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Home My WebLink AboutTruss*BUILDER"S 'VVARNI NG' PR MN 11 MN 3 COMPONEN[`TSLAS DEFli'Nt EiAlp')J BY WTGA 1 R ' 1,; ��OR 'HE ERE, I ION BRACING FOLLOW INSTRUCTIONS STRUCTURAL OAT& NU-11,13ER Of GIRDER NO H R IN A C L Lt I " B R 'RUC I U IIA' DESIGNDEPA',IWENI APPROVES THEM IN ADVA CE LL BEARING POINTS MUST BE INSIALLE D DIAPHRA HAVE NOT BEEN ANALYZED BY IN THE SCSII -B So "4MARYS IN THE BCSI-B1 SUMMARY SHEETS RUE -RUSS ALL HANGERS APE SIMPSON STRONG -TIE OR LISP UNLESS EAST COAST TRUSS. EI T _, , 2) PERMANENT BRACING FOR THE STRUCTURE IS HE PLIES PLIES AND TH�, C;ONNFCTION INFORMACrION. - " OTHERWISE NOTED INSTALL HANGERS ACCORDING RIOR TO INSTALLING ANY TRUSSES! FOR ERECTION AND INSTALLATION OF TRUSSES ESPONSIBILITY OF OTHERS. OUR DESIGN r.F.-PARTMENT MUST APPROVE TO THE CURRENT SIMPSON STRONG -TIE OR USP CATALOG F FAILURE FOLLOW INSTRUCTIONS ON THE BCSI-BI SUMMARY oy 3) INSTALL WEB BRACING AS STATED ON SEALED ALTERATiOW� ��IDIOR REPAIRS TO TRUSSES IN -R[2 Vol I-- ALI VvA&A - ------------- ------------- SS DRAI, TRU01"'S PLACEmENT PLAN Truss Connector Total Lisl ----------- ------- ---- - --- ---------- - - -------- Manuf Product Qty ---------- -------- --- I 1SP U HUS26 6 14911[101c� 2'0" 51 2 pc. LEVEL RUTURNS F L; I CHED T'YPiCAL EEND DETAIL ALL FLAT CLGS, @ 9i-4",4_F_F. ZziL,1— F ?V r-212 CINV D DO v -, ;5 of N0)10 i �W J L IndiwL-es T Lg�f t EngLOf s un -1 & Eng n,.e(��r:IIL2,. heets i2y._l _L Manuel Digitally signed by Manuel Martinez 2 Date: 2020.08.28 Martine _07,,; -04'00' 01:01 51285 �,J, L I lCIE BILVD. TIT. i G1RC k1. 34946 OTRCliff-72)466-2480 FAX: i772466-5336 'USTOMER:Harry Blue Constructio OB NAME'T & D Enterprises ,DDRESS,XXX 40th Street 'ITY/CNTYFt, Pierce 11 St Lucie M ODEL Custom ARAGE D FT 302 ATE 08/27/20 61G15S-31.003 (3) (c), EAST COAST TRUSS is the "Truss Design Engineer" Trusses are designed Ili accordance with the Florida Building Code approving this placement plants), signatured anywhere on this sheet, the stonier or his representitive acknowledges that this placement plan complis th the structural intent of the project. The customer also acknowledges that this approval authorizes EAST DAST TRUSS to manufacture these trusses and deliver them to the project Jcated on this drawing I , he customer also acknowledges that he/she accepts financial spons,bility for any repair, engineering, and labor required due to errors her than those of EAST COAST TRUSS ;igned:_ ODE =FBC 2017/TP12014 ASCE 7-_1 ESIGN CRITERIA =MWFRS CCUPANCY CATEGORY = 11 XPOSURE = B !WF SPEED = 160 UILDING TYPE =ENCLOSED EAN HEIGHT = 15.00 GRAVITY LOADS LOOK„ DUR FACTOR= 1.0 SF=Tr,1_L - TCDL-- BCLL-BCDL 40.010 10.0,.0,5.0 !0017� DUR FACTOR= 1.33 lSF='TCLL - TCDL BGLL - BCDL 30r0, 7. 0, 0. 0', 10. ru, NOWCONCURREN-i 8C 11 if;:Ist, UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. F; 00P I'SS, E SPANNI.NG -in -,y, Op rVnp . MUST BE SET WITH A SPREADER BAR THE SPREADER BAR SHOULD BE AT LEAST 1/2 TO 213 IN LENGTH AS THE SPAN OF THE TRUSS BEING SET, REFER TO BCI-B1 FOR COMPLETE ERECTION AND SAFETY PROCEDURES .ANYPLANTSHELVES A t..1I I RE: J40154A - T & D Enterprises Site Information: Customer Info: Harry Blue Builders Lot/Block: Address: XXX 40th Street City: Ft. 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: T & D Enterprises Model: Subdivision: State: Florida MiTek USA, Inc. 6904 Parke East Blvd. Custo ampa, 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: FBC2017lrP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-10 [All Heighll Wind Speed: 160 mph Roof Load: 47.0 psf Floor Load: N/A psf This package includes 26 individual, Truss Design Drawings and 0 Additional Drawing With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers R No. Seal# Truss Name Date 1 T21143469 A01 8/27/20 2 T21143470 A02 8127/20 3 T21143471 A03 8/27/20 4 T21143472 A04 8/27/20 5 T21143473 A05 8/27/20 6 T21143474 A06 8/27/20 7 T21143475 A07 8/27/20 8 T21143476 A08G 8/27/20 9 T21143477 A09G 8/27/20 10 T21143478 B01 G 8/27/20 11 T21143479 B02G 8/27/20 12 T21143480 C01 G 8/27/20 13 T21143481 V01 8/27/20 14 T21143482 V02 8/27/20 No. Seal# Truss Name Date 15 T21143483 V03 8/27/20 16 T21143484 VO4 8/27/20 17 T21143485 V05 8/27/20 18 T21143486 V12 8/27/20 19 T21143487 V16 8/27/20 20 T21143488 V20 8/27/20 21 T21143489 ZCJ1 8/27/20 22 T21143490 ZCJ3 8/27120 23 T21143491 ZEJ3 8/27/20 24 T21143492 ZEJ5 8/27/20 25 T21143493 ZHJ3 8/27/20 26 T21143494 ZHJ5 8127/20 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signal Printed copies of this document are not considered signed and sealed and the signature must be The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: ORegan, Philip 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/rPI 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 should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI)TPI 1, Chapter 2. n_d OO��ZZD this it bs. I:a.l 2WODUW �V-J- RDM Q: o8ma¢P-9P Q OLLJ pVOOWOW2 a- t U)z a _� gNzt woo a rn W o H o'zW, �z0=o F- O U w WO OJWU OUT)U �1 U J ^� (c a¢ it �000E-U��Z m � (]❑ ��ov m U LLJMZUUULL-W �LLoouiz0U <. L% QZUQU¢Z 90 aJ~5-�cn B. LLI� 9 � O �� Wowo.. :C ¢ ¢ 5wzo5R65 S� ❑ WOOUwr1Uw COOP ;STATE; OF August 27,2020 ORegan, Philip 1 of 1 Job russ Truss Type ty Ply 8 D Enterprises T21143469 J40164A 1101 ATTIC 1 1 IT Job Reference (optional) i=ast coast l russ, Ft. Hero% I-L;14V4b a mcr. ,,._ .._a _. ,_._...- --__ _a- . ID:fTSvdF8BSJOs19o816y_aOyk11A-VOEdd\_am7Fe7zHOPHXbii.6ss-&i6YLwaLOOsyjcxq 12.1-4 15-11.6 -2.0.0 5-0-0 9-4.4 11-0.10 1 •7- 14-10.12 15 4.1 17-7.12 22.0.0 27-0.0 2.0.0 5.0.0 4-4.4 1-8-6 -6- 2-9-8 •6- 1-B•6 4.4-4 5-0.0 0-6.2 0.6.8 Scale = 1:49.0 8x8 = 3x6 = +8x8 = 3x8 = 27 28 6 2930 31 32 337 34 35 4x4 = 5x8 = 5x8 = 4x4 = LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress ]nor YES Code FBC2017/TPI2014 CSI. TC 0.93 BC 0.98 WB 0.97 Matrix -MS DEFL. in (loc) I/deft L/d Vert(LL) -0.69 12-22 >472 360 Vert(CT) -0.89 12-22 >363 240 Horz(CT) 0.09 11 n/a n/a Wind(LL) 0.25 12-22 >999 240 PLATES GRIP MT20 244/190 Weight: 131 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 1-9-11 oc purlins. 6-7: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 *Except* WEBS 2 Rows at 1/3 pis 5-8 12-13: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 DESIGNED USING MWFRS PER EOR. TYPICAL FOR ALL ROOF REACTIONS. (Ib/size) 11=1384/Mechanical, 2=1548/0-8-0 TRUSSES IN THIS JOB. Max Horz 2=130(LC 7) Max Uplift 11=-209(LC 8), 2=315(1-13 8) Max Grav 11=1474(LC 33), 2=1 638(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3225/411, 3-4=-2666/296, 4-26=2368/315, 5-26=-2329/319, 5-27=0/439, 27-28=0/440, 6-28=01445, 6-29=0/503, 29-30=0/503, 30-31=0/503, 31-32=0/503, 32-33=0/503, 7-33=0/503, 7-34=0/446, 34-35=0/441, 8-35=0/440, 8-36=-2325/316, 9-36=-2364/312, 9-10=-2671/298, 10-11=-3274/448 BOT CHORD 2-13=-328/2953, 12-13=-156/2377, 11-12=-371/3010 WEBS 3-13=-749/186, 4-13=0/654, 9-12=12/675, 10-12=-806/234, 5-18=-2852/309, 18-19=-2836/310, 8-19=-2849/306 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=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; This item has been Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. electronically signed and 4) Plates checked for a plus or minus 0 degree rotation about its center. Sealed by ORegan, Philip, PE 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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 Printed Copies Of this fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 8-9, 5-18, 18-19, 8-19; Wall dead load (5.0psf) on member(s).4-13, 9-12 document are not considered 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf/ applied only to room. 12-13 Signed and sealed and the 9) Refer to girders) for truss to truss connections. signature must be verified 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 209 lb uplift at joint 11 and 315 lb uplift at on any electronic copies. joint 2. 11) Load case(s) 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33 has/have been modified. Building designer must review loads to verify that Philip J.0-Regim PE No.59126 they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES — This design is the composite result of multiple load cases. MiTek USA, Inc. FL Cart 8834 0004 Parke Eastelvd. Tampa FL 33810 13) User moving load cases.exist: Review the load cases for details. Date: 14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. August 27,2020 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). uon11 ueG on page 2 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII 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 russ Truss Type Qty y & D Enterprises T21143469 440154A A01 ATTIC 1 1 IT Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 v.v,v umvr- Avw ,.,,, v,. ,,,,.,.�., ,,,,. ,,,.y ._.._-_ _V_. ID:fTSvd FBB SJOs 19o816y_a0yk1 IA-VO E ddV_am7 Fe7zH 0 P HX07g BZbsON 26icwiC6 0 Syjcxq LOAD CASE(S) 22) 1st User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74(F), 4-5=-84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=-84(F), 9-11=-74(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=10(F) Drag: 4-13=-10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 6=-75 4=-75 23) 2nd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=84(F), 9-11=-74(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=10(1`) Drag: 4-13=-10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 26=-75 29=75 24) 3rd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=-84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=84(F), 9-11=-74(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=10(F) Drag: 4-13=1 O(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 5=-75 30=-75 25) 4th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=44(F), 8-9=84(F), 9-11=-74(F), 13-23=-20(F), 12-13=30(F), 12-20=-20(F), 5-8=10(F) Drag: 4-13=-10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 27=-75 31=75 26) 5th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=-84(F), 9-11=-74(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=10(1`) Drag: 4-13=10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 28=-75 32=75 27) 6th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=84(F), 9.11=-74(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=-10(F) Drag: 4-13=10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 6=-75 33=-75 28) 7th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=84(1`), 9-11=-74(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=10(F) Drag: 4-13=-10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 7-75 29=-75 29) 8th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=-84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=84(F), 9-11=-74(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=10(F) Drag: 4-13=10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 30=-75 34=75 30) 9th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=84(F), 5.6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=84(F), 9-11=44(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=-10(F) Drag: 4-13=-10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 31=-75 35=-75 31) 10th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74(F), 4-5=84(F), 5-6=44(F), 6-7=-74(F), 7-8=-74(F), 8-9=84(1`), 9-11=-74(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=10(F) Drag: 4-13=-10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 8=-75 32=-75 32) 11th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=84(F), 9-11=-74(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=10(F) Drag: 4-13=-1 O(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 33=-75 36=-75 33) 12th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=84(F), 9-11=-74(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=-10(17) Drag: 4-13=10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 7=-75 9=-75 WARNING - Verily 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 MiTeM 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 verily the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Ialways 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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T & D Enterprises T2114347D J40154A A02 ATTIC 1 1 Job Reference o lional East Coast Truss, Ft. Pierce, FL 34946 B.42U S AUg 24 2U2U MI I eK Industries, inc. Thu Aug 27 13. w:aU cU4U rdgd 1 ID:fTSvdFBBSJOsl9oB16y_aOyk11A-7sRwnD182plXmVpQIEZzzUIdmASDgEklgu2A89yjeAk 2-0-0 5-0-0 94-0 11-0-0 16-0-0 17-7-12 22-0-0 27-0-0 2-0-0 5-0-0 4 4 4 1-7-12 5-0-0 1-7-12 4 4 4 5-0.0 Scale=1:49.7 2x4 = 4x6 = 1x4 II 44 = 2x4 = 2627 6 28 29 3031 32 33 34 35 36 7 37 38 1x4 11 4x4 = 6x8 = 5x8 = 44 = LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.69 BC 0.96 WB 0.70 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft L/d -0.62 12-22 >523 360 -0.77 12-22 >419 240 0.09 11 n/a n/a 0.23 12-22 >999 240 PLATES GRIP MT20 244/190 Weight: 135 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 12-13: 2x6 SP No.2 WEBS 2 Rows at 1/3 pts 5-8 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=Mechanical, 2=0-8-0 Max Horz 2=119(LC 7) Max Uplift 11=-209(LC 8), 2=315(LC B) Max Grav 11=1474(LC 33), 2=1638(LC 22) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3188/407, 3-4=-2735/304, 4-5=-2454/323, 5-6=-982/157, 6-7=-896/143, 7-8=-978/153, 8-9=2452/320, 9-10=-2740/308, 10-11=-3235/444 BOT CHORD 2-13=-323/2911, 12-13=-167/2468, 11-12=-366/2965 WEBS 3-13=-625/169, 4-13=0/598, 9-12=5/619, 10-12=-680/216, 5-18=1886/187, 18-19=-1872/191, B-19=-1883/184 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 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 electronically signed and will fit between the bottom chord and any other members. sealed b ORe Philip, PE y ganp 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 8-9, 5-18, 18-19, 8-19; Wall dead load (5.0psf) on member(s).4-13, 9-12 load to 12-13 , using a Digital Signature. 8) Bottom chord live load (30.0 psf) and additional bottom chord dead (5.0 psf) applied only room. 9) Refer to girder(s) for truss to truss connections. Printed Copies of this 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) document are not considered 11=209, 2=315. sealed and the signed and seal 11) Load case(s) 22, 23, 24, 25, 26. 27. 28, 29, 30, 31, 32, 33 has/have been modified. Building designer must review loads to verify signature e verified g nature must that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES — This design is the composite result of multiple load cases. On any electronic copies. 13) User moving load cases exist: Review the load cases for details. Philip J. VRogan PE No.58128 14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. MiTek USA, Inc. FL Cart0034 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9004 Parke East Blvd. Tampa Fl. 33810 Date: LOAD CASE(S) Standard Except: August 27,2020 Continued on page 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II.7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not e truss system. Before use, the building designer must vedfy 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 fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 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 T & D Enterprises T21143470 J40154A A02 ATTIC 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 0.14zU 6 r+ug 41+ tutu rvu r en IranJ3111e5, uu:. i r iu r,uy cr r o. 1 o- - Flu' I ID:fTSvdF8BSJOsl9o816y_aOyk1IA-7sRwnDI62plXmVpQIEZzzUIdmASDgEklgu2A89yjeAk LOAD CASE(S) 22) 1st User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74(F), 4-5=-84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=-84(F), 9-11=-74(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=-10(F) Drag: 4-13=10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 4=-75 29=-75 23) 2nd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=84(F), 9-11=-74(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=10(F) Drag: 4-13=10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 26=-75 30=75 24) 3rd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=44(F), 8-9=84(F), 9-11=-74(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=10(F) Drag: 4-13=-10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 27=-75 31=-75 25) 4th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=84(F), 9-11=-74(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=-10(F) Drag: 4-13=10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 6=-75 32=-75 26) 5th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74(F), 4-5=-84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=-84(F), 9-11=-74(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=10(F) Drag: 4-13=10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 28=-75 33=75 27) 6th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=-84(F), 9-11=-74(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=1O(F) Drag: 4-13=-10(F), 9-12=-10(F) Concentrated Loads (lb) Vert:29=-75 34=-75 28) 7th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=84(F), 9-11=-74(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=1O(F) Drag: 4-13=-10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 30=-75 35=75 29) 8th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=-84(F), 9-11=-74(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=-10(F) Drag: 4-13=10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 31=-75 36=75 30) 9th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-5=84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=-84(F), 9-11=-74(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=-10(F) Drag: 4-13=-10(F),9-12=-10(F) Concentrated Loads (lb) Vert: 7=-75 32=-75 31) 10th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74(F), 4-5=-84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=84(F), 9-11=-74(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=-10(F) Drag: 4-13=10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 33=-75 37=75 32) 11th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74(F), 4-5=84(F), 5.6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=-84(F), 9-11=-74(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=10(17) Drag: 4-13=-10(F),9-12=-10(F) Concentrated Loads (lb) Vert: 34=-75 38=-75 33) 12th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74(F), 4-5=-84(F), 5-6=-74(F), 6-7=-74(F), 7-8=-74(F), 8-9=84(F), 9-11=-74(F), 13-23=-20(F), 12-13=-30(F), 12-20=-20(F), 5-8=10(F) Drag: 4-13=-10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 8=-75 35=-75 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rov. 5/192020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �- e 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 buckling individual truss and/or chord members only. Additional temporary and bracing MiTek' prevent of web permanent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and 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 city Ply T & D Enterprises T21143471 J40154A A03 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 5.420 S Aug 24 2UZU Mi I eK Inaustrles, Inc. I nU Aug t/ 1ana:ao tutu raga i I D:f'rSvd F8B SJOs 19o816y_aOykl IA-T371_Zmm p7tN OfOcbx4CViZobap UZh4S vYojhbyjeAj 5-0-0 9-0-4 11-0-0 16-0-0 17-7-12 22-0' 27-0-0 5.0-0 4-0-0 1-7-12 5-0-0 1-7-12 4.4-4 5.0 0 Scale = 1:45.4 2x4 = 46 = 1x4 II 46 = 2x4 = 4 21 22 5 23 24 25 28 27 28 29 30 31 6 32 33 1x4 II 12 11 4x4 = 5x8 = 5x8 = 4 10 I$ 4x4 = LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TC 0.68 BC 0.96 WB 0.69 Matrix -MS DEFL, Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Ud -0.62 11-20 >523 360 -0.77 11-20 >421 240 0.09 10 n/a n/a 0.24 12-17 >999 240 PLATES GRIP MT20 244/190 Weight: 128 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 11-12: 2x6 SP No.2 WEBS 2 Rows at 1/3 pts 4-7 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 10=0-8-0 Max Horz 1=-103(LC 6) Max Uplift 1=-213(LC 8), 10=-213(LC 8) Max Grav 1=1480(LC 22), 10=1480(LC 33) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-3251/455, 2-3=-2761/324, 3-4=-2472/336, 4-5=-986/160, 5-6=-903/149, 6-7=-986/160, 7-8=2473/336, 8-9=2761/324, 9-10=-3250/455 BOT CHORD 1-12=-375/2979, 11-12=-183/2489, 10-11=-375/2978 WEBS 2-12=-678/209, 3-12=-5/619, 8-11=5/619, 9-11=-678/209, 4-13=1894/196, 13-14=-1883/201, 7-14=-1894/196 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=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 This item has been will fit between the bottom chord and any other members. electronically Signed and 7) Ceiling dead load (5.0 psf) on member(s). 3-4, 7-8, 4-13, 13-14, 7-14; Walt dead load (5.0psf) on member(s).3-12, 8-11 sealed b ORe , Philip, PE y ganp' 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 using a Digital Signature. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Printed copies of this 1=213, 10=213. document are not considered 11) Load case(s) 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33 hasihave been modified. Building designer must review loads to verify signed and sealed and the that they are correct for the intended use of this truss. nature must be verified signature 12) MULTIPLE LOADCASES — This design Is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. On any electronic Copies. 14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Philip J. VRegan PE No.58126 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). MITek USA, Inc. FL Cart 6634 0004 Parke Easf8lvd.Tampa FL 33610 LOAD CASE(S) Standard Except: Date: Cnnfinuerl nn none 9 August 27,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTM) 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 Bracing Indicated is to buckling Individual truss chord only. Additional temporary and bracing MOW design. prevent of web and/or members permanent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/l 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 Jab Truss Truss Type Qty Ply T 8 D Enterprises T21143471 J40154A A03 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. NlerCe, I-L 3494b o.94V 5 MuY 49 zv4u IvnI - II muoulea, a- aIunUu,o.,u.wcaw,we..�- I D:f TSvdF8BSJOs 19o816y_aOykl IA-T371_Zm m p7tN OfOcbx4CViZobapUZh4SvYojhbyjeAj LOAD CASE(S) 22) 1st User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-4=84(F), 4-5=-74(F), 5-6=44(F), 6-7=-74(F), 7-8=84(F), 8-10=-74(F), 12-15=-20(F), 11-12=-30(F), 11-18=-20(F), 4-7=10(17) Drag: 3-12=1O(F), 8-11=-1O(F) Concentrated Loads (lb) Vert: 3=-75 24=-75 23) 2nd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-4=84(F), 4-5=-74(F), 5-6=-74(F), 6-7=-74(F), 7-8=84(17), 8-10=-74(F), 12-15=-20(F), 11-12=-30(F), 11-18=-20(F), 4-7=10(1`) Drag: 3-12=10(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 21=-75 25=75 24) 3rd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=74(F), 3-4=84(F), 4-5=-74(F), 5-6=-74(F), 6-7=44(F), 7-8=84(F), 8-10=-74(F), 12-15=-20(F), 11-12=-30(F), 11-18=-20(F), 4-7=-10(F) Drag: 3-12=10(F), 8-11=-1O(F) Concentrated Loads (lb) Vert: 22=-75 26=75 25) 4th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-4=84(F), 4-5=-74(F), 5-6=-74(F), 6-7=44(17), 7-8=84(F), 8-10=-74(F), 12-15=-20(F), 11-12=-30(F), 11-18=-20(F), 4-7=-10(F) Drag: 3-12=10(F), 8-11=-1O(F) Concentrated Loads (lb) Vert: 5=-75 27=-75 26) 5th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-4=-84(F), 4-5=-74(F), 5-6=-74(F), 6-7=-74(F), 7-8=84(F), B-10=-74(F), 12-15=-20(F), 11-12=-30(F), 11-18=-20(F), 4-7=-10(F) Drag: 3-12=1O(F), 8-11=-1O(F) Concentrated Loads (lb) Vert:23=-75 28=-75 27) 6th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-4=-84(F), 4-5=-74(F), 5-6=-74(F), 6-7=-74(F), 7-8=-84(F), B-10=-74(F), 12-15=-20(F), 11-12=-30(F), 11-18=-20(F), 4-7=-10(F) Drag: 3-12=10(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 24=-75 29=-75 28) 7th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-4=84(F), 4-5=-74(F), 5-6=-74(F), 6-7=44(F), 7-8=-84(F), 8-10=-74(F), 12-15=-20(F), 11-12=-30(F), 11-18=-20(F), 4-7=-10(F) Drag: 3-12=1O(F), 8-11=-1O(F) Concentrated Loads (lb) Vert:25=-75 30=-75 29) 8th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=74(F), 3-4=84(F), 4-5=-74(F), 5-6=-74(F), 6-7=-74(F), 7-8=84(F), 8-10=-74(F), 12-15=-20(F), 11-12=-30(F), 11-18=-20(F), 4-7=10(1`) Drag: 3-12=10(F), 8-11=-1Off) Concentrated Loads (lb) Vert:26=-75 31=-75 30) 9th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=74(F), 3-4=84(F), 4-5=-74(F), 5-6=-74(F), 6-7=-74(F), 7-8=84(17), 8-10=-74(F), 12-15=-20(F), 11-12=-30(F), 11-18=-20(F), 4-7=-10(F) Drag: 3-12=10(F), 8-11=-10(F) Concentrated Loads (lb) Vert:6=-75 27=-75 31) 10th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-0-84(F), 4-5=44(F), 5-6=-74(F), 6-7=-74(F), 7-8=-84(F), 8-10=-74(F), 12-15=-20(F), 11-12=-30(F), 11-18=-20(F), 4-7=10(F) Drag: 3-12=-10(F),8-11=-1Off) Concentrated Loads (lb) Vert: 28=-75 32=75 32) 11th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=74(F), 3-4=84(1`), 4-5=-74(F), 5-6=-74(F), 6-7=-74(F), 7-8=84(F), 8-10=-74(F), 12-15=-20(F), 11-12=-30(F), 11-18=-20(F), 4-7=-10(F) Drag: 3-12=10(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 29=-75 33=75 33) 12th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-4=84(1`), 4-5=-74(F), 5-6=-74(F), 6-7=-74(F), 7-8=84(F), 8-10=-74(F), 12-15=20(F), 11-12=-30(F), 11-18=-20(F), 4-7=10(F) Drag: 3-12=-10(F), 8-11=-1O(F) Concentrated Loads (lb) Vert:7=-75 30=-75 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M 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 ANSUTP/1 Quality Crlterla, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2D601 Tampa, FL 36610 Job Truss Truss Type Qly Ply T & D Enterprises T21143472 J40154A A04 ATTIC 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 S Aug z4 zuzu mi I eK Inousines, Inc. I nu r,uy � I a. I u < u v oeo ID:fTSvdF8BSJOsl9o816y_aOyklIA4egRdaof62FyF67BG4ev7KBDOogHm47ubwoNHvryjeAg 2-0-0 4-9-14 9.0-0 9 13-M 17-7-12 1800 0 0 22-2-2 27-0-0 2-0-0 4-9-14 4-2-2 0.4 4-1-12 4-1-12 0 4 4-2-2 4-9-14 5x6 = 3x8 = 1x4 II 3x8 = 1x4 II Sx6 = Scale = 1:50.5 4x4 = 5x12 = 5x12 = 4x4 = 3x6 I I 3x8 I I 27-0-0 LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.97 BC 0.95 WB 0.54 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Ud -0.63 12-20 >510 360 -0.79 12-20 >410 240 0.09 11 n/a n/a 0.23 12-20 >999 240 PLATES GRIP MT20 244/190 Weight: 143 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied. Except: 6-8: 2x4 SP No.1 1 Row at midpt 6-8 BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 12-13: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=Mechanical, 2=0-8-0 Max Horz 2=101(LC 7) Max Uplift 11=-235(LC 8). 2=-341(LC 8) Max Grav 11=1431(LC 33), 2=1595(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3057/471, 3-4=-2669/381, 4-5=-23391314, 5-9=-2339/314, 9-10=-2672/383, 10-11=-3104/507 BOT CHORD 2-13=-382/2786, 12-13=-257/2516, 11-12=-425/2841 WEBS 3-13=-495/146, 6-13=01559, 4-6=0/480, 8-12=0/572, 8-9=0/491, 10-12=550/194 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=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=27ft; eave=oft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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) Wall dead load (5.Opsf) on member(s).6-13, 4-6, 8-12, 8-9 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 11=235, 2=341. 11) Load case(s) 22, 23, 24. 25, 26, 27, 28, 29, 30, 31, 32, 33 hasihave been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES — This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 16) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). r—finupd nn nanw 9 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Phillp J. VRogan PENo.66126 MiTok USA, Inc. FL Cart 6634 0904 Parke East Blvd. Tampa FL S3610 Date: August 27,2020 ® WARNING -Verify design parameter; and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. �- Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T & D Enterprises T21143472 J40154A A04 ATTIC 1 1 Job Reference (optional) East Coast Truss, i-L Fierce, Fl- 44y4d .+4 o nuy ,,,,, •,,- • •_ ID:fTSvdFBBSJOsl 9o816y_aOykl IA4egRdaof62FyF67BG4ev7KB DOogHm47ubWON HwyjeAg LOAD CASE(S) 22) 1st User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-9=74(F), 9-11=-74(F), 13-21=20(F), 12-13=-30(F), 12-18=-20(F) Drag: 4-13=10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 24=-75 29=75 23) 2nd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=44(F), 4-9=74(F), 9-11=-74(F), 13-21=20(F), 12-13=-30(F), 12-18=-20(F) Drag: 4-13=10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 25=-75 30=-75 24) 3rd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-9=74(F), 9-11=-74(F), 13-21=20(F), 12-13=-30(F), 12-18=-20(F) Drag: 4-13=10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 26=-75 31-75 25) 4th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74(F), 4-9=74(F), 9-11=-74(F), 13-21=20(F), 12-13=-30(F), 12-18=-20(F) Drag: 4-13=10(17), 9-12=-10(F) Concentrated Loads (lb) Vert: 5=-75 27=-75 26) 5th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-9=74(F), 9-11=-74(F), 13-21=20(F), 12-13=-30(F), 12-18=-20(F) Drag: 4-13=-10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 28=-75 32=75 27) 6th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74(F), 4-9=-74(F), 9-11=-74(F), 13-21=20(F), 12-13=-30(F), 12-18=-20(F) Drag: 4-13=10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 29=-75 33=75 28) 7th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-9=74(F), 9-11=-74(F), 13-21=20(F), 12-13=-30(F), 12-18=-20(F) Drag: 4-13=-10(F), 9-12=-1O(F) Concentrated Loads (lb) Vert: 30=-75 34=75 29) 8th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-9=74(F), 9-11=-74(F), 13-21=20(F), 12-13=-30(F), 12-18=-20(F) Drag: 4-13=-10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 31=-75 35=-75 30) 9th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-9=74(F), 9-11=-74(F), 13-21=-20(F), 12-13=-30(F), 12-18=-20(F) Drag: 4-13=-10(F), 9-12=-1 O(F) Concentrated Loads (lb) Vert: 5=-75 36=-75 31) 10th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(17), 4-9=74(F), 9-11=-74(F), 13-21=20(F), 12-13=-30(F), 12-18=-20(F) Drag: 4-13=10(F), 9-12=-10(F) Concentrated Loads (lb) Vert:32=-75 37=-75 32) 11th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-9=74(F), 9-11=-74(F), 13-21=20(17), 12-13=-30(F), 12-18=-20(F) Drag: 4-13=-10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 33=75 38=75 33) 12th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=74(F), 4-9=74(F), 9-11=-74(F), 13-21=20(F), 12-13=-30(F), 12-18=-20(F) Drag: 4-13=10(F), 9-12=-10(F) Concentrated Loads (lb) Vert: 34=-75 39=-75 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not at as system. Before use, the building designer must vedfy the applicability of design parameters and properly incorporate this design into the overall buckling individual truss only. Additional temporary and bracing MiTek' building design. Bracing Indicated is to prevent of web and/or chord members permanent 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/rPlf Quality Crlterla, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T 11 D Enterprises T21143473 J40154A A05 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 S Aug 24 2020 MI I eK iridustrms, inc. r r lu Aug a w. l o:4 4 r ayc ID:fTSvdFBBSJOsl9o816y_aOyk11A-MgEpgwpHtLNpsGiNqn98gXkPCB97VYS1pAmxqMyjeAf 4-9 14 9-0-0 9- 13-6-0 17-7-12 1 0 0 22-2-2 LAD 4-9-14 4-2-2 0-4- 4-1.12 4-1-12 0-4- 42-2 4-9-14 Scale=1:47.1 3x6 = 1x4 II 2-11-14 12 , I. 1.6-2 t 2.11-14 i 4x8 — 4�4--—rxrrri-4t� . 50 51 8 52 53 4.8 = 13 I$ 4x4 = 5xl4 MIBSHS = 5x14 M18SHS = 3x6 II 3x6 II 4x4 = LOADING (psf) TCLL 30.0 TCDL 7.0 SCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.90 BC 0.99 WB 0.47 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Lid -0.62 15-18 >522 360 -0.78 15-18 >415 240 0.10 13 n/a n/a -0.24 15-18 >999 240 PLATES MT20 M18SHS Weight: 141 lb GRIP 2441190 244/190 FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. 3-11: 2x4 SP M 31, 5-10: 2x4 SP No.t BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.t 'Except* JOINTS 1 Brace at Jt(s): 5, 10, 6 14-15: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 13=0-8-0 Max Horz 1=98(LC 7) Max Uplift 1=-266(LC 8), 13=266(LC 8) Max Grav 1=1503(LC 14), 13=1541(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3337/584, 2-3=-3042/472, 34=2878/417, 4-7=-2042/186, 7-9=-2042/186, 9-11=-2878/417, 11-12=-3072/472, 12-13=-3414/584, 4-8=-941/238, 8-9=-943/238 BOT CHORD 1-15=-494/3117, 14-15=-339/2893, 13-14=-494/3126 WEBS 2-15=-582/177, 5-15=0/585, 3-5=0/595, 10-14=0/540, 10-11=01544, 12-14=-600/177 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=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional); 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) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 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 electronically signed and will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s), 3-4, 4-7, 7-9, 9-11, 4-8, 8-9; Wall dead load (5.0psf) on member(s).5-15, 3-5, 10-14, Sealed b ORe anPhilip, PE y g, p 10-11 using a Digital Signature. 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 Printed copies of this 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) document are not considered 1=266, 13=266. 11) Load case(s) 22, 23, 24, 25, 26, 27. 28, 29, 30, 31, 32, 33 has/have been modified. Building designer must review loads to verify signed and sealed and the nature must be verified signature that they are correct for the intended use of this truss, 12) MULTIPLE LOADCASES —This design is the composite result of multiple load cases. on any electronic copies. 13) User moving load cases exist: Review the load cases for details. Philip J. VRegenPE No.58126 14) Graphical puriin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. MITek USA, Inc. FL Cart 8834 15) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 8904 Parke EaetBivd.Tampa FL 33610 16) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Date: August 27,2020 Cnntinued nn none 9 ®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 applicabllity of design parameters and property Incorporate this design Into the overall Additional temporary and bracing MOW building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. permanent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T & D Enterprises T21143473 J40154A A05 ATTIC 1 1 Job Reference (optional) east ooast I cuss, Ft. Fierce, t-L :i4U4b Q-ua-uj yr 4vu ,rnion ,,,u,... ..',,,v. ,,,,, r...e ID:fTSvdFBBSJOslgo816y_aOyklIA-MgEpgwpHtLNpsGiNqn98gXkPCB9?VYS1pAmxgMyjeAf LOAD CASE(S) 22) 1 st User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 11-13=-74(F), 15-16=-20(F), 14-15=30(F), 14-19=-20(F) Drag: 3-15=10(F), 11-14=-10(F) Concentrated Loads (lb) Vert: 4=-75 22=-75 23) 2nd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 11-13=-74(F), 15-16=-20(F), 14-15=30(F), 14-19=-20(F) Drag: 3-15=10(F), 11-14=-10(F) Concentrated Loads (lb) Vert: 23=-75 27-75 24) 3rd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 11-13=-74(F), 15-16=-20(F), 14-15=30(F), 14-19=-20(F) Drag: 3-15=10(1=), 11-14=-10(F) Concentrated Loads (lb) Vert: 24=-75 28-75 25) 4th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 11-13=-74(F), 15-16=-20(F), 14-15=30(F), 14-19=-20(F) Drag: 3-15=10(F), 11-14=-10(F) Concentrated Loads (lb) Vert: 7=-75 25=-75 26) 5th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(1=), 11-13=-74(F), 15-16=-20(F), 14-15=30(F), 14-19=-20(F) Drag: 3-15=10(F), 11-14=-10(F) Concentrated Loads (lb) Vert: 26=-75 29=-75 27) 6th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3-74(F), 11-13=-74(F), 15-16=-20(F), 14-15=30(F), 14-19=-20(F) Drag: 3-15=10(F), 11-14=-10(F) Concentrated Loads (lb) Vert: 4=-75 30=-75 28) 7th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 11-13=-74(F), 15-16=-20(F), 14-15=-30(F), 14-19=-20(F) Drag: 3-15=10(F), 11-14=-10(F) Concentrated Loads (lb) Vert: 9=-75 27=-75 29) 8th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 11-13=-74(F), 15-16=-20(F), 14-15=-30(F), 14-19=-20(F) Drag: 3-15=10(F), 11-14=-10(F) Concentrated Loads (lb) Vert: 26=-75 31=75 30) 9th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 11-13=-74(F), 15-16=-20(F), 14-15=30(F), 14-19=-20(F) Drag: 3-15=10(F), 11-14=-10(F) Concentrated Loads (lb) Vert: 7=-75 32=-75 31) 10th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (pli) Vert: 1-3=74(F), 11-13=-74(F), 15-16=-20(F), 14-15=30(F), 14-19=-20(F) Drag: 3-15=-10(F), 11-14=-10(F) Concentrated Loads (lb) Vert: 29=-75 33=75 32) 11th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 11-13=-74(F), 15-16=-20(F), 14-15=30(F), 14-19=-20(F) Drag: 3-15=-10(F), 11-14=-10(F) Concentrated Loads (lb) Vert: 30=-75 34=75 33) 12th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 11-13=-74(F), 15-16=-20(F), 14-15=30(F), 14-19=-20(F) Drag: 3-15=-10(F), 11-14=-10(F) Concentrated Loads (lb) Vert: 9=-75 35=-75 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rov. 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 properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW prevent of IIalways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T & D Enterprises T21143474 J40154A A06 ATTIC 1 1 Job Reference (optional) test coast I russ, rt. rlerce, r L 34y40 9-0-4 7-0-0 4x8 = nn 1— 3 a,.-rry a ..e c.. ........ .... ..... ............ . .-. ... �. _ —_ _ _ . - 1x4 II 1x4 II 3x8 = 3x4 = 4 22 23 24 25 26 27 28 29 30 31 32 33 34 35 5 36 6 37 7 Scale = 1:49.9 4x4 8 aYaZZr 05 N 3x4 = 1x4 II 5x8 = 5x8 = 4x8 = 2x4 II 7-7-1 LOADING (PSI) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC20171TP12014 CSI. TC 0.79 BC 0.91 WB 0.65 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wnd(LL) in ([cc) I/deft L/d -0.24 12-13 >999 360 -0.40 12-13 >809 240 0.09 10 n/a n/a 0.13 11-12 >999 240 PLATES GRIP MT20 2441190 Weight: 135 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, 1-3: 2x4 SP No.1, 3-6: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. 12-13: 2x6 SP SS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=Mechanical Max Harz 2=120(LC 8) Max Uplift 2=-311(LC 8), 10=-215(LC 8) Max Grav 2=1638(LC 22), 10=1466(LC 33) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3075/340, 3-4=-3401/396, 4-5=-3367/389, 5-7=-3402/396, 7-8=-1103/176, 8-9=-1211/175,9-10=-1471/215 BOT CHORD 2-14=-315/2750, 13-14=-315/2761, 12-13=-356/3367, 11-12=-295/2305 WEBS 3-13=-105/1294,4-13=-7291146,5-12=730/161,8-11=0/259,9-11=-18511436, 7-12=-89/1468, 7-11=-15871201 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=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. This item has been 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by ORegan, Philip, PE will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-5; Wall dead load (5.0psf) on member(s).4-13, 5-12 using a Digital Signature. 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 Printed copies of this 9) Refer to girder(s) for truss to truss connections. document are not Considered 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (Jt=lb) signed and sealed and the 2=311, 10=215. 11) Load case(s) 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33 has/have been modified. Building designer must review loads to verify nature must be verified signature that they are correct for the intended use of this truss. on any electronic Copies. 12) MULTIPLE LOADCASES — This design is the composite result of multiple load cases. phillpJ.O'Rogan PENo.68126 13) User moving load cases exist: Review the load cases for details. MiTek USA, Inc. FL Cart 6634 14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 6904 Parke East Blyd. Tampa FL 33610 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Date: August 27,2020 Continued on page 2 ®WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. Design valld for use onlywith 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 Additional temporary and bracing MiT®�(• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. permanent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criterla, OSBA9 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 T & D Enterprises T21143474 J40154A A06 ATTIC 1 1 Job Reference (optional) test coast i russ, t-t. tierce, I•L 34UAb 0.44u s nuy - <uau rvu,- u,r,,... w,... ,... ..y.. .. I D:f TSvd F8B SJ0sl 90 B16y_aOykl IA -IC MZFcgXPzdX6armxCBciypn N?shzP6KH U F2uFyjeAd LOAD CASE(S) 22) 1 st User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=84(F), 5-8=-74(F), 8-9=-74(F), 13-19=20(F), 12-13=-30(F), 10-12=20(F) Drag: 4-13=10(F), 5-12=-10(F) Concentrated Loads (lb) Vert;4=-75 26=-75 23) 2nd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=84(F), 5-8=-74(F), 8-9=-74(F), 13-19=20(F), 12-13=-30(F), 10-12=20(F) Drag: 4-13=10(F), 5-12=-10(F) Concentrated Loads (lb) Vert: 22=-75 27=75 24) 3rd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-5=84(F), 5-8=-74(F), 8-9=74(F), 13-19=20(F), 12-13=-30(F), 10-12=20(F) Drag: 4-13=10(F), 5-12=-10(F) Concentrated Loads (lb) Vert: 23=-75 28=75 25) 4th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=84(F), 5-8=-74(F), 8-9=-74(F), 13-19=20(F), 12-13=-30(F), 10-12=-20(F) Drag: 4-13=10(F), 5-12=-10(F) Concentrated Loads (lb) Vert: 24=-75 29=-75 26) 5th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(17), 3-5=84(F), 5-8=-74(F), B-9=-74(F), 13-19=20(F), 12-13=-30(F), 10-12=-20(F) Drag: 4-13=10(F), 5-12=-10(F) Concentrated Loads (lb) Vert: 25=-75 30=-75 27) 6th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-5=-84(F), 5-8=-74(F), 8-9=-74(F), 13-19=-20(F), 12-13=-30(F), 10-12=20(F) Drag: 4-13=10(F), 5-12=-10(F) Concentrated Loads (lb) Vert: 26=-75 31-75 28) 7th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-5=84(F), 5-8=-74(F), 8-9=-74(F), 13-19=-20(F), 12-13=-30(F), 10-12=-20(F) Drag: 4-13=-10(F), 5-12=-10(F) Concentrated Loads (lb) Vert: 27=-75 32=75 29) 8th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-5=84(F), 5-8=-74(F), 8-9=-74(F), 13-19=20(F), 12-13=-30(F), 10-12=20(F) Drag: 4-13=10(F), 5-12=-10(F) Concentrated Loads (lb) Vert: 28=-75 33=75 30) 9th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=-84(F), 5-8=-74(F), 8-9=-74(F), 13-19=20(F), 12-13=-30(F), 10-12=20(F) Drag: 4-13=-10(F), 5-12=-10(F) Concentrated Loads (lb) Vert: 29=-75 34=-75 31) 10th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-5=84(1`), 5-8=-74(F), 8-9=-74(F), 13-19=20(F), 12-13=-30(F), 10-12=-20(F) Drag: 4-13=-10(F), 5-12=-10(F) Concentrated Loads (lb) Vert: 30=-75 35=75 32) 11th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=84(F), 5-8=-74(F), 8-9=-74(F), 13-19=20(F), 12-13=-30(F), 10-12=20(F) Drag: 4-13=-10(F), 5-12=-10(F) Concentrated Loads (lb) Vert: 31=-75 36=75 33) 12th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=84(1=), 5-8=-74(F), 8-9=44(17), 13-19=20(F), 12-13=-30(F), 10-12=20(1`) Drag: 4-13=10(F), 5-12=-10(F) Concentrated Loads (lb) Vert: 5=-75 32=-75 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �- 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 Individual truss chord members only. Additional temporary and bracing Welk' prevent of web and/or permanent 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 MP11 Quality Criteria, DSS-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 T & D Enterprises T21143475 J40154A A07 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 a.gzu smug Zy tucu rvu inn a iuusu roa, n,u. , nu nub a . , u.oa= ID:fTSvdF8BSJOsl9o816y_aOykl IA-mPwySyr9AGIOjjQyVvirHAMv2PC4itgU W8_bQhyjeAc 2-0 0 7-0-0 9 4 4 131" 17-7-12 20-0-0 27-M 2-0-0 7-0-0 2-0 4 4-1-12 4-1-12 2�� 7-0-0 Scale = 1:51.6 i 2.11-14 i 3-5.2 4x4 = 3-6-2 i 2-11-14 i 5x5 � 4344 7 4546 3x6 = 1x4 II 5x8 M18SHS = 5x8 MIBSHS = 1x4 II 3x6 = LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017frPI2014 CSI. TC 0.99 BC 0.90 WB 0.63 Matrix -MS DEFL. in (loc) I/deft Lid Vert(LL) -0.35 12-13 >920 360 Vert(CT) -0.49 13-14 >664 240 Horz(CT) 0.11 11 n/a n/a Wind(LL) 0.12 13-14 >999 240 PLATES MT20 M18SHS Weight: 144Ib GRIP 244/190 244/190 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied. Except: 3-10: 2x6 SP No.2, 5-7,7-8: 2x4 SP No.2 3-2-0 oc bracing: 6.8 BOT CHORD 2x4 SP No.1 *Except* 3-9-0 oc bracing: 5-6 13-14: 2x6 SP SS BOT CHORD Rigid ceiling directly applied or B-5-5 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 6 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 2=0-8-0 Max Horz 2=116(LC 7) Max Uplift 11=-304(LC 8), 2=411(LC 8) Max Grav 11=1838(LC 1), 2=1911(LC 22) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3790/600, 3-4=-4479/714, 4-5=4419/700, 5-6=-3179/423, 6-8=-3179/423, 8-9=-4419/700, 9-10=-4469/713, 10-11=-4070/631, 5-7=-1576/337, 7-8=-1596/337 BOT CHORD 2-15=-483/3414, 14-15=-483/3422, 13-14=-597/4419, 12-13=-517/3691, 11-12=-516/3677 WEBS 3-14=-195/1871, 4-14=-1072/241, 9-13=-970/223, 10-13=141/1456, 10-12=391277, 6-7=-159/817 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=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); 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. This Item has been 5) Plates checked for a plus or minus 0 degree rotation about Its center. electronically Signed and 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. led b ORe an, Philip, PE Seay g p 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 using a Digital Signature. will fit between the bottom chord and any other members, 8) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-5, 5-6, 6-8, 8-9, 9-10; Wall dead load (5.Opsf) on member(s).4-14, 9-13 Printed copies of this 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 document are not considered 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (jt=lb) signed and sealed and the laa, 2=411. d case(s) 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33 has/have been modified. Building designer must review loads to verify 11) Load SI g nature must be verified that they are correct for the intended use of this truss. On any electronic Copies. 12) MULTIPLE LOADCASES — This design is the composite result of multiple load cases. PhilipJ.O'Regan PEW.58126 13) User moving load cases exist: Review the load cases for details. MiTek USA, Inc. FL Cent 8834 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. B904 Parke East'Blvd.Tampa FL S3810 15) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Date: 16) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). August 27,2020 Continued on page 2 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system, Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to buckling individual truss and/or chord members only. Additional temporary and bracing MiTek prevent of web permanent 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, sae ANSHTPII 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 T & D Enterprises T21143475 J40154A A07 ATTIC 1 1 Job Reference o Clonal East Coast Truss, Ft. Pierce, FL 34946 o.4ZU S Aug Z4 ZUZU MI I eK Inauslrles, [flu. I rIU Muy a io. w.Ya avcv rogw a ID:fTSvdF8BSJOs19o816y_aOykl IA-mPwySyr9AGIQjjQyVvirHAMv2PC4itgU WB_bQhyjeAc LOAD CASE(S) 22) 1st User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-5=84(F), 5-8=-84(F), 8-10=-84(F), 10-11=74(F), 14-23=-20(F), 13-14=30(F), 13-20=-20(F), 5-7=-74(F), 7-8=-74(F) Drag: 4-14=-10(F), 9-13=-10(F) Concentrated Loads (lb) Vert: 4=-75 29=-75 23) 2nd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-74(F), 3-5=84(F), 5-8=-84(F), 8-10=-84(F), 10-11=-74(F), 14-23=-20(F), 13-14=30(F), 13-20=-20(F), 5-7=-74(F), 7-8=74(F) Drag: 4-14=-10(F), 9-13=-10(F) Concentrated Loads (lb) Vert: 5=-75 30=-75 24) 3rd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-5=84(F), 5-8=-84(F), 8-10=-84(F), 10-11=74(1`), 14-23=-20(F), 13-14=30(F), 13-20=-20(F), 5-7=-74(F), 7-8=-74(F) Drag: 4-14=-10(F), 9-13=-10(F) Concentrated Loads (lb) Vert: 26=-75 31=75 25) 4th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=84(F), 5-8=-84(F), 8-10=-84(F), 10-11=74(F), 14-23=-20(F), 13-14=30(F), 13-20=-20(F), 5-7=-74(F), 7-8=-74(F) Drag: 4-14=10(F), 9-13=-10(F) Concentrated Loads (lb) Vert: 6=-75 27=-75 26) 5th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-5=84(F), 5-8=-84(F), 8-10=-84(F), 10-11=-74(F), 14-23=-20(F), 13-14=30(F), 13-20=-20(F), 5-7=-74(F), 7-8=-74(F) Drag: 4-14=10(F), 9-13=-10(F) Concentrated Loads (lb) Vert:28=-75 32=-75 27) 6th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=84(F), 5-8=-84(F), 8-10=-84(F), 10-11=74(F), 14-23=-20(F), 13-14=30(F), 13-20=-20(F), 5-7=-74(F), 7-8=-74(F) Drag: 4-14=10(F), 9-13=-1O(F) Concentrated Loads (lb) Vert: 29=-75 33=-75 28) 7th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=84(F), 5-8=-84(F), B-10=-84(F), 10-11=74(F), 14-23=-20(F), 13.14=30(F), 13-20=-20(F), 5-7=-74(F), 7-8=74(F) Drag: 4-14=10 (F). 9-13=-10(F) Concentrated Loads (lb) Vert:30=-75 34=-75 29) 8th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=84(F), 5-8=-84(F), 8-10=-84(F), 10-11=74(F), 14-23=-20(F), 13-14=30(F), 13-20=-20(F), 5-7=-74(F), 7-8=74(F) Drag: 4-14=-10(F), 9-13=-10(F) Concentrated Loads (lb) Vert:31=-75 35=-75 30) 9th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-5=84(F), 5-8=-84(F), 8-10=-84(F), 10-11=74(1`), 14-23=-20(F), 13-14=30(F), 13-20=-20(F), 5-7=-74(F), 7-8=-74(F) Drag: 4-14=10(F), 9-13=-10(F) Concentrated Loads (lb) Vert: 6=-75 36=-75 31) 10th User Defined Moving Load - Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=84(F), 5-8=-84(F), 8-10=-84(F), 10-11=74(F), 14-23=-20(F), 13-14=-30(F), 13-20=-20(F), 5-7=-74(F), 7-8=-74(F) Drag: 4-14=10(F), 9-13=-1O(F) Concentrated Loads (lb) Vert:32=-75 37=-75 32) 11th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74(F), 3-5=84(F), 5-8=-84(F), 8-10=-84(F), 10-11=74(1`), 14-23=-20(F), 13-14=-30(F), 13-20=-20(F), 5-7=-74(F), 7-8=-74(F) Drag: 4-14=-1O(F), 9-13=-1D(F) Concentrated Loads (lb) Vert: 8=-75 33=-75 33) 12th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74(F), 3-5=-84(F), 5-8=-84(F), 8-10=-84(F), 10-11=-74(F), 14-23=-20(F), 13-14=30(F), 13-20=-20(F), 5-7=44(F), 7-8=-74(F) Drag: 4-14=-10(F), 9-13=-10(F) Concentrated Loads (lb) Vert: 9=-75 34=-75 ® 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 MIrek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �- a truss system. Before use, the building designer must vedfy 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. Addhlonal temporary and permanent bracing MiTek' 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 ANSIITP11 quality Crlterla, DSB-69 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 Truss Type Qty Ply T & D Enterprises T21143476 PbTruss J40154A AOBG HIP GIRDER 1 1 Job Reference o tional 7 13 13 45 2020 Pa e 1 East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 24 2020 MiTek Industries, Inc. Thu Aug 2 . . 9 ID:frSvdF8BSJOsl9o816y_aOykl IA-in2itetPiu06zl aLcKIJNbRJJCxTAiomzSTiVayjeAa 2-0-0 5-0-0 10-5-0 15-10-0 21-3-0 26-8-0 27r0i0 2-0-0 5-0-0 5-5-0 5-5-0 5-5-0 5-5-0 0-4-0 4x10 = 3x8 = 3x6 = tx4 II 5.00 12 3 22 23 24 4 25 26 27 28 5 29 6 7 30 31 8 3x6 = tx4 II 3x10 = 4x8M18SHS =1x4 II 4x10 = Scale = 1:49.7 410 = N N LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2017rTP12014 CS1. TC 0.75 BC 0.65 WS 0.91 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) War Ltd -0.44 11-13 >725 360 -0.73 11-13 >440 240 0.12 9 n/a n1a 0.26 11-13 >999 240 PLATES MT20 M18SHS Weight: 135 lb GRIP 244/190 244/190 FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins, 3-6: 2x4 SP M 31, 6-8: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-10-1 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-10 5-13,5-10,8-10: 2x4 SP No.2, 8-9: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=124(LC 8) Max Uplift 2=-488(LC 8), 9=-421(LC 8) Max Grav 2=1961(LC 1),9=1919(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4053/812, 3-4=-5907/1280, 4-5=5907/1280, 5-7=-4149/905, 7-8=-4149/905, 8-9=-1814/437 BOT CHORD 2-14=-773/3678, 13-14=-769/3693, 11-13=-1310/6021, 10-11=-1310/6021 WEBS 3-14=0/348, 3-13=549/2457, 4-13=632/246, 5-11 =01334, 5-10=2011/435, 7-10=-615/247, 8-10=-938/4304 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=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); 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. This Item has been 5) Plates checked for a plus or minus 0 degree rotation about its center. electronically Signed and 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed b ORe , Philip, PE y ganp 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 using a Digital Signature. will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. Printed copies of this 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) document are not considered 2=488, 9=421. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 76 lb up at signed and sealed and the signature must be verified 5-0-0. 82 lb down and 72 lb up at 7-0-12, 82 lb down and 72 lb up at 9-0-12, 82 lb down and 72 lb up at 11-0-12, 82 lb down and 72 lb up at 13-0-12, 82 lb down and 72 lb up at 15-0-12, 82 lb down and 72 lb up at 17-0-12, 83 lb down and 72 lb up at 19-0-12, on any electronic copies. 84 lb down and 72 lb up at 21-0-12, and 84Ib down and 72 Ib up at 23-0-12, and 84Ib down and 72 lb up at 25-0-12 on top chord Philipi.019egan PENo.51l , and 119 lb down at 5-0-0, 46 lb down at 7-0-12, 46 lb down at 9-0-12, 46 lb down at 11-0-12, 46 lb down at 13-0-12, 46 lb down at 15-0-12, 46 lb down at 17-0-12, 46 lb down at 19-0-12, 46 lb down at 21-0-12, and 46 lb down at 23-0-12, and 46 lb down at MiTek USA, Inc: FL Cart 6634 $904 Parke East Blvd. Tampa FL 33610 25-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Date: 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). August 27,2020 rontinued on name 2 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and 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 City Ply T 8, D Enterprises T21143476 J40154A A08G HIP GIRDER 1 1 _ .__ Job Reference (optional) _......,.. ...�_,_._�._.: __ East Coast Truss, Ft. Pierce, FL 34945 0.9Zv S m.v 4Y Gvcv ." on u. Z.,Z5. ID:fTSvdF8BSJOsl9o816y_aOyk1IA-in2itetPiuO6z1aLcKIJNbRJJCxTAiomzSTiVayjeAa LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74, 3-B=74, 9-19=20 Concentrated Loads (lb) Vert: 3=-69(F) 6=-69(F) 14=-79(F) 7=69(F) 10=-37(F) 23=-69(F) 24=-69(F) 25=-69(F) 27=-69(F) 28=69(F) 29=-69(F) 30=-69(F) 31=-69(F) 32=-37(F) 33=-37(F) 34=-37(F) 35=-37(F) 36=37(1`) 37=37(F) 38=-37(F) 39=-37(F) 40=-37(F) WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 vedfy 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 MiTOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII 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 Truss Truss Type Qty Ply T & D Enterprises T21143477 J40154A A09G HALF HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 S Aug 24 ZUZU MI I eK Industries, inc. I nu Huy u i J. r c.— — roy= ID:fTSvdF8BSJOsl9o816y_aOyk11A-eA9SIKugEVGgCLkjklnnSOWbDOcUeb23QlyoaSyjeAY 2-0-0 5-0-0 10.6-14 13 6-0 16-0.0 21-5.2 27-0-0 2 0 0 5-0-0 5-6-14 2-11-2 2.6-0 5-5-2 5 6 14 5.00 12 1x4 II 1x4 II a 1'4 I I d 3x6 = Scale = 1:50.6 I 2-11-14 I 5.6-2 — 5.6-2 I _ 7-11.14 I I 6 45 (n 44 3x6 4x10 = 4x4 i 46 4x4 1x4 II 4x10 = N 43 1 (4 11 8 11 12 A 18 32 33 17 34 35 16 36 15 37 1x4 11 3x12 = 4x8 M18SHS = 1x4 II 28 29 3 N 39 38 14 40 41 42 13 410 = 3x6 II LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.98 BC 0.74 WB 0.93 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Vdeft Lid -0.47 15-17 >682 360 -0.75 15-17 >430 240 0.12 13 n/a n/a 0.30 15-17 >999 240 PLATES MT20 M18SHS Weight: 156 lb GRIP 244/190 244/190 FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins, 3-10: 2x4 SP M 31, 10-12: 2x4 SP No.1 except end verticals. Except: BOT CHORD 2x4 SP M 31 1 Row at midpt 8-9 WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-5-15 cc bracing. 12-13: 2x6 SP No.2, 12-14: 2x4 SP No.2 WEBS 1 Row at midpt 8-14 OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 5, 8, 7 REACTIONS. (size) 13=0-8-0, 2=0-8-0 Max Harz 2=124(LC 25) Max Uplift 13=-485(LC 8), 2=528(LC 8) Max Grav 13=2069(LC 1), 2=1992(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-4152/920, 3-4=-5858/1428, 4-5=-5498/1385, 5-7=-5498/1385, 7-8=-5498/1385, 8-9=-3837/958, 9-11=-4197/1001, 11-12=-4197/1001, 12-13=-1925/507, 4-6=-493/103, 6-9=-483/102 BOT CHORD 2-18=-875/3779, 17-18=-870/3792, 15-17=-1430/5856, 14-15=-1430/5856 WEBS 3-18=0/346, 3-17=-597/2212, 5-17=-498/228, 8-15=0/343, 8-14=-1782/461, 11-14=-790/293,12-14=-1047/4383,6-7=-277/167 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=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This item has been 4) All plates are MT20 plates unless otherwise indicated. electronically Signed and 5) Plates checked for a plus or minus 0 degree rotation about its center, sealed by ORegan, Philip, PE 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-&0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members. Printed Copies of this 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) document are not considered 13=485, 2=528. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. signed and sealed and the signature must be verified 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 129 lb down and 76 lb up at 5-0-0, 129 lb down and 72 lb up at 7-0-12, 129 lb down and 87 lb up at 9-0-12, 129 lb down and 87 lb up at 11-0-12, 129 lb down on any electronic copies. and 87 lb up at 15-0-12, 129 lb down and 87 lb up at 17-0-12, 129 lb down and 79 lb up at 18-11-12, 129 lb down and 72 lb up at P611IpJ.0'Rogan PE No.68128 21-0-12, 129 lb down and 72 lb up at 23-0-12, and 129 lb down and 72 lb up at 25-0-12, and 131 lb down and 70 lb up at 26-2-12 MITekUSA., Inc. FL Cart 8834 on top chord, and 119 lb down at 5-0-0, 46 lb down at 7-0-12, 46 lb down at 9-0-12, 46 lb down at 11-0-12, 160 lb down and 74 lb 0004 Parke EastBlvd.Tampa FL 33610 up at 13-0-12, 46 lb down at 15-0-12, 46 lb down at 17-0-12, 46 lb down at 19-0-12, 46 lb down at 21-0-12, 46 lb down at Date: 23-0-12, and 46 lb down at 25-0-12, and 55 lb down at 26-2-12 on bottom chord. The design/selection of such connection August 27,2020 ContOiuBdafe)dadtid'esponsibility of others. ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �- a truss system. Before use, the building designer must verifythe 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 M!Tek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T & D Enterprises T21143477 J40154A A09G HALF HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 t1.4ZU s Aug Z4 ZUZU IVII I ek Industries, Ind. Thu Huy cr io. io."i cu<u rage c ID:frSvdF8BSJOsl9o816y_aOyklIA-eA9SIKugEVGgCLkjklnnSOWbDOcUeb23QlyoaSyjeAY NOTES- 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 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74, 3-4=74, 9-12=-74, 13-23=-20, 4-6=-74, 6-9=-74 Concentrated Loads (lb) Vert: 3=-69(F) 18=79(F) 9=69(F) 27=69(F) 28=-69(F) 29=-69(F) 30=-69(F) 31=-85(F) 32=37(F) 33=-37(F) 34=-37(F) 35=-160(F) 36=37(F) 37=37(F) 38=-37(F) 39=-37(F) 40=-37(F) 41=37(F) 42=-42(F) 43=-69(F) 44=-69(F) 45=-69(F) 46=-69(F) ®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 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 buckling Individual truss ony. Additional temporary and bracing M!Tek' building design. Bracing Indicated Is to prevent of web and/or chord members permanent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 8904 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 T & D Enterprises T21143478 J40154A 801 G Hip Girder 1 Job Reference (optional) test Doast 1 russ, Ft. varce, t-L'J494U o.ycv a nuy C9..... v i on e,uuou,co. ,.— ,,,.. n..y . ,... , ..y.. ID:fTSvdF8BSJOsl9o816y_aOyk11A-7MjrWfvl_pOggVJvlT10_D3nnQvxN44DfPiM6uyjeAX 2-0-0 4-4-11 7-10-0 11-3-5 15-8-0 2-0-0 4-4-11 3-5-5 3-5-5 4-4-11 Scale = 1:29.5 5x8 = 5x8 M18SHS = 1x4 II 4 19 5 HUS26 HUS26 LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2017frP12014 CSI. TC 0.93 BC 0.92 WB 0.82 Matrix -MS DEFL. in Vert(LL) -0.23 Vert(CT) -0.40 Horz(CT) 0.08 Wind(LL) 0.14 (loc) I/defy. Ud 8 >806 360 8-9 >468 240 6 rile n/a 8 >999 240 PLATES MT20 M18SHS Weight: 168 Ito GRIP 244/190 244/190 FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins. 5-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=56(LC 7) Max Uplift 6=-1048(LC 8), 2=935(1_C 8) Max Grav 6=6208(LC 1), 2=4543(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11154/2049, 3.4=-13796/2470, 4-5=-13796/2470, 5-6=-13797/2348 BOT CHORD 2-9=-1841/10247, 8-9=-1875/10432, 7-8=-2180/13094, 6-7=-2126/12725 WEBS 3-9=-439/2278, 3-8=-601/3876, 5-8=283/915, 5-7=-674/4556 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"xY) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. This item has been II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 5) Provide adequate drainage to prevent water ponding. Sealed by ORegan, Philip, PE 6) All plates are MT20 plates unless otherwise indicated. using a Digital Signature. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed Copies Of this 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered will fit between the bottom chord and any other members. sealed and the and Seal uplift at Joint(s) except Ot=lb) 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift nature must e verified signature 6=1048, 2=935. 11) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails Into Truss) or equivalent spaced at 2-0-0 oc max. starting at 5-0-12 On any electronic copies. from the left end to 7-0-12 to connect truss(es) to back face of bottom chord. Phillp J. VRegen PE No.58126 12) Use USP HUS26 (With 14-16d nails into Girder & 4-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 MiTek USA, Inc. FL Cart 6634 from the left end to 13-3-4 to connect truss(es) to back face of bottom chord. 0904 Pittke EaafBlvd,Tampa FL 33610 13) Fill all nail holes where hanger is in contact with lumber. Date: August 27,2020 e Afid1Bd18tEMeSlItandard ® 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 Additional temporary and bracing MiTek building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. permanent 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/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T & D Enterprises T21143478 J40154A B01G Hip Girder 1 2 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 o.9LV a Nutt L9 LVLV IVn I— !"u.—IOJ, a IV. I - nuy . �..�.. ..y.. — I D:fTSvdF8B SJOsl9o816y_aOyk11A-7MjrWfvl—pOggVJvlT10_D3nnQvxN44DfPiM6uyjeAX LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=74, 3-5=74, 5-6=74, 2-6=20 Concentrated Loads (lb) Vert: 7=-1454(B)20=-1899(B)21=-1446(B)22=1411(B)23=-1454(B)24=-1460(B) ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUfPIi 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 oty Ply T & D Enterprises T21143479 J40154A B02G Hip Girder 1 1 Job Reference(option . al East Coast Truss, Ft. Pierce, FL34U46 un va.,vy a,ww,.,,, _,. ,, ,..�...,,�-, ,�� .,,...._a ID:fTSvdF8BSJOsl9o816y_a0yk1IA-;Z Dj?w l6WXReu6rApFXRc3hpNf6eVMu3RveLyjeAW -2-0-0 3-0-0 7-10-0 12-8-0 15-8-0 2-0-0 3-0.0 4-10-0 4-10-0 3 0 0 Scale=1:30.1 5.00 C d 1 3x4 = 4x8 = 1x4 II 4x8 = LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2017rrP12014 CSI. TC 0.47 BC 0.44 WB 0.36 Matrix -MS DEFL. In (loc) I/defl Ud Vert(LL) -0.12 8 >999 360 Vert(CT) -0.20 8 >943 240 Horz(CT) 0.03 6 n/a n/a Wind(ILL) 0.08 8 >999 240 PLATES GRIP MT20 244/190 Weight: 72 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins. 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) 6=0-8-0, 2=0-8-0 Max Horz 2=48(LC 8) Max Uplift 6=-180(LC 8), 2=-293(LC 8) Max Grav 6=746(LC 1), 2=918(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1528/339, 3-4=-2322/573, 4-5=2322/573, 5-6=-1603/389 BOT CHORD 2-9=-298/1376, 8-9=-296/1385, 7-8=330/1474, 6-7=-331/1461 WEBS 3-8=-274/992, 4-8=-404/163, 5-8=-232/949 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=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip COL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except (jt=lb) This item has been 6=180, 2=293. electronically signed and 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 33 lb up at sealed b ORe , Philip, PE y ganp' 3-0-0. 58 lb down and 30 lb up at 5-0-12, 57 lb down and 30 lb up at 7-0-12, 59 lb down and 30 lb up at 8-7-4, and 60 Ib down and lb using a Digital Signature. 30 lb up at 10-7-4, and 57 lb down and 33 lb up at 12-8-0 on top chord, and 68 lb down and 8 lb up at 3-0-0, 33 lb down and 1 up at 5-0-12, 33 Ib down and 1 lb up at 7-0-12, 33 lb down and 1 lb up at 8-7-4, and 33 lb down and 1 lb up at 10-7-4, and 68 lb Printed copies Of this down and 8 lb up at 12-7-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. document are not Considered 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signed and Sealed and the signature must be verified LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 on any electronic copies. Uniform Loads (plf) Philip J. O'l2egan PE No,68126 Vert: 1-3=-74, 3-5=-74, 5-6-74, 14-17=-20 MiTek USA, Ind: FL Cart6034 Concentrated Loads (Ib) 0004 PerkaEa3fBlvd. Tampa FL 33610 Vert: 3=-3(F) 5=-3(F) 9=-11(F) 7=-11(F) 20=-3(F) 22=3(F) 24=-3(F) 25=-3(F) 26=1(F) 27=1(F) 28=1(F) 29=1(F) Date: August 27,2020 A 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 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 ANSIITP11 Quality Criteria, OSB-69 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 T & D Enterprises T21143480 J40154A C01G Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 6.426 b mug•.a— I D:f TSvdF8B SJOs 19o816y_aOykl IA-3irbwLxY WQeO3 oTl PtKU 4e BFXD hlr9u W 7iBTAnyjeAV -2-0-0 5-0-0 7-0-0 12-0-0 Too 5-0-0 2-0-0 5-0-0 Scale = 1:23.1 4x6 = 4x4 = 3 18 LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress [nor NO Code FBC201,7rrP12014 CSI. TC 0.40 BC 0.51 WB 0.09 Matrix -MS DEFL. in Vert(LL) -0.04 Vert(CT) -0.08 Horz(CT) 0.02 Wind(LL) 0.06 (lot) I/clef! Ud 6-14 >999 360 6-14 >999 240 5 n/a n/a 6-14 >999 240 PLATES GRIP MT20 244/190 Weight: 53 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-6 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 5=0-8-0, 2=D-8-0 Max Horz 2=62(LC 7) Max Uplift 5=-292(LC 8). 2=410(1_13 8) Max Grav 5=699(LC 1), 2=878(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1269/461, 3-4=-1157/480, 4-5=1288/484 BOT CHORD 2-7=-375/1111, 6-7=-377/1120, 5-6=-401/1146 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=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24it; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 5=292, 2=410. This item has been 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 75 lb up at electronically signed and 5-0-0, and 97 lb down and 75 lb up at 7-0-0 on top chord, and 182 lb down at 5-0-0, and 182 lb down at 6-11-4 on bottom chord. Sealed by ORegan, Philip, PE 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). using a Digital Signature. Printed copies of this LOAD CASE(S) Standard document are not considered 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 signed and sealed and the Uniform Loads (plf) Vert: 1-3=-74, 3-4=-74, 4-5=-74, 12-15=-20 signature must be verified g Concentrated Loads (lb) on any electronic copies. Vert: 3=-69(F) 4=-69(F) 7=-79(F) 6=79(F) Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL cart e634 6904 Parke'East Blvd. Tampa FL 33810 Date: August 27,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T 9 D Enterprises T21143481 J40154A Vol Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 24 2020 MiTek Industries, Inc. Thu Aug 27 13:13:b1 2uzu rage 1 ID:fTSvdF88SJOsl9o816y_aOyk11A-XxPz8hxAHkmFhy2UzbrjcshNLd52ad3fLNwOjDyjeAU 4-10-8 4-10-6 2x3 i 3x4 = 1x4 II 2x3 II 39 v Scale = 1:14.5 0- - 0 4-9-14 10-8-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) n/a file 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.25 Vert(CT) mile file 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 nla n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 20 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-7-3 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=5-6-9, 4=5-6-9, 5=5-6-9 Max Horz 1=54(LC 8) Max Uplift 1=-39(LC 8), 4=-1 l4(LC 3), 5=-38(LC 8) Max Grav 1=185(LC 1), 5=294(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 4=114. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J.A'Rogan PE No.63126 MiTek USA, Inc. FL Cart0024 6604 Parke Easf Blvd. Tampa FL 33610 :Date: August 27,2020 ® 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 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 vedy the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Crlteda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T & D Enterprises T21143482 J40154A V02 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 24 2020 MiTek Industries, Inc. Thu Aug 27 13:13:52 2020 Page 1 ID:fTSvdF8BSJOsl9o816y_aOyklIA-7BzLL1yo21u6l6chXINy93Ef31UGJ4Yoa1gZFgyjeAT 2-10-8 2-10-8 0-8-11 i 2x3 i LOADING (psf) SPACING- 2-0-0 TOLL 30.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 1=3-6-9, 4=3-6-9, 5=3-6-9 Max Horz 1=24(LC 8) Max Uplift 1=-22(LC 8), 4=-16(LC 3), 5=-25(LC 8) Max Grav 1=95(LC 1), 4=12(LC 1), 5=147(LC 1) 3x4 = 2 1x4 II 2x3 II CSI. DEFL. in (loc) Vdefl Lid TC 0.14 Vert(LL) n/a n/a 999 BC 0.06 Vert(CT) n/a n/a 999 WB 0.02 Horz(CT) 0.00 n/a n/a Matrix-P FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:8.7 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-3 oc puffins, except end verticals. BOT CHORD 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; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 4, 5. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. URegan PE No.58126 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL $3810 Date: August 27,2020 ®WARNING - Vedfy design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ` Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIll All Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T & D Enterprises T21143483 J40154A V03 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce; FL 34946 8.420 s Aug 24 2020 MiTek Industries, Inc. Thu Aug 2/ i313:52 2020 rage i ID:frSvdFBBSJOsl9o816y_aCyk11A-?BzLL1yo2lu6l6chXINy93EadlRyJ4EoalgZFgyjeAT 4.6-8 6-8-5 4-6-8 2-1-13 i 2x3 4 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 1=6-7-11, 4=6-7-11, 5=6-7-11 Max Horz 1=58(LC 8) Max Uplift 1=-35(LC 8). 4=-31(LC 4), 5=66(LC 8) Max Grav 1=180(LC 1), 4=77(LC 1), 5=287(LC 1) 4x4 = CSi. DEFL. in (loc) I/deft Ud TC 0.49 Vert(LL) n/a n/a 999 BC 0.21 Vert(CT) n/a n/a 999 WB 0.04 Horz(CT) 0.00 4 n/a n/a Matrix-P FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 2x3 11 3 2x3 II Scale = 1:13.7 PLATES GRIP MT20 244/190 Weight; 23 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 1, 4, 5. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. VRogan'PE No.58126 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33810 Date: August 27,2020 ® 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 properly Incorporate this design Into the overall design. Bracing Indicated is to buckling Individual truss chord members only. Additional temporary and bracing MiTek building prevent of web and/or permanent 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 ANSI1TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply T & D Enterprises T21143484 J40154A VO4 Valley 1 1 Job Reference (optional) t]ast UOasi I russ, Ft. rlerce, I-L s4U4ti 8.42U 5 Aug 24 ZUZU MI I BK Inciustnes, Inc. I nU Aug 2r 1 J:l J:06 ZUZU rage i ID:fTSvdFBBSJOsl9o816y_a0yk11A-TKWkZNzRpLOzwGBt4OuBhHmnbRo52XgyphP7n6yjeAS 3x4 = 2 3 5 4 2x3 -:�- 1x4 II 2x3 II Scale = 1:11.0 0-q-10 3-11-13 0 - 0 3-11-3 0-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 16 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-8-5 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=4-7-11, 4=4-7-11, 5=4-7-11 Max Horz 1=41(LC 8) Max Uplift 1=-31(LC 8), 4=-64(LC 3), 5=33(LC 8) Max Grav 1=145(LC 1), 5=225(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown 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=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1, 4, 5. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. phillp J. O'Itegan PE No.58128 MITek USA, Inc. FL Cart 6834 8004 Parke East Blvd. Tampa FL 33810 Date: August 27,2020 A WARNING -Verify 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, 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 M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T 8 D Enterprises T21143485 J40154A V05 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 24 2020 MiTek Industries, Inc. Thu Aug 27 13:13:54 2020 Page 1 I D:FrSvdF8BSJOsl9c816y_a0yk1 IA-xW46mj_3afBgYQm3ejPQEUJ 13g9Zn_152L9gJYyjeAR 1-11-13 2-B-5 _ J 1-11-13 0-13.8 24 2x4 = 5.00 12 2 3 3x3 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.33 BC 0.07 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P LUMBER - TOP CHORD 20 SP No.3 BOT CHORD 20 SP No.3 REACTIONS. (size) 1=2-7-11, 3=2-7-11 Max Horz 1=-11(LC 6) Max Uplift 1=-22(LC 8), 3=-22(LC 8) Max Grav 1=91(LC 1), 3=91(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:6.9 PLATES GRIP MT20 244/190 Weight: 7 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc purlins. BOT CHORD 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; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. O'Ragan PE N0.59126 MITak USA, Inc. FL Cart 8834 6904 Paine East Blvd. Tampa FL S3810 Date: August 27,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not 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 ANS11TFI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T & D Enterprises T21143486 J40154A V12 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 24 2020 MTek Industries, Inc. Thu Aug 27 13:13:54 2020 Page 1 ID:fTSvdF8BSJOsl9o816y_aOykl IA-xW46mj_3af8gYQm3ejP QEUJ_2g8dn_c52L9gJYyjeAR 44 = 8 7 8 3x4 i 1x4 11 1x4 11 1x4 11 3x4 0- 0 1 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.24 TCDL 7.0 Lumber DOL 1.33 BC 0.13 BCLL 0.0 Rep Stress Incr YES WB 0.04 BCDL 10.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 Scale = 1:20.3 i -B-11 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a - file 999 Horz(CT) 0.00 5 n/a n/a Weight: 43 Ito FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 12-8-2. (lb) - Max Horz 1=-51(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=101(1_C 8), 8=-101(LC 8) Max Grav All reactions 250lb or less atjoint(s) 1, 5, 7 except 6=332(LC 18), 8=332(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-6=-254/115, 2-8=254/115 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=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) 1, 5 except Qt=lb) 6=101, 8=101. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. VRegan PE No,68126 MITek USA, Inc. FL Cart 863d 0004 Parke East Blvd. Tampa FL 33810 Date: August 27,2020 ®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 MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 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 T & D Enterprises T21143487 J40154A V16 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 24 2020 MiTek Industries, Inc. Thu Aug 27 13:13:55 2020 Page 1 ID:fTSvdFBBSJOsl9o816y_aOyk11A-PjeU 37hLyGh9ZLGCRwfnis5HETKWQTFG7vEs7yjeAQ 8A-10 16-9-5 8-4-10 841-10 4x4 = Scale=1:26.7 3x4 9 8 7 6 3x4 1x4 II 1x4 II 3x8 = 1x4 II LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 CSI. DEFL. in (loc) I/defl L/d TC 0.40 Vert(LL) n/a n/a 999 BC 0.23 Vert(CT) n/a n/a 999 WB 0.07 Horz(CT) , 0.00 5 n/a n/a Matrix-S PLATES GRIP MT20 244/190 Weight: 57 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-8-2. (lb) - Max Horz 1=-68(LC 6) Max Uplift All uplift 100 Ib or less at Joints) 1, 5,8 except 6=-131(LC 8), 9=-131(LC 8) Max Grav Ali reactions 250 lb or less at joints) 1, 5 except 8=368(LC 1), 6=429(LC 18). 9=429(LC 17) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-8=-280/66, 4-6=341/153, 2-9=-341/153 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=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift atjoint(s) 1, 5, 8 except (Jt=lb) 6=131, 9=131. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. VRogim PE No.t 8126 MiTek USA, Ine. FL Cart 0634 6004 ParkilEgst Blvd. Tampa FL 33810 Date: August 27,2020 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MrrekS connectors. This design is based only upon parameters shown, and is for an individual building component, not �" a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T & D Enterprises T21143488 J40154A V20 Valley 1 1 Job Reference (opt onal Cast Goast iFuss, m. vierce, hL 34V4c, a.4Zu s Aug [4 LVLU Iwl I eK IWUstriub, 111G. I Flu Mug Lr r0. lo.uv LULU rawo I Scale = 1:33.2 4x4 = 3x4 i:o- 21 20 19 18 17 16 15 14 13 12 3x4 1x4 II 1x4 II 1x4 II 1x4 II 1x4 II 1x4 II 3x6 = 1x4 II 1x4 II 1x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 11 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight: 88 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE REACTIONS. All bearings 20-8-2. OF THE TRUSS ONLY. FOR STUDS EXPOSED TO VVIND (lb) - Max Horz 1=86(LC 7) (NORMAL TO THE FACE), SEE STANDARD INDUSTRY Max Uplift All uplift 100 lb or less at joint(s) 1, 21, 20, 19, 18, 16, 14, 13, 12 GABLE END DETAILS AS APPLICABLE, OR CONSULT Max Grav All reactions 250 lb or less at joint(s) 1, 11, 17, 21, 20, 19, 18, 16, 14, 13, 12 QUALIFIED BUILDING DESIGNER AS PER ANSIITPI 1. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown 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=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 21, 20, 19, 18, 16,14,13,12. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. ORegen PE No.68126 MiTek USA, Inc. FL Cert 8634 8904 Parke East Blvd. Tampa FL 33610 Data: August 27,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T & D Enterprises T21143489 J40154A ZCJ1 Jack -Open 12 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 -2-0-0 8.420 s Aug 24 2020 MiTek Industries, Inc. Thu Aug 27 13:13:57 2020 Page 1 I D:frSvdF8BSJOsl9o816y_aOykl IA-M5mEOkOxlaWPPtVeJry7s7xPZ2AE_L1 XkJOKwtyjeAO Scale: 1.5"=l' Plate Offsets (X,Y)-- 12:0-1-2 Edge] [5:0-2-2 0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.00 9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.07 Vert(CT) 0.00 9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) -0.00 9 >999 240 Weight: 10 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.3 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=62(LC 8) Max Uplift 3=-44(LC 1), 2=-233(LC 8), 4=-82(LC 1) Max Grav 3=42(LC 8). 2=365(LC 1), 4=73(LC 8) 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=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=233. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J.0'Regan PE No,68128 MiTek USA, Inc: FL Ceti 66U 0004 Parke East Blvd. Tampa FL 33610 Data: August 27,2020 ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use onlywith MTekds 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 ANSUTP11 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 Truss Truss Type Qty Ply T & D Enterprises T21143490 J40154A ZCJ3 Jack -Open 8 1 Job Reference (optional) East Coast Truss, R. Pierce, FL 34946 8.420 s Aug 24 2020 MiTek Industries, Inc. Thu Aug 27 13:13:58 2020 Page 1 ID:fTSvdF8BSJOsl9oB16y_pOykl IA-gHKdc4l ZeteGO14gtZUMOKUaJSW9joHhyz7uSJyjeAN 2-11-4 2-11.4 Scale = 1:12.2 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (]cc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.00 4-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.09 Vert(CT) -0.00 4-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) -0.00 4-11 >999 240 Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 8) Max Uplift 3=-20(LC 5), 2=-162(LC 8) Max Grav 3=64(LC 1), 2=342(LC 1), 4=45(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160Mph (3-second gust) Vasd=124mph; TCDL=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1,60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=162. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. i)'Rogan PE N0,58126 MiTek USA, Inc. FL Cart 6634 8604 Parke East Blvd. Tampa FL 33610 Date: August 27,2020 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rov. 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 WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/fPlf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetyinformaf/on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T & D Enterprises T21143491 J40154A ZEJ3 Jack -Open 6 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 24 2020 M7ek Industries, Inc. Thu Aug 27 13:13:58 2020 Page 1 I D:fTSvdF8BSJOs19oB16y_aOyk1 [A-gHKdc41 ZeteGO14gtZUMOKUeJSW3joHhyz7uSJyjeAN -2-0-0 3-0.0 2-0-0 3-0-0 Scale = 1:12.4 Plate Offsets (X,Y)— [2:0-2-14,Edge] [5:0-2-2,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.00 4-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.10 Vert(CT) -0.01 4-11 >999 240 BCLL 0.0 Rep Stress Iner YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wind(LL) -0.00 4-11 >999 240 Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=92(LC 8) Max Uplift 3=-20(LC 5), 2=-161(LC 8) Max Grav 3=66(LC 1), 2=343(LC 1), 4=46(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 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.Opsf; BCDL=3.Opsf; h=15ft; 13=45ff; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3 except (jt=lb) 2=161. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. VRegan PE No.56126 MITek USA, Inc. FL Cart6034 6904 Parke East Blvd. Tampa FL 33610 Dale: August 27,2020 ®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 MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verifythe applicability of design parameters and 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 ANSIlrPlf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T & D Enterprises T21143492 J40154A ZEJ5 Jack -Open 25 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Aug 24 2020 MiTek Industries, Inc. Thu Aug 27 13:13:59 2020 Page 1 ID:fTSvdF8BSJOs19o816y_aOyk11A-IUu?pQ2BPBn7eBf1RG?bxYO13rozSFXgBdtR?myjeAM -2-0-0 5-0-0 2-0-0 5-0-0 Scale = 1:16.4 5-0-0 e.n-n Plate Offsets (X,Y)— [5:0-2-2,0-0-81 LOADING (psi) SPACING- 2-.0-0 CSI. DEFL, in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.02 4-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.38 Vert(CT) -0.05 4-11 >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 -MP Wind(LL) 0.02 4-11 >999 240 Weight: 22 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=122(LC 8) Max Uplift 3=-57(LC 8). 2=-161(LC 8) Max Grav 3=143(LC 1), 2=416(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=161. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Phillp J. O'Regan PE No.58126 MiTek USA, Inc. FL Cart 6634 0904 Parke East Blvd. Tampa FL 33810 Date: August 27,2020 /& WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10I1-7473 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 ANSI/rPl1 Quality Crltedo, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T & D Enterprises T21143493 J40154A ZHJ3 Diagonal Hip Girder 2 1 Job Reference (optional) East Coast Truss, Ft, Pierce, FL 34946 2-9-15 8.420 s Aug 24 2020 MiTek Industries, Inc. Thu Aug Zf 13:14:UU ZUZU rage 1 ID:fTSvdF8BSJOsl9o816y_aOyklIA-mgSN1m2gAVy_GLED?_WgUIZ MFCiBiV_QHc?XCyjeAL Scale = 1:14.7 2x4 = e PROVIDE ANCHORAGE, DESIGNED BY OTHERS, 3x3 II AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS - SPECIFIED BELOW. - -3-0 4-2-3 3-0 4-2-3 Plate Offsets (X Y)-- [5:0-3-0 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (too) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.01 7-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.09 Vert(CT) -0.01 7-11 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.02 Horz(CT) 0.00 4 file nla BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 23 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 7=Mechanical, 4=0-10-15, 8=Mechanical Max Harz 4=336(LC 17), 8=336(LC 17) Max Uplift 5=-45(LC 8), 7=-1 (LC 8), 4=134(LC 8) Max Grav 5=97(LC 1), 7=58(LC 3), 4=430(LC 1) FORCES. (ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-94/379, 3-4=-87/395 BOT CHORD 2-8=-336/101 NOTES- 1) Wind: ASCE 7-10; WWI60mph (3-second gust) Vasd=124mph; TCDL=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7 except (jt=1b) 4=134. This item has been 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. electronically Signed and 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 39 lb down and 72 lb up at led b ORe Philip, PE seay gan p 1-4-15, and 39 lb down and 72 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the using a Digital Signature. 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). Printed copies Of this document are not considered LOAD CASE(S) Standard signed and sealed and the g 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads signature must be verified (plf) Vert: 1-2=-14, 2-5=-74, 6-9=20, 2-8=20 on any electronic copies. Concentrated Loads (lb) Pfiilip.l. URegen PENo,56126 Vert: 12=68(F=34, B=34) Wilk USA; Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 27,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with 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 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 ANS11TPIf Duality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T & D Enterprises T21143494 J40154A ZHJ5 Diagonal Hip Girder 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8,420 s Aug 24 2020 MTek Industries, Inc. Thu Aug 27 13:14:01 2020 Page 1 ID:fTSvdF8BSJOs19o816y_aOyk11A-Es7IE63SxolgtUoPYhl3Oz63gfUew917fxMY3eyjeAK -2-9 15 3-9-9 7-0-2 2-9-15 3-9-9 3-2.8 Scale=1:19.6 3x4 I I 2x4 = 3x3 11 0 3 0 3-9-9 7-0-2 Plate Offsets (X,Y)— (5:0-3-0,0-0-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.07 7-11 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.36 Vert(CT) -0.12 7-11 >662 240 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) 0.00 5 file n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) -0.06 7-11 >999 240 Weight: 33 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 5=Mechanical, 7=Mechanical, 4=0-10-15, 8=Mechanical Max Horz 4=146(LC 14), 8=198(LC 24) Max Uplift 5=-79(LC 8), 4=-169(LC 8) Max Grav 5=188(LC 1). 7=113(LC 3). 4=563(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=169. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 31 lb up at 4-2-15, and 68 lb down and 31 lb up at 4-2-15 on top chord, and 39 lb down and 72 lb up at 1-4-15, 39 lb down and 72 lb up at 1-4-15, and 30 lb down and 4 lb up at 4-2-15, and 30 lb down and 4 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied,to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=14, 2-5=74, 6-9=20, 2-8=20 Concentrated Loads (lb) Vert: 13=68(F=34, B=34) 14=8(F=4, 6=4) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. VRegan PE No.58126 MITok USA, Inc: FL Cart 6034 8904 Parke East'Blvd. Tampa FL 33810 Date: August 27,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members any. 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 ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 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. 0-116r. For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 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 NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or altemative Tor 1 bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIrrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSlrrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated. 4