/666, 4-5=1626/666, 5-6=-1717/566 BOT CHORD 2-10=-287/1427, 9-10=-285/1433, 8-9=285/1413, 6-8=-287/1407 WEBS 3-10=01291, 3-9=-151/369, 4-9=-329/18B, 5-9=1521369. 5-8=0/291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuI1=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 `����►I� N V F� dot 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise Indicated. ,�N` P001 N • . ...' • �� �i� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� ; 'y� S4t`'•, 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide > . No 68182 will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=575, 6=575. 0'• S OF : mow0. C? N A �' 111inn Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 17,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. ��p+ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi ek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrica9on, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI?PN Quality Criterta, DSB-89 and SCSI Suffding Component 6904 Parke East Blvd. -- Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job uss Truss Type City Ply T21331558 2466825 [DrS ROOF SPECIAL GIRDER 1 1 Job Reference (optional) t3unaers t•IrsiSourre it -on viercel, Fort tierce, rL - J9e40, c.L4V 5 Mar a LVGu MI i aK rnuu5a9es, inc. r nu aep r r i i:usuo Au4u raye r ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-rBtMv6s5YWLZBgfl¢czvlyJ6kkFgRbu2VV7aExycl71 -2-0 0 54r0 9 1-0 12-2-0 15-3-0 , _ _ _ 16.10-0 24-4-0 , 26.4-0 , 2-0_07-0 3 1-0 3-1 0 5-6-0 2-0-0 3x8 i 3x4 = NAILED ueu vn NAILED NAILED 48 I I NAILED NAILED 21 5 22 23 7x10 = NAILED NAILED NAILED 3x4 = NAILED 3x8 Scale = 1:53.3 2x4 II x6 LOADING (psf) TCLL 20.0 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 FBC2017rrPI2014 CSI. TC 0.59 BC 0.85 WB 0.94 Matrix-SH DEFL. in (loc) I/defl Ud Vert(LL) -0.15 11 >999 360 Vert(CT) -0.33 11-12 >864 240 Horz(CT) 0.09 8 n/a n/a Wnd(LL) 0.23 11 . >999 240 PLATES GRIP MT20 2441190 Weight: 148 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=232(LC 24) Max Uplift 2=-1056(LC 8), 8=1056(1_13 8) Max Grav 2=2221(LC 29), 8=2221(LC 30) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3864/1595, 3-4=-3433/1484, 4-5=3756/1775, 5-6=3756/1775, 6-7=3433/1484, 7-8=-386511595 BOT CHORD 2-12=-1279/3483, 11-12=-1914/4668, 10-11=-1914/4609, 8-10=-1227/3373 WEBS 3-12=-376/1182,4-11=-1794/896,5-11=-1258/2852,6-11=-1795/896,7-10=-376/1181, 4-12=-1495/849, 6-10=-1495/849 NOTES- ds have been dered for this design. 1) Unbalanced roof live 2) Windt ASCE 7-10; VuIta160mph (3-secondigust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 111'11I�.� 11% N V ��,'�II II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 PQU �� ,P . • ' •.• F� 3) Provide adequate drainage to water ,`� G E N • SF`•.• prevent ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load ncnconcurrent with any other live loads. No 68182 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. * ; 71C 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (lt=lb) "} 2=1056, 8=1056. : -p ; Z 7) "NAILED" indicates 3-10d (0.148"xT) or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. . � ;• ST .j. O F � ` •� 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 430 lb down and 271 lb up at O • 5-6-0, and 430 lb down and 271 lb up at 18-10-0 on top chord. The design/selection of such connection device(s) is the �� ,�'.• A, Q` • � �� �.••`• responsibility of others. 9) In the LOAD C SE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �j •. O R 1 \ ��,'ss � LAD CASE O (S) �lilt, `�' 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.68182 Uniform Loads (plf) MiTek USA, Inc. FL Cert 6634 Vert: 1-3=70, 34=70, 4-5=70, 5-6=70, 6-7=-70, 7-9=-70, 2-8=20 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 WARNING . Verity design parameters�nd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119l2020 BEFORE USE. Design valid for use onlywbh 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 verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mi'���� prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdeation, storage, delivery, erection and bracing oftrusses and truss systems, see ANSYM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Padre East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qly Ply T21331558 2466825 [russ 6 ROOF SPECIAL GIRDER 1 ? Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:03:08 2020 Page 2 ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-rBtMv6s5YWLZ8qfkzczvlyJ6kkFgRbu2VV7aExycl7l LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-168(F) 5=30(F) 7=168(F) 12=80(F) 11=-121(F) 10=-80(F) 19=67(F) 20=96(17) 21=-50(F) 22=-50(F) 23=96(F) 24=67(F) 25=-73(F) 26=-8(F) 27=100(F) 28=-100(F) 29=-8(F) 30=73(F) &WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51IM020 BEFORE USE. Design valid for use only whh 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 applicabilhy of design parameters and properly Incorporate this design Into the overall r building design. Bracing Indicated Is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing �' f��� Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PN 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 s Truss Type Oty Ply T21331559 2466825 [Eru2s JACK -OPEN 2 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:03:1 U ZUZU rage 1 ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-nZ_7KouL37bHO7o651?NgNOVjXBCviyKypchJgycl77 -2-0-0 oil 1-s•s 1-10-6 z-o•o a 5 3x4 = 4 2x4 11 0-1-6 0- 1-108 0- 1 9 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.00 5 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.00 3 file file BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.00 5 •••• 240 LUMBER- BRACING-, TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=Mechanical Max Horz 5=140(LC 8) Max Uplift 3=-61(LC 1), 4=-175(LC 8), 5=-156(LC 8) Max Grav 3=110(LC 8), 4=65(LC 6), 5=362(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-340/167 Scale = 1:19.6 PLATES GRIP MT20 2441190 Weight: 16 lb FT = 20% Structural wood sheathing directly applied or 1-10-8 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf,, h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 4=175, 5=156. 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 MtTek® 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 is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdca ton, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 Quality Criteria, DSB-99 and BCSI Building Component Safety lntomnallon available from Truss Plate Institute. 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ����uue►rr�j� CioIN. Vtc,% .►� GENE• • No 68182 ST OF ;vr0,f�S•t`� O R •` p P ,��`���� Joaquin Velez PE No.68182 MiTak USA, Inc. FL Cert:6634 6904 Parke East Blvd.. Tampa FL 33610 Date: September 17,2020 t MiTISIC 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21331560 2466825 E.15 JACK -OPEN 6 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 9 Mar 9 2UZU MI I eK industries, Inc. Thu Sep 1 / TI:03:i2 2020 rage i ID: U2gj K7ewtWMF6fnO4jG1 DDzhdnl-jy6tlUwbbks?dRyVCR1 rvoUgdLmONdVdP75nMiycl6z -2 -01 5-M 2-0-0 5-0-0 2X' 5-0-0 Scale = 1:20.2 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in ([cc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Wind(LL) 0.00 2 — 240 Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=218(LC 8) Max Uplift 3=-81(LC 8), 2=-274(LC 8) Max Grav 3=146(LC 13), 2=436(LC 13), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) '►►►►►1►►►►►1 �•� .� J EN, c' F• G No 68182 � r cc X �•� S OF r w' r►n►► Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; September 17,2020 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 MITeka 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iv�iTek' prevent 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-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2570 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job rss Truss Type Qty Ply T21331561 2466825 [EJU6 MONOPITCH 4 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTeK Industries, Inc. I nu Sep i f i i:0314 202U rage i ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-fLEdAAxs7M6jl16uKs3J?DZA78QvrW?wtRauRbycl6x -2-0.0 5-10-0 2-0-0 5.10-0 — 2x, LOADING (psi) SPACING- 2-D-0 CSI. DEFL. in (loc) Well Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.05 2-4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.10 2-4 >652 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 "" 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 4=04-0, 2=0-8-0 Max Horz 2=238(LC 8) Max Uplift 4=-83(LC 8), 2=-274(LC 8) Max Grav 4=237(LC 13), 2=464(LC 13) FORCES. (lb) -Max. Comp.tMax. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:22.6 PLATES GRIP MT20 244/190 Weight: 30 lb FT = 20% Structural wood sheathing directly applied or 5-10-0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160Mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf: h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.6b 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Gt=lb) 2=274. WARNING - Vedly 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 MiTek0 connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the building designer must vertfy the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSUTPI1 Quality Criteria, DSBAS and SCSI Building Component Salary Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 QU i N `VF No 68182 �4Z 3 ST - OF : J w Joaquin Velez PE No.68182 MITek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job s Truss Type Oty Ply T21331562 2466825 [E'Ju7s JACK -OPEN 33 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, d 2* 8.240 s Mar 9 2020 Mrrek Industries, Inc. Thu Sep 1711:03:18 2020 Page 1 Scale = 1:25.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL_ in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.08 2-4 >963 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.19 2-4 >420 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Wind(LL) 0..06 2-4 >999 240 Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanlcal Max Harz 2=272(LC 8) Max Uplift 3=146(1_C 8), 2=-277(LC 8) Max Grav 3=232(LC 13), 2=515(LC 13), 4=122(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUK=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=146, 2=277. NO IN �VFI��ii L4 +` No 68182 'c O:• STA OF t� ram,,* •• A� O R t •. •'�s& /U NA Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev. 5119=0 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design, Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing ��'���' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satetylntonnetion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 i Job Truss Truss Type Qty Ply T21331563 12466825 EJ11 JACK -OPEN 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:03:08 2020 Page 1 ID:U2gjk7ewtWMF6fnO4jG1 DDzhdnl-rBtMv6s5YWLZ8gfkzczvlyJAUkSLRpW2VV7aExyc171 -2-0-0 1-2-0 2-M 1-2-0 Scale = 1:10.1 LOADING (psf) TCLL 20.0 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 FBC2017IrP12014 CS1. TC 0.35 BC 0.05 WB 0.00 Matrix-P DEFL. in (loc), Udefl Lid Vert(LL) 0.01 4 >999 360 Vert(CT) 0.01 4 >952 240 Horz(CT) -0.00 2 n/a n/a Wind(LL) -0.02 4 >550 240 PLATES GRIP MT20 244/190 Weight: 7 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid Ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-1-8, 4=Mechanical Max Horz 3=32(LC 1), 4=106(LC 8) Max Uplift 3=-76(LC 13), 2=-351(LC 8) Max Grav 3=159(LC 8), 2=339(LC 13) FORCES. (lb) -Max. CcmpJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional): cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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 chard and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical Connection (by others) of truss to bearing plate at joint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) { 11 tlt�t 2=351. `{{ VF����� `,�,OP001N •' G•E N �•� S c' No 68182 � r 7 ST OFIJJ • •; �L P .• N_�`• F O R t C� % rrn{ Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 A WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, note - a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �� T A, building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I �A/VY0W 1�'i 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 ANSI/rp/1 quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Salary Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ussTruss Type QtyPlyT21331564 2466825 12 [EJ Jack -Open 1 1 Job Reference(optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 2x4 = 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 1 y 11:U3:0.92020 rage i ID:U2gj K7ewtWMF6fnO4jG1 DDzhdnl-JNQk7SgJpTQm_DwXJU81AsPc7oYAGmBjgs7nNycl70 1-2-0 1-2-0 36 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. Scale = 1:7.5 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 3 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Cade FBC2017rrP12014 Matrix-P Weight: 4 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SIP No.2 BOT CHORD REACTIONS. (size) 2=Mechanical, 3=Mechanical Max Horz 2=97(LC 1), 3=-97(LC 1) Max Uplift 2=-83(LC 8) Max Grav 2=104(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied.or 1-2-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf: h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. it%%it111iif���, PpU I N i ��•`` JO B G E N SF F. ,��' �• No 68182 -53 �• /, :• J � �.0. STD+- OF .kr ONA -S.o�. Inu Joaquin Velez PE No.68182 MITek USA, Inc. FL Cent 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 17,2020 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 bullding design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing T WOW prevent is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the I V i� 9 fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSLITPlf Quality Criteria, DS849 and BCSI Building Component 6904 Padre East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ussruesType OtyPly2466825 T21331565 21 [F] [J.,ck-Open 2 1 Job Reference (optional) tourers rlrsiz ounce irori rieree), rorc tierce, rL - r, Q, �.��� rv,a� ���� ,•,,, �� Koul- 7 , „� --r ID:U2gjK7ewtWMF6fn04jG1DDzhdnl-nZ 7K-'bH07o6517NgN0ZmX7Fvj0KypchJgycl79 1-10-8 8.D0 12 2x4 4 3 2x4 II Scale = 1:19.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 2 n/a n/a' BCDL 10.0 Code FBC20171TPI2014 Matrix-R Weight: 9 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-8 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 4=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 4=46(LC 8) Max Uplift 2=-74(LC 8), 3=-23(LC 8) Max Grav 4=77(LC 1), 2=78(LC 13), 3=34(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf,, h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncwncurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. WARNING -Verity design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use onlywhh Mrrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not e truss system. Before use, the building designer must vedfythe 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 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-89 and BCS1 Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 /111111►!!�! (Qll IN No 68182 '�•' S OF Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; September 17,2020 MiTek' 6904 Padre East Blvd. Tampa, FL 36610 Job ussTruss Type Qty PlyT21331566 2466825 [ErJ22 Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 2x4 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Sep 17 11:03:11 2020 Page 1 ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-FmYVYBvzgRj89HNJekWcNbxmExUJeAGUBTLErGycl7_ 2-2-8 2-2-8 Scale = 1:10.1 $T1.5x8 STP = 2-2-8 2-2-8 Plate Offsets (X Y)— 11:0-1-4 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 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 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 file n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Wind(LL) 0.00 1 — 240 Weight: 7 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=60(LC 8) Max Uplift 1=-12(LC 8), 2=-58(LC 8) Max Grav 1=83(LC 13), 2=77(LC 13), 3=36(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. `,,`,>>� �. p;U IN vF ,, ' No 68182 ST OF .0�� R 10 P' �N Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; September 17,2020 A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE &111-7473 rev. 5119/2020 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW prevent always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Cdtede, 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 ss Type Qly Ply T21331567 ' 2466825 [EPJJ51 [russ ACK-OPEN 5 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:03:12 2020 Page 1 ID:U2giK7ewtWMF6fnO4jG1 DDzhdnl jy6tiUwbbks7dRyVCR1 rvoUgdLneNdVdP75nMiycl6z -2-0-0 2.8-0 r _ _ _ _ 5.0-0 2-0-0 2.8-0 2-4-0 2x LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.03 6 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.06 6 >909 240 BCLL 0.0 Rep Stress incr YES WB 0.00 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-R Wind(LL) 0.03 6 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 3-6: 2x4 SP No.3 2x4 SP No.3 OTHERS REACTIONS. (size) 4=1VIechanical, 2=0-8-0, 5=Mechanical Max Horz 2=218(LC 8) Max Uplift 4=-65(LC 8), 2=-271(LC 8) Max Grav 4=132(LC 13), 2=443(LC 13), 5=83(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:20.2 W N T PLATES GRIP MT20 2441190 Weight: 26 lb FT = 20% Structural wood sheathing directly applied or 5-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUR=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf: h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Ut=lb) 2=271. 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 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 Saleryinformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 lGO I N 1 lvE �-4.. ON........ 4� GN No 68182 �:. S OF .�w' R IV 111111111111101, Joaquin Velez PE No.68182 MTTek USA, Inc. EL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Type Qty Ply T21331568 2466825 [E'Ju5s2s JACK -OPEN GIRDER 2 1 Job Reference (optional) Builders FirslSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 Mrrek Industries, Inc. Thu Sep 1711:03:13 2020 Page 1 ID:U2giK7ewtWMF6fnO4jG1 DDzhdnl-BBgFygwDM2_sFbXhm9Y4S00_1132641nengLv9ycl6y 5-6-0 2 0-0 5-6-D 2x, SSO 0 eb N Scale = 1:21.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.04 2-4 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.09 2-4 >666 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) -0.01 2-4 >999 240 Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=232(LC 8) Max Uplift 3=100(LC 8), 2=272(LC 8) Max Grav 3=171(LC 13), 2=470(LC 25), 4=119(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vu@=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf,, h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=1b) 6) "NAILED" Indicates 3-1Od (0.148"AT) or 3-12d (0.148"x3.25) tce-nails per NDS guidlines. `��PQU I N V,7 I� �c� ��i� 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ,� .• G E N $ ' • ,��� �••`' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Loads No 68182 " Uniform (plf) * �• Vert: 1-3=70, 2-4=20 Concentrated Loads (lb) 4 Vert: 8=-57(F) S OF :w. '.O�`• co ire,; •.<`� Q \�`�� O R , Q f`O N A C' %%%N ,V nnl Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. " Design valid for use only with Mi rek® 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 pennanem 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 ANSYM1 Qualify Cdferla, 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 cuss Truss Type Oty Ply T21331569 2466825 EJ61 HALF HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.24U s Mar 9 2UZU Mi I eK maustnes, Inc. I nu sep 1 f i 1:u3[T o zuzu rage 1 ID:U2gjK7ewlWMF6fnO4jG1 DDzhdnl-8Xo0NWyUufEaUvh4tabYXR6KoYjbZze365JSzlycl6w -2-M 5-0-0 5-140 2-0-0 5-0-0 010-0 4xe = NAILED NAILED 2x4 II 3 4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.07 2-5 >965 360 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.13 2-5 >487 240 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Wind(LL) -0.01 2-5 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 5=0-6-0, 2=0-8-0 Max Horz 2=221(LC 8) Max Uplift 5=204(LC 5), 2=285(1_C 8) Max Grav 5=549(LC 25), 2=487(LC 25) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:21.8 PLATES GRIP MT20 244/190 Weight: 33 lb FT = 20% Structural wood sheathing directly applied or 5-10-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (it=lb) 5=204, 2=285. 6) "NAILED" Indicates 3.1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS gujdlines. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 lb down at 5-0-0 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=70, 3-4=70, 2-5=20 Concentrated Loads (lb) Vert: 3=-58(F) 4=-101(F) 9=61(F) ``,T�111011►1���r,' `%,�°Par E nr's�F��'' r� No 68182 O S f= OF : •��C/ i 1N11111111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 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 a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ��`���� 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 ANS10TP/f Quality Cdteda, DSB49 and BCSI Building Component 6904 Padre East Blvd. Saferyinformarion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ussTruss TypePly2466825 T21331570 [EJ62 JACK -OPEN 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:03:16 2D2U Page 1 ID: U2gj K7ewtWMF6fnO4jG1 DDzhdnlcjLObsz6fzMR62GGRH6rAeeWdy4YIPVDK137 Wrycl6v -2-0.0 2-2-0 4-6-4 r 6S-0__ 2 0-0 2-2-0 2-4-4 1.11-12 d 2A 4x6 = 2x4 II 2x4 II LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(L-) -0.06 7-8 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.15 7-8 >498 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.10 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH WInd(LL) 0.09 7-8 >829 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except' BOT CHORD 3-8: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x8 SP 240OF 2.OE REACTIONS. (size) 5=Mechanical, 6=Mechanical, 2=0-8-0 Max Horz 2=208(LC 8) Max Uplift 5=50(LC 8), 6=37(LC 5), 2=298(1-C 8) Max Grav 5=100(LC 1), 6=152(LC 13), 2=497(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:27.4 PLATES GRIP MT20 244/190 MT20HS' 187/143 Weight: 42 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 cc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 atjoint(s) 5, 6 except (jt=lb) 2=298. A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED IAITEK REFERENCE PAGE 1111-7473 rev. 511=020 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 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 CrNede, DSB-89 and BCSI Building Component Safety Informedon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 IN • No 68182 • 0:. ST OF . � S��NA� ���%`� Joaquin Velez PE No.68182 MTTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 Mi?ek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Ply T21331571 2466825 EJ63 JACK -OPEN 2 1 Job Reference o floral Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2U2U MITeK Inciustnes, Inc. I nu Jep 1 y 11:UJ:1 ti LULU rage 1 ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnlc4LObsz6fzMR62GGRH6rAeeWdy4310bDK131WTycl6v IM 2-2-0 3-10-8 , 6 -0 2-0-0 2-2-0 1-8 8 2-7-8 d 2* 4x6 = 2x4 11 2x4 11 Scale = 1:25.5 LOADING (psf) SPACING- 2-0.0 CS1. DEFL. in (too) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.06 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.15 7-8 >484 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.10 6 file n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Wnd(LL) 0.09 7-8 >797 240 Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Except' BOT CHORD 3-8: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x8 SP 240OF 2.0E REACTIONS. (size) 5=Mechanical, 6=Mechanical, 2=0-8-0 Max Horz 2=191(LC 8) Max Uplift 5=-64(LC 5), 6=25(1_C 5), 2=305(LC 8) Max Grav 5=120(LC 1), 6=130(LC 3), 2=495(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 cc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf,, h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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) 5, 6 except Qt=lb) 2=305. ,& WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED NlITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcadon, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-99 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ♦♦����pUIN ♦ P ••. ♦♦ �O , •,G E N S NO 68182 ST OF '44/NAX- Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. TampaR 33610 Date; September 17,2020 y MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qly Ply T21331572 2466825 EJ64 JACK -OPEN GIRDER 2 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, &.z4D s mar a zuzu mi i eK inousmes, inc. i nu Sep i i i t:van u zuzu rage i ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-Y6T80X_MBac8LMP1Zi8F93jrYmhCmlyWo3Y6aMycl6t -21-10.8 6-6-0 6A 2-0-0 1-10-8 3 4-4-0 NAILED r� 2x4 II NAILED NAILED NAILED 3x4 = NAILED 6xB = N b Scale = 1:21.5 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.12 8 >595 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.14 8 >507 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(CT) 0.13 6 n/a rile BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 46 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-6 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 7-9 OTHERS 2x4 SP No.3 WEDGE Left: 2x8 SP 240OF 2.0E REACTIONS. (size) 5=Mechanical, 6=Mechanical, 2=0-8-0 Max Horz 2=137(LC 8) Max Uplift 5=-266(LC 5), 6=4(1_C 4), 2=538(LC 8) Max Gram 5=320(LC 37), 6=54(LC 3), 2=652(LC 36) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-831/508, 3-4=-637/486 BOT CHORD 2-10=467/747, 9-10=4571745 WEBS 5-7=-221/289, 3-9=201/346 NOTES- ��111711! 1) Unbalanced roof live loads have been considered for this design. Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ♦,♦�OPQ ......... . 3) Provide drainage to water ,♦ , �._ -�` •. adequate prevent ponding. 4) All plates are MT20 plates unless otherwise Indicated. ♦♦ 5) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads. NO 68182 •� 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 lbuplift at Joints) 6 except 0t=lb) :• S t ' F 5=266, 2=538. (� .• !7j 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. i� T •, �`� P ,• \� 10) "NAILED" indicates 3.10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. load(s) 394 lb down and 405 lb up at ♦♦♦ Q �� 'c�•. 0 R 1 •. • • • •' 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated bility ` �, 11 AI Bon top chord. The on of such connection device(s)of others.,'�l is the front I(F) lO 12) In the LOAD CASE(S) section, loads plplied to the ace of the noted as or back (B). Joaquin Velez PE No.68182 LOAD CASE(S) Standard MiTek USA, Inc. FL Cert 6634 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 6904 Parke East Blvd. Tanipa FL 33610 Uniform Loads (plf) Date: Vert: 1-3=70, 3-5=70, 2-9=20, 7-8=20, 6-7=-20 September 17,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51IM020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not e truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek' building design. Bracing prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSUTP11 Quality Crlterla, DSB-BS and SCSI Building Component 6904 Parke East Blvd. SetatylrNormatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 b russ Truss Type Qty Ply T21331572 �204615825 [EJ64 JACK -OPEN GIRDER 2 1 Jab Reference (optional) Builders FirslSource (Fort Pierce), Fort Pierce, FL - 34945, LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=174(F) 4=56(F) 15=2(F) u.24u s Mar y zuzu MI I eK mausmes, Inc. I nu sep 71 11:U3:1 b zudu raga z ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-Y6T80X_MBec8LMPtZi8F93jrYmhCm IyWo3Y6aMycl6t WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Atli-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITeke connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p q� building design. Breeing indicated Is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTele 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 ANSYM1 Qualfty Crifeda, DSB-99 and SCSI Building Component 6904 Parke East Blvd. SalefylMormaffon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss uss Type Qly Ply T21331573 2466825 G1 [M'ONOPITCHGIRDER 1 n L Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Sep 17 11:03:19 2020 Page 1 ID:U2gjK7ewtWMF6fnNG1DDzhdnl-011WDt?yuk?zW r6QfViHGOS97gVY9f01Hf6oycl6s -2-0-0 , 7-012 11-2-to 15e-0 2-0-0 7-D-12 4-1-14 4.5-0 m 2x4 d 6.00 12 3xB 4 3x6 11 HIU16 7x10 = Hluzn 8x12 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 TCDL 15.0 Lumber DOL 1.25 BC 0.39 BCLL 0.0 Rep Stress Incr NO WB 0.97 BCDL 10.0 Code F13C2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3'Except' 5-6: 2x8 SP 240OF 2.OE, 4-7: 2x4 SP No.2, 5-6: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-4-0 Max Horz 2=492(LC 21) Max Uplift 2=-1435(LC 8), 6=-2529(LC 8) Max Grav 2=3491(LC 1), 6=6108(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6653/2442, 3-4=-3406/1240 BOT CHORD 2-8=-2453/5802, 7-8=-2423/5722, 6-7=-1251/2983 WEBS 3-8=-1371/3508, 3-7=-3621/1549,4-7=-2164/5403,4-6=-51114/2145 HTU26 HTU28 414 = 4x6 = 4x6 = HTU26 Scale = 1:61.8 DEFL. in (]cc) Udefl Lid PLATES GRIP Vert(LL) 0.09 7-8 >999 240 MT20 2441190 Vert(CT) -0.15 7-8 >999 240 Horz(CT) 0.03 6 n/a n/a Weight: 278 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-14 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131'k3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 GC. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 cc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASIDE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=143t5, 6=2529. 7) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 20-1 Odxl 1/2 Truss) or equivalent at 7-0-12 from the left end to connect truss(es) to back face of bottom chord. 8) Use Simpson Strong -Tie HTU26 (20-1Od Girder, 11-1 0dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 cc max. starting at 9-0-12 from the left end to 15-0-12 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 `'QvIN ►V, '—, f J . 'DENS NO 68182 r � '0 ; CC :.-33 ' ST OF : it]' i i INAX- Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: September 17,2020 n u mpage., WARNING - Vedty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119P2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for on individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall building design.. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing np ,` • IYA���R is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the _ fabricabon, storage, delivery, erection and bracing of trusses and truss systems, see ANSYM1 Quality Cdterfa, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sarerylnformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21331573 2466825 G1 MONOPITCH GIRDER 1 n L Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=70, 2-6=20 Concentrated Loads (lb) Vert: 8=-2806(B) 7=1416(B) 6=-1202(B) 12=1416(B) 13=1261(13) a.240 a Mar 9 2UZU MI I eK InOustnes, Inc. I nu Sep 1 / 11:Ud:1 y zuxu Page z ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-011WDl7yuk7zW r6QfViHG0S97gVY9f0iHf6oycl6s WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M191-7473 rev. 6/19/2020 BEFORE USE. ���° Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members any. Additional temporary and permanent bracing ��'�°�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 ANS11TP11 QuaW Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safelylnforrrration available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job uss Truss Type Qty Ply ' T21331574 2466825 [Gr, JACK -CLOSED 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Sep 1711:03:20 2020 Page 1 ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-UVbvQDOcjCssbgZlg7AkEUp7kZN1E9ApFM1 CfFycl6r -2.1.0 i B-3.4 , 15.2-0 r 17.-- , 2.0.0 6-3-4 6.10.12 1-10.0 p1 2x4 14 d 5x12 i Scale = 1:51.6 5 3x8 = d 3x6 = 14 0 0 3x4 = lx4 11 �Ixn = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.10 2-9 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.24 2-9 >827 240 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.12 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wrnd(LL) 0.09 2-9 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 *Except* WEBS 5-13: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 14=Mechanical Max Horz 2=630(LC 8) Max Uplift 2=360(1_C 8), 14=363(LC 8) Max Grav 2=966(LC 13),14=807(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1058/112, 3-4=-337/0, 4-5=319/137 BOT CHORD 2-9=-414/957, 8-9=416/954, 7-8=177/527, 4-7=-393/286 WEBS 3-9=0/334, 3-8=866/367, 5-7=-370/776, 5-14=808/363 PLATES GRIP MT20 244/190 Weight: 116 lb FT = 20% Structural wood sheathing directly applied or 4-1-5 cc purlins, except end verticals. Rigid ceiling directly applied or 8-11-7 cc bracing. 1 Row at midpt 3-8 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf,, h=15ft; B=45ft; L=60ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=360, 14=363. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED hiITEK REFERENCE PAGE MII-7473 fev. 51IM020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design pare meters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing 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 ANSUM1 Quality Criteria, DSB-89 and SCSI Building Component SafmylMormallon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 IN �� •' G•E N S ,':i �. F •' 0' No 68182 3, S OF ••' '•,��SS,IO NA 1 I Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69M Parke East Blvd. Tampa FL 33610 Date: September 17,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Ply T21331575 2466825 G3 HALF HIP 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:03:21 202U Page 1 ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-yh9HeZ1 FUVJCg8EEghzniLlGznUzWryUOmmBhycl6q u -2.0-0 , 2-ao , bao 1-0-2 13-4-0 i 15 ao 15 0 1 2-s0 2410 2.4-0 2-a0 6-4.0 1-&0 0- - 1-1a0 4x6 = 5x12 = 6 7 3x8 = 3xB = 20 Scale = 1:46.2 LOADING (psf) TCLL 20.0 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 FBC2017ITP12014 CSI. TC 0.79 BC 0.49 WB 0.76 Matrix-SH DEFL. in (loc) I/defl Ltd Vert(LL) -0.16 3-14 >999 360 Vert(CT) -0.39 15 >513 240 Horz(CT) 0.21 20 n/a n/a Wind(LL) 0.26 3-14 >758 240 PLATES GRIP MT20 2441190 Weight: 120lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural.wood sheathing directly applied or4-11-6 oc purlins, 1-5: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-15: 2x6 SP No.2, 3-12: 2x4 SP M 31, 11-13: 2x4 SP No.3 WEBS 1 Row at midpt 5-12 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 20=Mechanical Max Horz 2=489(LC 8) Max Uplift 2=-375(LC 8), 20=-343(LC 8) Max Grav 2=980(LC 13), 20=776(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-420/0, 3-4=1801/457, 4-5=-1559/417, 5-6=-402/44, 6-7=287/136 BOT CHORD 3-14=747/1784, 13-14=-662/1503, 12-13=-701/1666 WEBS 5.14=7/525, 9-12=147/485, 6-9=-345/267, 5-12=-1297/569, 7-9= 417/866, 4-14=-325/103, 7-20=-778/343 Wind: ASCE 7-10; Vuft=160mph (&second Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf: h=151t; B=45ft; L=60ft; eave=7ft; Cat. �.P001 N gust) 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60ON . ...01 ' •., F �i� G E N S�`••.• 2) Provide adequate drainage to prevent water ponding. „� ,•��,� �� 3) All plates are 2x4 MT20 unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 68182 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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 joints) except (jt=1b) S F 2=375, 20=343. .0 O� •q R 1•� %11. �O N A11 J Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dater September 17,2020 WARNING -Verify design parameters and READ NOTES ON THS AND INCLUDED trllTEK REFERENCE PAGE M11-7473 rev. 6119/2020 BEFORE USE. Design valid for use only with MilrekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not Hit 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing prevent Isalways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the AYO�T fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANS11TP/1 quality Criteria, DSB49 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Truss Truss Type Qty Ply T21331576 �ob 466825 G4 Half Hip 1 1 Job Reference (optional) Builders FirstScurce (Fort Pierce), Fort Pierce, FL - 34946, 8' 240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:03:22 2020 Page 1 ID:U2gjK7ewtWMF6fn04jG1 DDzhdnl-Qtyrvl lFp6agzjQoYDCJvuU2N7DiOd5jgWJj7ycl6p 1 -1-0-0, 2A-0 7-10-0 13-0-0 1a4�0 153.4 1�10.j3 1-0-0 YHO 5-2-0 5-2-0 0 4- 1-11_-4 7 4 A 2x4 d JX4 = 6.00 12 5X6 = 5x12 = Scale = 1:40.8 LOADING (psf) TCLL 20.0 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 FBC2017rrP12014 CSI. TC 0.66 BC 0.97 WB 0.54 Matrix-SH DEFL. in (loc) Vdefl Ud Vert(LL) -0.18 12 >999 360 Vert(CT) -0.49 12 >378 240 Horz(CT) 0.17 17 n/a n/a Wmd(LL) 0.28 12 >662 240 PLATES GRIP MT20 2441190 Weight: 119 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins, 1-4: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 3-12,8-10: 2x4 SP No.3, 3-9: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 `Except' 6-16: 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-8-0, 17=0-3-8 Max Horz 2=435(LC 8) Max Uplift 2=-371(LC 8). 17=296(LC 8) Max Grav 2=928(LC 13), 17=681(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-372/0, 3-4=12911326, 4-5=-1397/505, 9-16=269/637, 6-16=269/637 BOT CHORD 3-11=-509/1205, 10-11=-153/316, 9-10=-161/322 WEBS 4-11=-576/367, 5-9=-631/328, 5-11=506/1275, 6-17=687/299 NOTES- live loads have been for this design. illi11111111111 VF�� I�♦ 1) Unbalanced roof considered oP&IN ' 2) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. Il; Ex C; Encl., GC r-0.18; MWFRS (directional); cantilever left and right exposed Lumber DOL=1.60 DOL=1.60 • •• �� , '�•\ C' E N ; plate grip 3) Provide adequate drainage to prevent water ponding. ,. 4) This truss has been designed far a 10.0 psf bottom chord live load nonconcurrent with any other live loads. NO 68182 •� 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 * jk will fd between the bottom chord and any other members. 6) Bearing atjoint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify •� capacity of bearing surface. �•,• S F 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Q ZZ ••.,0 ♦♦�S R k , ,�. ♦'���5 �� N A� `Y,;��`� Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 [late; September 17,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M)TEK REFERENCE PAGE Mll-7473 rev. 6119/2020 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 applicabllity, 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 r 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 ANSLITPlf 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 uss Truss Type Qty Ply T21331577 2466825 [Gr, HALF HIP 1 1 Job Reference (optional) Builders FirslSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Sep 17 11:03:23 2020 Page 1 ID: U2glK7ewtWMF6fn04jG1 DDzhdnl-v3H13F2V77ERS7lcLFkRs7RgInMgRVXFxKFtFZycl6o 2-0-0 2-8-0 610 0 11-0-0 13 4 0 15-10-8 2 0 0 243-0 4-21 4-2-0 2 4 0 2� 8 Bx8 = Scale = 1:41.4 5x12 = 4x8 = ST1.5x8 STP = 19 18 0 d N I¢ LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2017/TP12014 CS1. TC 0.63 BC 0.96 WB 0.43 Matrix-SH DEFL in (loc) Vdefl Ud Vert(LL) -0.17 10 >999 360 Vert(CT) -0.42 10 >439 240 Horz(CT) 0.20 18 nla n/a Wind(LL) 0.26 10 >703 240 PLATES GRIP MT20 244/190 Weight: 106 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except- TOP CHORD Structural wood sheathing directly applied or 6.9.14 oc purlins, 5-6: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 3-10: 2x6 SP No.2, 3-7: 2x4 SP No.1, 12-13: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except* 6-17: 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-8-0, 18=0-6-8 Max Horz 2=382(LC 8) Max Uplift 2=-392(LC 8), 18=277(LC 8) Max Grav 2=918(LC 13), 18=652(LC 13) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-383/0, 3-4=-1377/402, 4-5=620/198, 5-6=499/211 BOT CHORD 3-9=-548/1304, 8-9=-548/1304 WEBS 6-8=-259/620, 4-9=19/319, 4-8=-927/386, 6-18=-659/281 TES- NOWind ASCE 7-10; Vuit=160mph (3-secon d gust) Vasd=124mph; TC D L=5.0 psf,, BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cal. ,��P,QU IN ' •f.J II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 `�� ,� . • •.• E NS� •�,� 2) Provide adequate drainage to prevent water ponding. �� ; `••.• �,. 3) All plates are 2x4 MT20 unless otherwise Indicated. „ 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 6 8182' �; 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �• * '. will fit between the bottom chord and any other members. 6) Bearing at joint(s) 18 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. �•', $ O F 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) O , 2=392, 18=277. .* T ••• �L P •• \�,�� O •''IFS •.p R IV..-* C Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date. September 17,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED IdITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use onlywhh 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing t�iTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPl1 quality Criteria, DSB-99 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 206011 Tampa, FL 36610 Job Truss russ Type Qty Ply T21331578 2466825 G6 [HALFHIP 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:03:24 2020 Page 1 ID: U2giK7ewtWMF6fnO4jG1 DDzhdnl-NGgPGb37mQM 13HtpvzFgPKz2AisA_rOA_?QoOyci6n -2-0-0 2�-0 5-3-12 9 0 0 13A-0 15 10-8 2 0-0 2 8-0 2-7-10 3 8 6 4A-0 2.6-8 4x8 = 19 8x8 = 5x12 = ST1.5x8 STP = Scale=1:38.5 LOADING (psf) TCLL 20.0 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 FBC20171TP12014 CSI. TC 0.63 BC 0.90 WB 0.30 Matrix-SH DEFL. in (loc) Vdefl Lid Vert(LL) -0.13 10 >999 360 Vert(CT) -0.33 10 >549 240 Horz(CT) 0.16 18 nla n/a Wind(LL) 0.20 10 >920 240 PLATES GRIP MT20 2441190 Weight: 99lb FT = 20% LUMBER- BRACING - TOP CHORD • 2x4 SP M 31 'Except` TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins, 5.6: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-10: 2x6 SP No.2, 3-7: 2x4 SP No.1, 12-13: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except* 6-17: 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-8-0, 18=0-6-8 Max Horz 2=328(LC 8) Max Uplift 2=-409(LC 8), 18=260(LC 8) Max Grav 2=912(LC 13), 18=632(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-383/0, 34=1645/522, 4-5=879/300, 5-6=753/306 BOT CHORD 3-9=-629/1554, 8-9=-62911554 WEBS 6-8=-284/715, 4-9=35/270, 4-8=878/349, 6-18=-652/270 NOTES - Wind ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. left Lumber DOL=1.60 DOL=1.60 %%�`� � • • • F� �i� II; Exp C;. Encl., GCpi=0.18; MWFRS (directional); cantilever and right exposed ; plate grip 2) Provide adequate drainage to prevent water ponding. ,0 , G E N ; ,•'�,� `S�t`'•, �„ 3) All plates are 2x4 MT20 unless otherwise Indicated. i 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 68182 �. •� 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) Bearing at Joint(s) 18 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify •�• capacity of bearing surface. S OF .' 441 Z 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) O ,• 2=409, 18=260. .•�,,11 T� �,•\�,�'► Q Joaquin Velez PE No.68182 MiTek USA, Inc. FL Gert 6634 GM Parke East Blvd. Tampa FL 33610 Date: September 17,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED fdITEK REFERENCE PAGE 1.1II-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ��`r�,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?Plf Quality Crllerte, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safelylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply T21331579 2466825 G7 HALF HIP 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 Mrrek Industries, Inc. Thu Sep 17 11:03:25 2020 Page 1 ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-rSOnUw4lXkU9hRS?TgmvxYWzCal2vOSYPekzKSyci6m -2-0-0 2.8-0 , 7-0-0 , 134-0 154%8 2-0.0 2� 0 4-4.0 6-4-0 2 6A 4x6 = 17 6x8 = 5x12 = ST1.5x8 STP = Scale = 1:33.1 LOADING (psf) SPACING- 2-D-0 CSI, DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.19 3-10 >979 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.45 3-10 >406 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(CT) 0.21 16 n/a n/a BCDL 10.0 Code FBC2017IrP12014 Matrix-SH Wind(LL) 0.27 3-10 >683 240 Weight: 86 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except* TOP CHORD Structural wood sheathing directly applied or 2-2-1 cc purlins, 4-5: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 3-11: 2x6 SP No.2, 3-8: 2x4 SP No.1, 7-9: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except* 6-15: 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-8-0, 16=0-6-8 Max Horz 2=275(LC 8) Max Uplift 2=-424(LC 8), 16=-245(LC 8) Max Grav 2=899(LC 13), 16=632(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-383/0, 3-4=1258/408, 4-5=-11251431 BOT CHORD 3-10=-440/1125, 9.10=-98/265, 8-9=-96/317 WEBS 5-10=-351/928, 5-16=-699/282 NOTES- ��I11.111►11/! Wind: ASCE 7-10; VuI1=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=151t; B=45ft; L=60ft; eave=7ft; cat. ��.PQUIN V�c���i,� 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ,4,� ,� . •, G E ' •., F� �i� 2) Provide adequate drainage to prevent water ponding. �� ; • \ S�`�•.• �� 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 No 6 81 82 will fit between the bottom chord and any other members. 5) Bearing atjoint(s) 16 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) e �% S r F 2=424,16=245. � O . 'tf ONA1-� �'. 1lIII11 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa.FL 33610 Date: September 17,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 611MO20 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 m�yA�'r��• 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 I V Ii 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 ANSITP11 DuaW Criteria, DS"9 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 uss Truss Type Qty Ply T21331580 2466825 [Gr8 HALF HIP GIRDER 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTeK Industries, Inc. Thu Sep 17 11:03:27 2020 Page 1 ID: U2gjK7ewtWMF6fnO4jG1 DDzhdnl-nrWYuc573LktwlbNa5oNOzblROkdNLKrsyD4OLycl6k -2-110 2 8-0 5-0-0 10-1-10 13-0-0 , 15-10 8 2-0-0 2 B-0 2-0-0 5-1-10 3-2.6 2 6 8 5x8 i NAILED 6x12 MT20HS = NAILED NAILED 3x4 = NAILED NAILED ST1.5x8 STP = Scale = 1:32.8 LOADING (psi) TCLL 20.0 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 FBC2017frP12014 CSI. TC 0.88 BC 0.89 WB 0.31 Matrix-SH DEFL. in Vert(LL) -0.10 Vert(CT) -0.24 Hcrz(CT) 0.12 Wind(LL) 0.16 (loc) Vdefl Ud 13 >999 360 13 >752 240 18 n/a n/a 13 >999 240 PLATES MT20 MT20HS Weight: 176 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 4-6: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-13: 2x6 SP No.2, 8-10: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except' 4-12: 2x8 SP 240OF 2.0E OTHERS 2x4 SP No.3 `Except' 6-17: 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-8-0, 18=0-6-8 Max Horz 2=221(LC 8) Max Uplift 2=-526(LC 8), 18=362(1_C 5) Max Grav, 2=1155(LC 29). 18=940(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=-541/109, 3-4=-2505/885, 4-5=-2308/850, 5-6=-2195/851 BOT CHORD 3-12=-850/2308, 11-12=-851/2195, 1D-11=-175/458, 9-10=206/537 WEBS 4-12=104/509, 5.12=-151/359, 5-11=521/300, 6-11=-709/1819, 6-18=1248/496 `,`,���T111//���,,' NOTES- ,,�%OP,QU N V. �I 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: `� . • G E N Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. F•••• Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2xB - 2 rows staggered at 0-9-0 oc. ` % • No 68182 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. q y 4) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=6011; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 O••, S OF •' 5) Provide adequate drainage to prevent water ponding. i� ,(\ ••• �` Q �`. �� 6) All plates are MT20 plates unless otherwise indicated. �j '• 0 F3' �•••• �� 7) All plates are 2x4 MT20 unless otherwise indicated. �i� ss� • � � % ive loads. 9) Thistruss sttruss has been designed fora lie : load of 20ps onl the bottom chord n all areas wheve load ncnconcurrent with any lrer l e arectangle 3-6-0 tall by 2-0-0 wide ���,,� N A� ►����� will fit between the bottom chord and any other members. Joaquin Velez PE No.68182 10) Bearing atjoint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify MiTek USA, Inc. FL Ceit:6634 capacity of bearing surface. 6904 Parke East Blvd. Tampa FL 33610 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Date: 2=526,18=362. September 17,2020 12) "NAILED" indicates 3-1 Old (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 3orrunue _ -pag 12 WARNING -Verify design parametersand 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 my building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addhicnal temporary and permanent bracing MiTek Is ahvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSbTPl1 Quafity Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/nformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Oty Ply T21331580 2466825 G8 HALF HIP GIRDER 1 n L Job Reference o tional Builders FirslSource (Fort Pierce), Fort Pierce, FL - 34945, C.Z4V b mar `J 262u Mr1 UK uruubumb, 111u. 11lu oup I! r 1-a-1 cwcw raav c ID:U2gj K7ewtWMF6fn04jG1 DDzhdnl-trWYuc573LktwlbNa5oNOzblROkdNLKrsyD4OLyciSk NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 328 lb down and 214 lb up at 5-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pli) Vert: 1-3=70, 3-4=-70, 4-6=70, 2-13=20, 3-10=-20, 7-8=20 Concentrated Loads (lb) Vert: 4=-55(F) 6=-67(F) 9=35(F) 12=57(F) 19=40(F) 20=40(F) 21=-40(F) 22=-40(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEbill-7473 rev. 51912020 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 miss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTei(' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see AMSYM1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safelylydormatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21331581 2466825 HJ1 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce,.FL- 34945, 8.24U s Mar 9 2UZU MI I eK inaustnes, Inc. I nu Sep it i i=:26 2020 rage I ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-F14w6y6egflkYuAa8pKcZABSxoGc6sT_5czexnycl6j -0.3-0 -2-11-8 -o• 2-7-1 2-7-14 B 2-7-1 0-3-0 Scale = 1:12.4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.00 3-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 3-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-P Wind(ILL) 0.00 3 — 240 Weight: 18 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 3=1-5-0, 5=Mechanical Max Horz 3=106(LC 8) Max Uplift 4=306(1_C 17), 3=309(1_C 8) Max Grav 4=332(LC 24), 3=575(LC 28), 5=51(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7 NOTES- 1) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCD1.=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonccncurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=306,3=309. 6) "NAILED" indicates 3-1Od (0.148"xT) or 2A2d (0.148"x3.25") toe -nails per NDS guidlines. 7) 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: 14=70, 3-5=20 Concentrated Loads (lb) Vert: 8=204(F=102,B=102) A 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 MrrekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSNTF11 Quality Criteria, DSB-e9 and BCSI Building Component SateV information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 �11/1111J1I� `,�`�� PQUI N �0 ........ • No 68182 .� S OF ♦ •t,. ♦ V Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date. September 17,2020 m� MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job russ Truss Type Qty Ply T21331582 2466825 [HJ4 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 6.24U s Mar s ZUZU Mi I eK Inaustnes, Inc. I nu sep i / i rus:za zuzu rage i ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnIlDeIJ17Gbz7aA21mWrr5OhjrBUgrJj7KGiBTDycl6i -2-11.6 7-8-9 2-11 6 7-8-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.11 3-6 >826 360 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.25 3-6 >350 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) -0.16 3-6 >537 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 JOINTS SLIDER Left 2x4 SP No.2 3-8-8 REACTIONS. (size) 5=Mechanical, 3=0-10-15, 6=Mechanical Max Horz 3=203(LC 8) Max Uplift 5=-220(LC 8), 3=388(LC 8) Max Grav 5=397(LC 29), 3=862(LC 28), 6=208(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-313/121 NAILED Scale = 1:21.8 PLATES GRIP MT20 244/190 Weight: 39 lb FT = 20% Structural wood sheathing directly applied or 6-D-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Brace at Jt(s): 8 NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads. 3) • 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 chard and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 5=220,3=3B8. 6) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148"X3.25") toe -nails per NDS guidlines. 7) 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 (pif) Vert: 1-5=-70, 3-6=-20 Concentrated Loads (lb) Vert: 9=213(F=107, B=107) 10=91(F=46, B=46) 13=52(F=-26, B=26) 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 MTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSbTP/f Quality Criteria, DSB-89 and BCS/ Building Component Safety/Mormatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 `��ttttr ur►�►► IN V F�►�ii� No 68182 � r � r 4 r S , OF : 44/ ���SSIO N AX_ ��G ►►►111 macro Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; September 17,2020 MiTek7 6904 Parke East Blvd. Tampa, FL 36610 b uss Truss Type Qty Ply T213315t33 �20466825 [HrJS DIAGONAL HIP GIRDER 3 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, B.z4U s mar B zuzu mi i eK inausmes, inc. I nu oep i i I i:uo:au zuzu rage -1 ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-BQCgXe8uMG7RnCKyGDM4ebDggbt0amzHYwSk?gycl6h -2-11.6 3 7-0.2 2-8-6 7-0-2 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.13 3-6 >589 240 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.17 3-6 >454 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER- I I I BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 JOINTS SLIDER Left 2x4 SP No.2 3-4-1 REACTIONS. (size) 5=Mechanical, 3=0-10-15, 6=Mechanical Max Horz 3=189(LC 8) Max Uplift 5=136(LC 8), 3=377(LC 8) Max Grav 5=253(LC 28), 3=815(LC 28). 6=102(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-287/112 Scale = 1:19.9 PLATES GRIP MT20 244/190 Weight: 37 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Brace at Jt(s): 8 NOTES- 1) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=5:Opsf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II: Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjolnt(s) except (It --lb) 5=136, 3=377. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148'10.25") toe -nails per NOS guidlines. 7) 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: 1-5=70, 3-6=-20 Concentrated Loads (lb) Vert: 9=213(F=107, B=107) WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a loos system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criteria, DSB-89 and BCSI Building Component SaletylMormafion available from Truss Plate Institute, 2670 Crain Highway, Sulte 203 Waldorf, MD 20601 PpUIN ,O .•GEfV3 No 68182 � r -33: S OF i i k Joaquin Velez PE No.68182 MiTek USA, Inc. FL Gen 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 17,2020 pp p q�p� IYI� eW 6904 Padre East Blvd. Tampa, FL 36610 Job Truss Type Qty Ply T21331584 2466825 [rJuss 7 DIAGONAL HIP GIRDER 2 1 Job Reference o tional nuaeers FirsiSource (Fort Pierce), Fort Pierce, rL - 5gb40, 6.240 b Mar a LULU w111 UK a1Uusiduu, n,G. 1 HU OUP 11 1 1*WO' JJ 4— rage , ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-c7tp9gAmfBVOeg3XxMvnGErJwpoAnOgEugOcycl6e i 5.1-9 9-10-1 2-8-6 0-3 5.1-9 4.M 5 Scale = 1:25.5 NAILED NAILED 13 4.24 12 NAILED 3x4 NAILED 4 12 A NAILED ch NAILED 11 2x4 II 3 2 d 3x4 7�- a S 14 15 8 18 4 II B 1 NAILED NAILED 2x4 II NAILED 7 8 3x8 NAILED NAILED NAILED 3x4 = 6-1-9 9-10-1 5-1-9 4.8.8 Plate Offsets (X Y)— [3:031 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.11 3-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) 0.07 3-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 50 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-14 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 10 OTHERS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 3=0-10-15, 7=Mechanical Max Horz 3=243(LC 8) Max Uplift 5=-105(LC 8), 3=415(LC 8), 7=-89(LC 8) Max Grav 5=159(LC 28), 3=976(LC 28), 7=381(LC 29) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1163/211 BOT CHORD 3-8=-272/822, 7-8=-272/822 WEBS 4-7=-885/293 NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=105, 3=415. 6) "NAILED" indicates 3-1 Od (0.148"xW) or 2-12d (0.148"x3.25") toe -nails per NOS guidlines. 7) 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: 1-5=70, 3-6=20 Concentrated Loads (lb) Vert: 11=213(F=107, B=107) 13=33(1`=16, B=16) 16=36(F=18, B=18) WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED tdITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valld for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 QualHy Crltedo, DSB-89 and BCSI Building Component Safety Intormallon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ititI1l►11i'll, N �`� �O . • BEN No 68182 r Q'.• ST OF :'J .��,'ss10 N A % Itlll Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 fV GIC 6904 Parke East Blvd. Tampa, FL 36610 Job russ Truss Type Oty Ply T21331585 2466825 [HJ22 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Builders Flrstbource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 S Mar V "LULU MI I eK Indusdles, Inc. I nu Sep 7 / 11:U3:zt1 zuzu vage 1 ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-F14w6y6egftkYuAa8pKcZABSXoGT6sT 5czexnycl6j -2-11-6 3-03-0-12 2-0-6 4m 3�12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.00 3-5 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 3-5 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Wind(LL) 0.00 3 — 240 LUMBER- BRACING - TOP CHORD 2x4 SIP No.1 TOP CHORD Structural wood sheathing directly applied or 3-0-12 cc purlins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SIP No.3 JOINTS 1 Brace at Jt(s): 7 Scale = 1:13.2 PLATES GRIP MT20 2441190 Weight: 20 lb FT = 20% REACTIONS. (size) 4=Mechanical, 3=0-10-15, 5=Mechanical Max Horz 3=115(LC 8) Max Uplift 4=-258(LC 17), 3=-354(LC 8) Max Gra , 4=260(LC 24), 3=655(LC 28), 5=53(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 4=258, 3=354. 6) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NOS gufdlines. 7) 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 (pff) Vert: 14=70, 3-5=20 Concentrated Loads (Ib) Vert: 8=213(F=107,E=107) A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicabllity 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 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, DSB49 and BCSI Building Component So" Information available from Truss Plate Inslitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 111111111111 ,%%%,,�0` P(�U IN VF�� , N6 68182 S r OF ' J i s f�NA) *% E� Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa.FL 33610 Date: September 17,2020 WOW 6904 Parke Fast Blvd. Tampa, FL 36610 Job ussrussType Dili7p,yl T21331586 2466825 51 [HJ DIAGONAL HIP GIRDER 1Reference o tfonal Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Sep 17 11:03:32 2020 Page 1 ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-8oJRyK98uuN91 WULNeOYjOJF7PYv2fga0Exr4Yycl6f .2-11.6 3.7-12 7-0-2 2.8-6 W. 3-7-12 3-4-6 Scale = 1:19.9 5.11.2 3-7-11 3-7,12 §: 12 Sr&'13 r 7-0-2 3-7-11 1 1-1. -0� 1 0.2E Plate Offsets (X Y)- [3:0-1-4 0-2-8] [5:0-2-0 0-2-5] LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (]cc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.21 8 >379 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.23 8 >346 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.09 7 file n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-SH Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing, Except: 5-10: 2x4 SP M 31 10-0-0 cc bracing: 8-9. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 12 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.2 1-6-0 REACTIONS. (size) 6=Mechanical, 3=0-10-15, 7=Mechanical Max Horz 3=189(LC 8) Max Uplift 6=-82(LC 8), 3=-375(LC 8), 7=28(1_C 8) Max Grav 6=152(LC 28), 3=821(LC 28), 7=200(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-625/282 BOT CHORD 3-10=-146/259, 5-10=-302/551 NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for 10.0 bottom chord live load nonconcurrent with any other live loads. N a psf 3) • 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 ,��� PQu . • ... • ,`� ,Q • N S '�,� will fit between the bottom chord and any other members. `� ; �'•,� 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) 6, 7 except Qt=lb) 3=375. No 68182 r r 6) "NAILED" indicates 3-1Od (0.148"x3') or 2-12d (0.148"x3.25) toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). .� O F ' IIJ LOAD CASE(S) Standard OS 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 .►� ,�'.• A, Q ; • � �~ Uniform Loads (plf) _ _ S7 20 ���` '••• Q R 1 'Cc•' C?\ Concentrated N Ai 1� Vert 13=213(F) 107, B 107) 16 9(F 4, B=4 `����,, Joaquin Velez PE No.68182 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 WARNING - Vedly 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 Mrrek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing pp I VIA 1T �• � is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Crlterla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lMormaaon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Truss Truss Type City Ply T21331587 JJob 2466825 K1 ROOF SPECIAL GIRDER 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:03:34 2UZU Page 1 ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnIABRBM7BPQVdtGpekV3QOoROY1 CBBWU2sTYQy8Rycl6d 2 0-0 2-23 6-2-8 , _ 12-6-0 2-0.0 2-21 4-0-0 63-8 Scale = 1:29.1 2-2-8 4-0-0 6-M Plate Offsets (X Y)— 13:0-6-0 D-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.06 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.15 6-7 >971 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Wind(LL) 0.06 7 >999 240 Weight: 69 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 WEBS REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Harz 2=310(LC 8) Max Uplift 6=-247(LC 8), 2=-485(LC 8) Max Grav 6=588(LC 28), 2=813(LC 28) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-925/403, 34=1475/409 BOT CHORD 2-8=476/815, 7-8=-471/817, 6-7=588/1548 WEBS 3-7=-382/994, 4-6=-1534/579 Structural wood sheathing directly applied or 4-8-9 oc purlins, except end verticals. Rigid ceiling directly applied or 7-8-0 oc bracing. 1 Row at midpt 4-6 NOTES- 1) Wind: ASCE 7-10; VUK=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf: h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=247, 2=485. 7) "NAILED" indicates 3-1Od (0.148"xV) or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 322 lb down and 357 lb up at 2-2-8 on top 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 (pit) Vert: 1-3=70, 3-4=70, 4-5=70, 2-6=20 Concentrated Loads (lb) Vert:3=153(B) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED hl]TEK REFERENCE PAGE MII-7473 rev. M912020 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 andlor 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 fabdcaeon, storage, delivery, erection and bracing of trusses and truss systems, see ANS1,fPI1 Quality Criteds, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ,,�111111111���I'' N 01 ......... VFW �i No 68182 STAM4 � OF 41 i %,.O�S�L O R , Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 17,2020 MiTiek7 6904 Parke East Blvd. Tampa, FL 36610 Jab Truss Truss Type Qty Ply T21331588 2466825 K2 ROOF SPECIAL 1 1 Jab Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 2-0-0 M d 2x4 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 1711:03:35 2020 Page 1 LOADING (PSI) SPACING- 2-0-0 CSI. DEFL_ in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.12 6-7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.24 6-7 >594 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Wind(LL) 0.03 6-7 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=310(LC 8) Max Uplift 6=-220(LC 8), 2=-361(LC 8) Max Grav 6=554(LC 13), 2=735(LC 13) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-822/137, 34=657/145 BOT CHORD 2-7=-243/678, 6-7=277/644 WEBS 4-6=-700/308 Scale = 1:29.1 n 1h N PLATES GRIP MT20 244/190 Weight: 68 lb Fr = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid Ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf: h=15ft; 8=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ot=lb) 6=220, 2=361. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5MM020 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 .truss system. Before use, the building designer must verify the applicabllity 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSU7Plf Quality Criteria, DSB-99 and SCSI Building Component Salary Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ,%%,%%i1171111"'1.# •'GENS•.c'��.,, No 68182 .O• S c '1`1 ONAN'to% "'11111111101 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; September 17,2020 HV MiTek- 6904 Parke East Blvd. Tampa, FL M10 Job russ Truss Type City Ply T21331589 2466825 [K3 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fart Pierce, FL - 34945, 8,240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:03:35 2020 Page 1 ID: U2gjK7owtWMF6fn04jG1 D Dzhdnl-YN7ZaLB1 BplkuzDw2nyFLfxlFcaNFzxOiC9Vhtycl6c -2-0-0 6-2-8 10-2-8 12-0-0 2-T 6.2-8 4-0.0 2-38 M d 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.57 Vert(LL) -0.03 5-6 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.07 2-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Wind(LL) 0.02 2-6 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-B-0 Max Horz 2=253(LC 8) Max Uplift 5=-203(LC 8), 2=-378(LC 8) Max Grav 5=523(LC 1), 2=749(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-717/164, 3-4=-551/198, 4-5=-469/224 BOT CHORD 2-6=-206/556 WEBS 4-6=-197/574 2x4 11 Scale = 1:31.0 44 = r- 6 oS PLATES GRIP MT20 244/190 Weight: 69 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (&second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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. 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 Ito uplift at joint(s) except (jt=lb) 5=203, 2=378. 01 Oki IN .•'.GENg No 68182 � r r-r X S OF : w Joaquin Velez PE No.68182 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 WARNING -Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. - Design valid for use only with MiTek®wnnectors. This design Is based only upon parameters shown, and Is for an Individual building component, not - .truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall i S r1 Tr building design. Bracing Indicated is to prevent buckling of individual tmss web and/or chord members only. Additional temporary and permanent bracing i IYO�•reM1• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding thefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/fP11 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 T21331590 2466825 4 HALF HIP 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 6.240 S s Mar 9 2u2u MI I ex inoustnes, Inc. I nu ep 1 / 11:UJ:m LULU rage i ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-OaZynhCfy61bV7o6cUTUusTxaOvw RU9xsv3DJycl6b -2.0-0 4-4-8 8-2-8 _ 12-6-0 2-0.0 448 3-10-0 4-3-8 4x6 = 2x4 3x4 = Scale = 1:30.0 B-2-8 1438 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.09 2-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.18 2-7 >797 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-SH Wind(LL) -0.04 2-7 >999 240 Weight: 72lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=307(LC 8) Max Uplift 6=-219(LC 8), 2=362(LC 8) Max Grav 6=528(LC 13), 2=759(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-776/195, 3-4=470/106, 4-5=380/137, 5-6=-503/218 BOT CHORD 2-7=-307/687 WEBS 3-7=-343/186, 5-7=-1871535 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=219, 2=362. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE hill-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTeklD 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 propedy Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcallon, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pl1 Quality Criteria, DSB49 and SCSI Building Component Safmy Informadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 PpUIN VF�����i i • No 68182 cc Z ' S OF 14/ AN N Ail Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; September 17,2020 WOW 6904 Parke East Blvd. Tampa, FL 36610 Job russ Truss Type Qty Ply T21331591 2466825 [K5 HALF HIP 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Sep 1711:03:37 2020 Page 1 ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-Um7K?l DHiQ?S7HMIAC, jQ406KQGmjs9J9Weclmycl6a 2 0 0 6-4-8 10-2 8 12 &-0 , 2-D-0 6-48 3-10_0 2-3-8 5x6 = 2x4 II Scale = 1:36.0 2x4 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (]cc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.03 6-7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.07 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Wind(LL) 0.02 2-7 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=361(LC 8) Max Uplift 6=-240(LC 8), 2=341(LC 8) Max Grav 6=560(LC 13),2=761(LC 13) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-723/90, 3-4=-754/241 BOT CHORD 2-7=-249/626 WEBS 3-7=-437/290, 4-7=-262/724, 4-6=-490/243 PLATES GRIP MT20 2441190 Weight: 75 lb FT = 20% Structural wood sheathing directly applied or 6-0.0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuN=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It --lb) 6=240, 2=341. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6119/2020 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 a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSr Building Component Sefmylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 PpU IN V F� �O 'GENg- '�.c'���. • No 68182 • .O•• S f-C F F Joaquin Velez PE No.68182 MITek USA, Inc. FL Ceft 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 WSW 6904 Parke East Blvd. Tampa, FL 36610 Job Truss russ Type Qty Ply T21331592 2466825 �1<6 [HALFHIP 3 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:03:37 2020 Page 1 ID:U2gj K7ewtWMF6fnO4jG1 DDzhdnl-Um7K71 DHiQ7S7HMIACJQ4067QGnjnrJ9Weclmyclsa -2-0.0 6�4-B 12-2-B 12r6�0 2-0.0 6-4-8 5-10-0 0 2x4 II am 171-1 4 rn 2x4 Scale = 1:37.6 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.03 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.07 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wtnd(LL) -0.02 2-6 >999 240 Weight: 70 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0 Max Horz 2=417(LC 8) Max Uplift 5=-267(LC 8), 2=314(LC 8) Max Grav 5=604(LC 13), 2=755(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=735/45 BOT CHORD 2-6=271/656, 5-6=-273/653 WEBS 3-6=0/276, 3-5=-730/303 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuK=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=267,2=314. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511912020 BEFORE USE. Design valid for use only with 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 applicabllity, 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 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/7P11 quality Criteria, DSB-89 and BCS1 Building Component Safety LNormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 I1111tit Q,UIN VF��.. .• �GENS .C'���i No 68182 ' p•� ST OF � J Joaquin Velez PE No.68182 MTTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 HV 11 WOW 6904 Parke East Blvd. Tampa, FL 36610 Job Truss s Type 0ty Ply T21331593 2466825 K7 [MMOSNOPITCH 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Sep 17 11:03:38 2020 Page 1 ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-zyhiCNEvTk7JIRxVkvVyzHYGkgehSMFSOA09HCyci6Z -2-0-0 6-4-8 12.6-0 _ 2-0-0 6.4.8 6-1-8 6.00 12 2x4 Scale - 1:40.9 STP x = = 2x4 II 7 6- 3x4 = 5 54-0 6-0 8 , 12-M _J 5-4-0 1 0 8 6-1-8 Plate Onsets (X Y)- (3.0-3.0 D-3-0) LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.03 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.07 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) -0.00 5 file n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Wind(LL) -0.01 2-7 >999 240 Weight: 70 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-2-0 except (jt=length) 2=0-8-0, 7=0-3-8. (lb) - Max Horz 2=417(LC 8) Max Uplift All uplift 100 lb or less at joints) 7 except 5=1173(1_13 8), 2=-230(LC 8), 6=234(1_C 8) Max Grav All reactions 250 lb or less at joints) 7 except 5=296(LC 13), 2=451(LC 1), 6=567(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-476/266 NOTES- 1) Wind: ASCE 7-10; VuB=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf,, h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed.; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 7 except Ut=lb) 5=173,2=230,6=234. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with 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 building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pl1 Quality Criteria, DSB-99 and BCSI Building Component Sarety/ntormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 11IIiIIit, ��. PQUIN VET �.. No 68182 4 (yam � r • cw • :• ST r OF •.IIJ: I Al s /O N A� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6W4 Parke East Blvd. Tampa FL 33610 Date. September 17,2020 iinl eW 6904 Parke East Blvd. Tampa, FL 36610 Job uss Truss Type Oty Ply T21331594 2466825 [Kr9 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fart Pierce, FL - 34945, 4-" 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:03:39 2UZU 6.00 12 5X8 = 3x4 I l 4 13 5 LVJL9 axe II 7X10 = Luaty vxwmr<uno — 7X1D ST1.5xB STP = LUS24 3X6 I I LUS24 LUS24 LUS24 ST1.5X8STP = 7x10 = Scale = 1:41.e LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.07 9 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.17 7-9 >999 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Wind(LL) 0.11 7-9 >999 240 Weight: 149 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-1 cc purling, BOT CHORD 2x6 SP No.2 *Except* except end verticals. 6-8: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 5-10.2 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-7 1-1 1,5-6:2x6 SP No.2, 4-7,1-10,3-10: 2x4 SP No.2 2 Rows at 1/3 pts 4-6 REACTIONS. (size) 11=0-8-0, 6=0-8-0 Max Horz 11=107(LC 8) Max Uplift 11=-1227(LC 8), 6=-1382(LC 8) Max Grav 11=2769(LC 1), 6=2862(LC 25) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-11=-2517/1126, 1-2=-2363/1038, 2-3=2363/1038, 3-4=-2235/1003 BOT CHORD 9-10=-1541/3280, 7-9=-1528/3245, 6-7=-977/2029 WEBS 3-9=-382/1011,3-7=-1848/828,4-7=1282/2825,4-6=-2951/1417, 2-10=-3081220, 1-10=-1455/3321,3-10=-1304/563 NOTES- ,��11'11111 1) n0.18o left ;Lumber DOL11 60 OL=1.607n, Oat V�< I,, 11; Exp CS Encl, G pi MWFRS (directional); cantilever and right exposed plate grip 2) Provide drainage to water ♦`♦,OP�u!N' •• adequate prevent ponding. 3) All plates are MT20 plates unless otherwise indicated. ♦ ♦ , C' N S' 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. No 68182 .. * ;• •; ik 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it --lb) ;r 11=1227,E=1362. -13 •:• 7) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at ST OF .• 2-3-4 from the left end to 16-3-4 to connect truss(es) to front face of bottom chord.•jV Z. ••• 8) Fill all nail holes where hanger is in contact with lumber. face truss front back r� T TL O Q ; \�♦♦♦ O 9) In the LOAD CASE(S) section, loads applied to the of the are noted as (F) or (B). (� Fj ♦♦ AD N A11 � .�` )St andard 1 Dead ad + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 11111111 Uniform Loads (plf) Joaquin Velez PE No.68182 Vert: 1-3=70, 3-4=70, 4-5=70, 6-11=20 MiTek USA, Inc. FL Cert 6634 Concentrated Loads (lb) 6904 Parke East Blvd. Tampa FL 33610 Vert: 9=-503(F) 10=503(F) 14=-480(F) 15=503(F) 16=503(F) 17=-503(F) 18=-503(F) 19=503(F) Date: September 17,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 611912020 BEFORE USE. Design valid for use ontywith M1rekS connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not le�f1�st a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall design. Bracing Indicated Is to buckling of Individual truss web and/or chord members onty. Additional temporary and permanent bracing k• building prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the IYf (I�vl fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSITPII quality Criteria, DSB-e9 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 T21331595 2466826 L1 ROOF SPECIAL GIRDER 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 6.240 s Mar 9 2UZU MI I eK Inousines, Inc. I nu bep 1 / 11:u3:41 LULU rage i ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-NXMrgPGomfVucug4P12fbwAkslYQfc5u4ScquXycl6W -1•i-0 2-2-8 0-9 7-3•e 11.6•e 2-4-8 14-7-0 15•ti-0 1-1-0 2-2.8 10.0 4.3.0 43.0 10.0 2-2•e 1-1-0 46 = 2x4 11 0 A 18 17 11 25 10 Scale = 1:46.4 3x6 11 7x10 = 7x10 = 3x6 II ' HTU26 HTU26 124-8 HTU26 2-2� 738 1138 11 1 14-7-0 2-2� 430 4J-0 0-0 2-2-8 0-4-0 O80 Plate Offsets (X,Y)— [2:0-2-0,0-1-8], [3:13-0-12.0-1-12], [7:0-0-12,0-1-12], [8:0-2-0,0-1-B], [10:0-4-8,0-1-8], [11:Edge,0-4-4], [13:D-3-8,0-3-0], [15:0-3-8,0-3-0], [17:Edge,0-4-4], 118:0-4-8 0-1-8j LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.00 14-15 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.01 14-15 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.55 Horz(CT) -0.02 13 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Wind(LL) -0.01 14-15 >999 240 Weight: 256 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP M 31 'Except except end verticals. 17-18,10-11: 2x6 SP No.2, 12-16: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 `Except` 10-0-0 oc bracing: 16-17,11-12. 2-18,8-10: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 13=0-8-0, 15=0-8-0 Max Horz 15=662(LC 7) Max Uplift 13=-699(LC 8). 15=-1679(LC 8) Max Grav 13=1804(LC 18). 15=3993(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-38811040, 3-4=-2164/4082, 4-5=-716/1359, 5-6=718/1363, 6-7=-1266/2551, 7-8=-226/704,2-18=-672/1657,8-10= 41311062 BOT CHORD 16-17=-663/2017, 3-16=-820/2055, 15-16=-2145/1853, 14-15=-3973/2417, 13-14=-279411543, 12-13=1974/1111, 11-12=-447f774, 7-12=-444/878 ,1111111./.,f�I WEBS 414=149012888, yFj �e 4-15=-2064964,3-15=-2583/1232 2117=-856/278?8-11='590/369 ��oPQUIN .,.., I ' G E N S4 . 10i NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xVI nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. No 6 818'2 !, Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.4-0 oc, 2x4 - 1 row at 0-9-0 oc. ,�• Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to "O ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3 S 0 F ' 3) Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-10; Vuh=160mph Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. lVIJJ� 4) (3-second gust) 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber ; � O P •• `�� �r O i 1 \� L=1.60 plate grip tIIO for bottom chord live load live has been eisigned TTOhishis rtruss rin 11 A110% forned epsf has been dss a live load of 20.0psf on the bottom chord all areas where arectangle 3-6-0 tall by 2-0-0 wide 6) will fit between the bottom chord and any other members. Joaquin Velez PE No.68182 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) Welk USA, Inc. FL Cert 6634 13=699, 15=1679. 69M Parke East Blvd. Tampa FL 33610 8) Use Simpson Strong -Tie HTU26 (20-1Od Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 11-8-8 oc max. Date: starting at 0.2-12 from the left end to 13-9-4 to connect truss(es) to back face of bottom chord. September 17,2020 9) Fill all nail holes where hanger is in contact with lumber. 9G6ni ni ued=on. LOf 19,,MR vAA PaqFA$arameters and READ NOTES ON THIS AND INCLUDED IdITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. - Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the appficabillly of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing �A prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the i V 4j'�e�• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB-89 and SCSI Building Component 6904 Padre East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21331595 2466825 L1 ROOF SPECIAL GIRDER 1 Jab Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-5=70, 5-8=70, 8-9=70, 17-18=-20, 12-16=20, 10-11=20 Concentrated Loads (Ib) Vert: 18=-1435(B) 17=-1427(B) 25=-1279(B) 8.240 s Mar 9 202U MTBK Industnes, Inc. Tnu Sep 17 11:03:41 ZUZU Page 2 ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-NXMrgPGomfVucug4P12fbwAkslYQfc5u48cquXycl6W WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511 RI2020 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 r�{ ,` building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mi lei il' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcadon, storage, delivery, erection and bracing of trusses and truss systems, see ANSYMI quality Cdterta, DSB49 and SCSI Building Component 6904 Parke East Blvd. Saletyinformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job n1S9TrussType QtyPlyT21331596 2466825 [L2 HIP 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:03:42 2020 Page 1 ID:U2gjK7ewtWMF6fnO4jG1 DDzhdni-dwD2kHQXydkE2FGzlau77jy7RycO6v2JoMNQzyc16V -2-1-0 1-311 6.11-0 7-8-0 12-4.8 14-7-0 , 16-7-0 2-1-0 1 311 5-75 0 9 0 4-8-8 2-2 8 2-0 0 44 = 4x8 = 4 5 6.00 12 3x4 i I I I I \\ 64 Q Scale = 1:35.5 u IJ N I,. n 1 13 " 11 10 a 3x4 = 8 d 6 8 4 11 3xB I I 4x8 _ ST1.5x8 STP = 3x6 II 19 0 3x4 = o 18 19.311141 10-7 6-11-0 7-B 0 11-10-8 1 4 14-7-0 1511 S-1 0 5-0-9 0.9 0 4-2 8 2-2-8 Plate Offsets X 2:0-3-8 D-2-12 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.00 11-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.01 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0,32 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code FBC2017IrP12014 Matrix-SH Wind(LL) 0.01 10 >999 240 Weight: 113 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-13 oc purlins, BOT CHORD 2x4 SP No.2 'Except' except end verticals. 13-14: 2x4 SP No.3, 2-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 14-15,10-11. 2-15: 2x6 SP No.2, 18-19: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 12=0-11-5, 9=0-8-0 Max Horz 12=294(LC 8) Max Uplift 12=531(LC 8), 9=361(LC 8) Max Grav 12=772(LC 17), 9=864(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1078/572, 6-7=-549/676 BOT CHORD 2-13=-432/1236, 12-13=-461/1370, 11-12=-461/1077, 10-11=-16/380, 9-10=-558/612, 7-9=-558/612 WEBS 3-12=-695/743, 3-11=727/539, 6-10=2541622; 6-9=780/420 NOTES- t, �I1111111i�y `' 1% I N � 1) Unbalanced roof live loads have been considered for this design. `,OPQU 2) Wind: ASCE 7-10; Vuft=160mph (&second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf: h=15ft; B=45ft; L=60ft; eave=7ft; Cat. ,` •E N ' �i� 11; Exp C; Encl., GCpi=0.18: MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 . s 3) Provide adequate drainage to prevent water ponding. +'. No 68182 4) All plates are 2x4 MT20 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. S F 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 0 12=531, 9=361. i�',� T4 O R 111111111110 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,11II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use onlywah MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not at russ system. Before use, the building designer must verify the applicability of design parameters and 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 oftrusses and truss systems, see ANSI?PN Quality Criteria, DSB-89 and SCSI Building Component 6904 Padre East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21331597' 2466826 L3 HIP GIRDER 1 1 Job Reference (optional) Builders FlrstSource (Fort Pierce), Fort Pierce, FL - 34945, a.Z4u s Mar U ZUZU MI I eK Inausuies, inc. i nu oep it ,-i:ua:ya tutu rage r ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-JwUbF412IGlbrCgSWS57gLG5ods7c7BYR5wzPycl6U 5-0-0 9-9-0 14-9-0 1r r 5-0-0 4-9-0 5-0-0 Scale = 1:31.2 08 = NAILED NAILED 4x6 = LOADING (psf) TCLL 20.0 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 Cade FBC2017rrP12014 CSI. TC 0.60 BC 0.4B WB 0.13 Matrix-SH DEFL. in Vert(LL) 0.06 Vert(CT) -0.09 Horz(CT) 0.03 (]cc) Ildefl Lld 8-9 >999 240 8-9 >999 240 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 68 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-5 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied or 9-3-9 cc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=1-11-8, 7=0-3-8 Max Horz 2=155(LC 24) Max Uplift 2=-533(LC 8), 5=-489(LC 8), 7=-76(LC 4) Max Grav 2=1197(LC 29), 5=1005(LC 30), 7=188(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -Ail forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1694/510, 3-4=-1441/489, 4-5=1696/527 BOT CHORD 2-9=-386/1488, 8-9=-381/1499, 7-8=38511489, 5-7=-385/1489 WEBS 3-9=0/347, 4-8=0/310 NOTES- 1) Unbalanced roof file loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 1111111111 ll��, II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to water NO% UI N prevent ponding. 4) All are 2x4 MT20 unless otherwise indicated. . • ��� plates 5) This truss has been designed fora 10.0 bottom chord live load nonconcurrent with any other live loads. ,� , G E N S�`�•.� �� psf 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ; ,•'�,� NO 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) 7 except (jt=lb) .68182 * •; * �_ 2=533, 5=489. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148'W.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 437 lb down and 274 lb up at �•�• S F 5-0-0. and 437 lb down and 274 Ib up at 9-9-0 on top chord, and 105 lb down at 5-0-0, and 105 lb down at 9-8-4 on bottom chord. (� , The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) loads to the face the truss are noted as front (F) or back (B). rr i(1 ••, .4. Q ,� �'► �� �s • 4 O R I �.•• 10) In the section, applied of C?\ ,',���5►� ndard CSE(S)Live St(balanced): N Ai 1� ,,` oLOAD 1) Dead+ Roof(S) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Joaquin Velez PE No.68182 Vert: 1-3=70, 3-4=-70, 4-6=70, 2-5=20 MiTek USA, Inc. FL Cert 6634 Concentrated Loads (lb) 6904 Parke East Blvd. Tampa FL 33610 Vert: 3=97(F) 4=-97(F) 9=50(F) 8=50(F) 16=-45(F) 17=45(1`) 18=26(F) 19=-26(F) Date: September 17,2020 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 buss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall HV 21' building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ' VpiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSUTP11 quality Cdtede, DSB-99 and BCS/ Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qly Ply T21331598 2466825 [russ 1 VALLEY 1 1 Job Reference (optional) Builders FirstSource (Fart Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:03:44 2020 Page 1 ID: U2gjK7ewtWMF6fnO4jG1 DDzhdnl-n62zTQ1g3auSTMPf4AcMCYoL_Ejhs5QLm5rUVsycl6T 2-1-0 2-941 2-1-0 2-9-0 Scale = 122.3 2x4 I 2x4 11 2-s-0 2-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (]cc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-R Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-0 cc purlins, BOT CHORD 2x4 SIP No.3 except end verticals. Except: WEBS 2x4 SP No.3 10-0.0 cc bracing: 5-6 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. REACTIONS. (size) 5=2-9-0, 4=2-9-0, 6=2-9-0 Max Horz 5=125(LC 8) Max Uplift 4=-87(LC 5), 6=211(LC 8) Max Grav 5=76(LC 3). 4=106(LC 6), 6=368(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-334/153 NOTES- 1) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,% jN I11 VF� capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 4 except Qt=lb) `♦♦�OQ.QV ......... , N •. • �i, SF'• 6=211. ,,♦ ••.E '� ; No 68182 O.• S. OF • .i°4 O R,OP.���`�. C? .,�"s ♦♦. ' fO N A -' '-% inn Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 WARMNG -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®conneetors. 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing i1�iTek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcallon, storage, delivery, erection and bracing of trusses and truss systems, see ANSHrPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lrdomratlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 206011 Tampa, FL 36610 Job Truss Type Oty Ply T21331599 2466825 [russ 2 Valley 1 1 Job Reference(optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 1711:03:45 2020 Page 1 ID:U2gjK7ewtWMF6fnO4jG1DDzhdnl-FlcLgmJlglOJ5W ret7blmLX7e7KbYgU91a111ycl6S -1-1-0 2-9-0 1- -0 2-9.0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 TCDL 15.0 Lumber DOL 1.25 BC 0.35 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017frP12014 Matrix-R LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 5=2-9-0, 4=2-9-0 Max Horz 5=130(LC 8) Max Uplift 5=-219(LC 8), 4=-50(LC 5) Max Grav 5=412(LC 1), 4=83(LC 6) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-289/178 5 4 2x4 II 2x4 II DEFL. in (loc) Udefl Lid Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) -0.00 4 n/a n/a Scale = 1:17.1 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuK=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Gt=lb) 5=219. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-7473 rev. 5/19=0 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 building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSkTP11 quality Criteria, DSB-88 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 `%%.OPp..1 N V E<F No 68182 4 � ST OF •�� rinrll Joaquin Velez PE No.68182 Mi7ek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qly Ply T213316DD 24W025 W Valley 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fart Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11:03:45 2020 Page 1 ID:U2gjK7ewlWMF6fnO4jG1DDzhdnl-FlcLgmJlgtOJ5W ret7blmLY7e2NbYgU?Ia111ycIB8 3-7-8 , 3-7-8 2x4 2x4 II Scale = 1:11.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-7-0, 3=3-7-0 Max Horz 1=77(LC 8) Max Uplift 1=-29(LC 8), 3=-67(LC 8) Max Grav 1=134(LC 13), 3=147(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; B=45ft; L=60R; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 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 ANSffMf Quality Cdteda, DSB-e9 and SCSI Building Component Salalyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 %%` PQ'iIN VFW �.. ENS No 68182 � r r r r �: ST t OF •:mow' ,OR C? �� el' fO N A'11 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 HT 21s MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Type Qty Ply T21331601 2466825 [russ 4 Valley 3 1 Jab Reference (optional) Builders FirslSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MITek Industries, Inc. Thu Sep 17 11:03:46 2020 rage 1 ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-kV9ku6KwbBBAifY1 Caeglzulg2QYK7wdEPKbZkycl6R 2.0-0 2-0-0 Scale =1:7.e 14 2x4 LOADING (psf) TCLL 20.0 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 FBC2017/TP12014 CSI. TC 0.03 BC 0.03 WB 0.00 Matrix-P DEFL. in (loc) I/defl Vd Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) -0.00 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-11-8, 2=1-11-6, 3=1-11-B Max Horz 1=37(LC 8) Max Uplift 1=-14(LC 8), 2=-39(LC 8) Max Grav 1=64(LC 13), 2=57(LC 13), 3=27(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 1, 2. PQ�j N ,,,%, DENS No 68182 = -0 t 33 • ST OF IiJ• ;���, O R , Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 699 Parke East Blvd. Tampa FL 33610 Date; September 17,2020 & WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTekparameters ® connectors. This design is based only upon pameters 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 overallp�s building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IH1� 1T��• 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-99 and BCS/ Building Component 6904 Padre East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21331602 2466825 V5 Valley 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ts.z4U S Mar v zuzu MI I eK Industries, inc. Thu Sep i f i i:vo:gr tutu rage i ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-Chj65SLYMVGI Kp7D1193gBQotSe73SAnT3386Aycl6Q 5-9-0 5-9-0 3 2x4 i 2x4 11 LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 TCDL 15.0 Lumber DOL 1.25 BC 0.52 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rrP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 1=5-8-8, 3=5-8-8 Max Horz 1=134(LC 8) Max Uplift 1=-50(LC 8), 3=-117(LC 8) Max Grav 1=233(LC 13), 3=257(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:18.4 DEFL. in (loc) Udefl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a Weight: 20 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jojnt(s) 1 except (jt=lb) 3=117. A WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5f1912020 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 thus system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUMI Quality Cdteds, DSB-99 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 `�1�111IU11��,,, PQVIN DENS. F• No 68182 .. � t ST OF •w�Z 1111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 m� MiTek' 6904 Parke East Blvd. Tampa, FL 36610 W Job Truss Type Qty FIyT21331603 466825 V6 IVaISS ley 2 1 Job Reference (optional) 20 1 Builders FirstSource (Fart Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Sep 17 11.03.47 20 Page ID:U20IK7ewlWMF6fnO4jG1 DD7hdnl-Chj65SLYMVGi Kp7D1193gBQttSj53SAnT3386Aycl6Q 4-0-0 4-0-0 i 2x4 i 2x4 Il Scale = 1:12.8 LOADING (psf) TCLL 20.0 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 FBC2017/TP12014 CSI. TC 0.21 BC 0.20 WB 0.00 Matrix-P DEFL. in (loc) 11defl Lld Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 14 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SIP No.3 except end verticals. WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-11-8, 3=3-11-8 Max Horz 1=87(LC 8) Max Uplift 1=-32(LC 8), 3=-76(LC 8) Max Grav 1=151(LC 13), 3=166(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 1 p 1 fill,,' VFW P00IN G�E N�, No 68182 S OF '.wZ 4 OR SS N qL 1O Joaquin Velez PE No.68182 MTTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 61191=0 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 buckling Individual truss chord members only. Additional temporary and permanent bracing MiTek' building design. Bracing Indicated Is to prevent of web and/or 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 ANSYMI Quality Crttede, DSB-89 and BCSI Building Component 6904 Padre East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss ssType QtyPlyT21331604 2466825 VB IV,.Ul ley 1 1 Job Reference (optional) Liumers t-irstbource (tort rterce), ton rierce, rL - ��U, ID:U2gjK7ewtWMF6fnO4jG1 DDzhdnl-gtHUJoLB7oOuyziQJ?glNOz2as47ovgwhjphedycl6P 4xB _ Scale = 1:14.0 zx4 II 2 3 5 4 2x4 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 4 n/a n1a BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=5-11-8, 4=5-11-8, 5=5-11-8 Max Harz 1=88(LC 8) Max Uplift 1=-40(LC 8), 4=-40(LC 4), 5=95(LC 8) Max Grav 1=156(LC 13), 4=76(LC 1), 5=258(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 21 lb FT = 20% Structural wood sheathing directly applied or 6.0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 1, 4, 5. & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19Y = BEFORE USE. Design valid forum only with Mi rek0 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS&TP11 Quality Criteds, DSB-89 and BCSI Building Component Safety lMormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 -.0 P& 1 N F No 68182 3 ST O F ' 44/ r A l�nnnn�� Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 17,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION �4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-316n For 4 x 2 orientation, locate plates 0- ''+8' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MiTek 20/20 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/ TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/fPI 1 section 6.3 These truss designs rely on lumber values " established by others. © 2012 MiTek® All Rights Reserved Mffek MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 A GeneralNotes. Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. S. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSUTPI 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-stnictural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSVTPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated. 3