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HomeMy WebLinkAboutTrussSpre4der Bar 0 C? co 9 7 Is, 21-08-00 24-00-00 / / /11,_ / J5A 11 V12 V14 45-04-00 V 23-08-00 ii 1-D C)l 0i r�L � A B 7-00--00 11-00-00 I. 10-.04-00 HfP CARRIER 1,00AIE.DAS' O1MFN$1ONED ON L 7A ------- ------------ ARE NO F-.VELED A ID ENCiNE­ N,, U w bz 0 z Q 0 1z 7.4" O.C. THRU CORNER JACKS ONLY 2w 1, I-V16 CORNER DETAIL OVERHANGS NOT SH.MN ItR CLARET'{ WALL HEIGHT VARIES 12 END DETAIL: TYPICAL 5 y. ID co 9 4-01 :Z CCO, 20000 0 9 ra kRh� -n 1 SusMITT!L uii3'ms 1" A T ON z OR11 I' "OW FOR T011 '1013 vllf`)R�� C ................... TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option, After 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job site or a portion of the job site for delivery, Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is responsible to Chambers Truss for towing costs due to site conditions. 6, Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour fee for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price, Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss _--1',_ ­­­­ r__ r__ _­­ --- :_ ­­ _r ....a—- 4 4 M 01 ___ _­L 6_ ; Web Site: CHAMBtaw. RSTRISS.COM MAlL@CHAM8ERSTRUSS,C0IV . MITIEK VERSION 7A1.431 LOADINGIDESiGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1604.6,1 DESIGN CRITERIA County ST. LUCIE Building Department ST. LUCIE CO. Wind Design Criteria ASCE 7-16 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-16 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 160mph Top Chord G.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category U: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2020 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc, Drawing Name: 77539 SCALE: 1/4" = V-011 105 total trusses, 39 unique designs Designer: RAC Reviewed by: Date: 05/17/21 SUNRISE CITY CHIDUC` DESCRIPTION: 1702 JUANITA Page 1 of I CUSTOMER INITIALS EACH PAGE 7 7 5 '319 r ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: 77539 - 1702 JUANITA MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Sunrise City CHDO Project Name: 1702 Juanita Model: . Tampa, FL 33610-4115 Lot/Block: . Subdivision: . Address: 1702 Juanita, . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License M Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf Thic nnr-lrana inrdi mac 40 inrlivirh iol Tn icc n=einn r)ro%niinnc onA n Arlrli+innnl rlrnwinnc With my seal affixed to this sheet, I hereby certify that I am the Truss Design Enginee conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T24014501 A 5/20/21 15 T24014515 C4 5/20/21 2 T24014502 Al 5/20/21 16 T24014516 C5 5/20/21 3 T24014503 A2 5/20/21 17 T24014517 C6 5/20/21 4 T24014504 A3 5/20/21 18 T24014518 GRA 5/20/21 5 T24014505 A4 5/20/21 19 T24014519 GRB 5120/21 6 T24014506 A5 5/20/21 20 T24014520 GRC 5/20/21 7 T24014507 A6 5/20/21 21 T24014521 GRD 5/20/21 8 T24014508 B 5/20/21 22 T24014522 J 1 5/20/21 9 T24014509 B1 5/20/21 23 T24014523 J3 5/20/21 10 T24014510 B2 5/20/21 24 T24014524 J3P 5/20/21 11 T24014511 C 5/20/21 25 T24014525 J5 5/20/21 12 T24014512 C1 5/20/21 26 T24014526 J5A 5/20/21 13 T24014513 C2 5/20/21 27 T24014527 J5P 5/20/21 14 T24014514 C3 5/20/21 28 T24014528 J7 5/20/21 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. 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 Chambers Truss. Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. r ar phis ind®xn"etz0 Rul L QZONOOZ F--a }}W F- M<LuouUN LU OW FW- 0ZZWZ~W z 0U0000W UgN,PWUZ Z z F- U G9 o W W C71- W w 1= w 0 0 gz=sQzo=❑ U Lf3 a�pr WO w pUtn(qCYU) () Lu d3 M cn X �<Ft�OUd� m U �'• Zgzz00 0OU � <k 5;;2F-0-J =S m W1XZ0L)0U- a:O00 O <L, w 0 UZOZUQzZ ��W ver d p q,0P V'J 0:dn gnra--zoo UOCw o a O a > UJ guJ}u_F-UtYU um ICn 7WZOOmom C.D OULLCUtL m �1{IIIIII/11 50-ju S GENE' No 34869 fir STATE OF F •. l O R 1 O,• ��,�. ie;ss�O N AI Julius Lee PE No.34669 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 Lee, Julius 1 of 2 �1 N81 0 MiTek 0 RE: 77539 - 1702 JUANITA Site Information: Customer Info: Sunrise City CHDO Lot/Block: . Address: 1702 Juanita, . City: Fort Pierce Project Name: 1702 Juanita Model: . Subdivision: . No. Seal# Truss Name Date 29 T24014529 HP 5/20/21 30 T24014530 KJ7 5/20/21 31 T24014531 KJ9 5/20/21 32 T24014532 MV2 5/20/21 33 T24014533 MV4 5/20/21 34 T24014534 MV6 5/20/21 35 T24014535 MV8 5/20/21 36 T24014536 V4 5/20/21 37 T24014537 V8 5/20/21 38 T24014538 V12 5/20/21 39 T24014539 V14 5/20/21 State: FL 2 of 2 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type oty Ply 1702 JUANITA T24014501 77539 A HIP 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:52:16 2021 Page 1 ID:UGxVKC6S1 B4tWLRVWVgLVn6zFgG7-UftXisYVgXYFc?w91XTMs3rsXOkVnr_DhR_ijMzFHpD -2-0-0 4-9-14 9-0-0 149-5 20-6-11 25-0-0 26-4-0 30-6-2 35.4-0 37-4-0 2-0-0 4-9 14 4-2-2 5-9-5 5-9-5 4-5-5 1 4-0 4-2-2 4-9-14 5x6 = 5.00 12 3x8 = 3x6 = 3x4 = 3x6 11 5x6 — 29 30 5 6 7 31 32 8 9 Scale: 3/16"=l' v 2I7 0 IV 75X6 _ - -- 35 36 3x5 = 3x6 = 3x6 = 3x4 = 3x4 = 3x4 11 3x5 = 3x4 11 3x6 = 9-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.28 BC 0.41 WB 0.79 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wrld(LL) in (loc) Ildefl Lid -0.12 20-23 >999 360 -0.26 20-23 >999 240 0.04 11 n/a n/a 0.15 13-14 >840 240 PLATES GRIP MT20 244/190 Weight; 184 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 15=0-8-0, 11=0-8-0 Max Horz 2=167(LC 11) Max Uplift 2=-624(LC 12), 15=951(LC 12), 11=512(LC 12) Max Grav 2=963(LC 1), 15=1556(LC 1), 11=350(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1694/1182, 3-4=-1387/950, 4-5=1245/934, 5-7=-493/577, 7-8=01528, 8-9=0/528, 9-10=-16/573,10-11=-245/1284 BOT CHORD 2-20=-943/1552, 18-20=-726/1217, 17-18=-726/1217, 15-17=-305/493, 14-15=-475/241, 13-14=-1094/194, 11-13=-1094/194 WEBS 3-20=-379/356, 4-20=-119/342, 5-17=875/504, 7-17=-153/546, 7-15=-1221/534, 8-15=-380/514, 9-14=-278/10, 10-14=560/1246, 10-13=604/242 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extericr(2E)-2-0-11 to 1-5-12, Interior(1) 1-5-12 to 9-0-0, Exterior(2R) 9-0-0 to 13-11-15, Interior(1) 13-11-15 to 26-4-0, Exterior(2R) 26-4-0 to 31-3-15, Interlor(1) 31-3-15 to 37-4-11 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically Signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Lee, Julius, PE 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 using a Digital Signature. will fit between the bottom chord and any other members. Printed COpIBS Of this 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=624, 15=951, 11=512. document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34669 MiTek USA, Inc. FL Cert 6034 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 ®WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Pd11-7473 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 fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI 11 Quality Criteria, OSS-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 1702 JUANITA T24014502 77539 Al HIP 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:52:17 2021 Page 1 ID: UGxVKC6S1 B4tWLRW WgLVn6zFgG7-yrRvwBZ7Qrg6DBVLrE_bPH OOAQ41 WNyMv5kGGpzFHpC -2-0-0 5-9-14 11-0.0 17-8-0 24-4-0 29 6-2 35-4 0 37-4-0 2-0.0 ' 5-9-14 5-2-2 6-8-0 6-8-0 5-2-2 5-9-14 9-M 5x8 = 3x4 II 5x8 =3x5 II 26 27 5 28 29 6 7 Scale: 3/16"=1' 3x5 = 3x4 II 3x4 = 3x6 = 3x10 = 3x6 = 3x4 II 3x4 11 3x5 = 6xB = 5-9-14 11-0-0 17-M 24 4-0 25 4-p 29-6-2 314 5-9-14 5-2-2 6-8-0 6-8-0 0- 4-2-2 5-9-14 Plate Offsets (X,Y)— [4:0-5-12,0-2-8), [6:0-5-12,0-2-81, [9:0-0-2,Edge), [12:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.35 Vert(LL) -0.08 13-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.17 13-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Wind(LL) 0.10 11-24 >999 240 Weight: 184 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-3-9 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-15 REACTIONS. (size) 2=0-8-0, 12=0-8-0, 9=0-8-0 Max Horz 2=197(LC 11) Max Uplift 2=-620(LC 12), 12=-967(LC 12), 9=-500(LC 12) Max Grav 2=1030(LC 21), 12=1382(LC 1), 9=466(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1872/1034, 3-4=-1369/778, 4-5=1069/621, 5-6=-1069/621, 8-9=-402/629 BOT CHORD 2-18=-798/1758, 17-18=-798/1758, 15-17=-421/1249, 13-15=-73/466, 12-13=64/452, 11-12=-477/324, 9-11=-477/324 1 WEBS 3-17=-573/420, 4-17=-137/393, 5-15=434/393, 6-15=-843/1269, 6-13=-398/460, 8-12=-340/1058, 8-11=-545/172, 7-12=-683/437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 1-5-12, Interior(1) 1-5-12 to 11-0-0, Exterior(21R) 11-0-0 to 15-11-15, Interior(1) 15-11-15 to 24-4-0, Exterior(2R) 24-4-0 to 29-6-2, Interior(1) 29-6-2 to 37-4-11 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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 Lee, Julius, PE will fit between the bottom chord and any other members. using a Digital Signature. 7) 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 p 2=620, 12=967, 9=500. document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. U869 MiTek USA, Inc. FL Cert 0034 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 ®WARNING - Vediy design parameters and READ NOTES ON THIS AND INCLUDED MITEY. REFERENCE PAGE Mil-7473 rev 50912020 BEFORE USE. -- Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS[ITPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 1702 JUANITA T24014503 77539 A2 HIP 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 1810:52:19 2021 Page 1 ID:UGxVKC6S1B4tWLRWWgLVn6zFgG7-vEZfLtbNySwpTSfkzf13UiTMIEiV DhfNPDNKhzFHpA -2-0-0 , 6-9-14 13-0-0 17-M 22-4-0 25-0-0 28-6-2 35 4-0 37-4-0 2-0-0 6-9-14 6-2-2 4-8-0 4-8-0 2-8-0 3 6-2 6-9-14 2-0-0 5.00 12 5x6 = 6 2829 5x6 = Scale = 1:65.5 4x6 3x6 = 3x5 = 3x5 = 3x8 = 35-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.34 BC 0.58 WB 0.72 Matrix -MS DEFL. in (loc) Udefl Ud Vert(LL) -0.30 15-18 >999 360 Vert(CT) -0.53 15-18 >562 240 Horz(CT) 0.08 11 n/a n/a Wind(LL) 0.18 15-18 >999 240 PLATES GRIP MT20 244/190 Weight: 181 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-4-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-8-0, 11=0-8-0 Max Horz 2=-227(LC 10) Max Uplift 2=-715(LC 12), 14=640(LC 12). 11=-732(LC 12) Max Grav 2=1448(LC 17), 14=729(LC 2), 11=1017(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2762/1324, 4-5=-2045/1019, 5-6=1860/1011, 6-7=-1404/699, 7-8=-1585/745, 8-9=-1531/649, 9-11=-182011420 BOT CHORD 2-19=-1054/2668,18-19=-1054/2668,15-18=-567/1835,14-15=-289/1483, 13-14=-894/1556, 11-13=-1164/1633 WEBS 4-18=-799/497, 5-18=-128/519, 6-15=-527/429, 7-15=-162/607, 8-14=333/265, 9-14=-338/798, 9-13=-612/214 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 1-5-12, Interior(1) 1-5-12 to 13-0-0, Exterior(2R) 13-0-0 to 17-11-15, Interior(1) 17-11-15 to 22-4-0, Exterior(2R) 22-4-0 to 27-3-15, Interior(1) 27-3-15 to 37-4-11 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically signed and 5) All plates are 3x4 MT20 unless otherwise indicated. Sealed by Lee, Julius, PE 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `This using a Digital Signature. 7) 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 Printed rated oft this o ies eof will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 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 considered 2=715, 14=640, 11=732. signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. =89 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 A WARNING - Venfy des,gn 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 �e a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Mew ek� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iViiT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 1702 JUANITA T24014504 77539 A3 HIP 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:52:21 2021 Page 1 ID: UGxVKC6S1 B4tWLRW WgLVn6zFgG7-rcgQlZcdU4BXimo7443XZ7Yi11 S IS55ycff PazFHp8 2-0-0 7-9-14 15-0-0 20-4-0 25-0-0 27Fi-2 35-4-0 37 4-0 2-0-0 7-9-14 7-2-2 5 4-0 4 8-0 26 7-9-14 2-0-0 Scale = 1:65.5 5.00 12 5x8 = 5x6 = 425 5 26 3x4 11 3x6 3x10 = 6x8 = 3x4 \\ 3x5 = 3x5 = 3x4 = 3x6 = 15-0-0 20-4-0 LOADING (psf) TCLL - 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/rP12014 CSI. TC 0.35 BC 0.37 WB 0.79 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Ud -0.07 16-19 >999 360 -0.17 16-19 >999 240 0.03 11 n/a n/a 0.09 10-22 >999 240 PLATES GRIP MT20 244/190 Weight: 187 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-7-7 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-14 REACTIONS. (size) 2=0-8-0, 11=0-8-0, 8=0-8-0 Max Horz 2=257(LC 11) Max Uplift 2=-594(LC 12), 11=-1054(LC 12), 8=-439(LC 12) Max Grav 2=950(LC 1). 11=1603(LC 1), 8=354(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1582/890, 3-4=-818/518, 4-5=-351/295, 5-6=-368/273, 6-7=406/548, 7-8=-117/454 BOT CHORD 2-16=-645/1563, 14-16=-643/1572, 13-14=-111/785, 11-13=-501/688, 10-11=328/214, 8-10=-314/45 WEBS 3-16=0/327, 3-14=-868/585, 4-14=-198/487, 4-13=-653/459, 7-11=-427/772, 7-10=-750/282, 6-11 =-1 184/833, 6-13=-688/1069 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 1-5-12, Interior(1) 1-5-12 to 15-0-0, Exterior(2R) 15-0-0 to 19-11-15, Interior(1) 19-11-15 to 20-4-0, Exterior(2R) 20-4-0 to 25-3-15, Interior(1) 25-3-15 to 37-4-11 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Lee, Julius, PE 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 using a Digital Signature. 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) Printed COPIeS Of this 2=594, 11=1054, 8=439. document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34669 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Iv111-7473 rev 5/19/2020 BEFORE USE a-:�' 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 iL.�Ypq 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?Pll 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 1702 JUANITA T24014505 77539 A4 HIP 1 1 Job Reference (optional) c;namoers i russ, port Tierce, FL - 34962, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 1810:52:22 2021 Page 1 ID:UGxVKC6S1B4tWLRWWgLVn6zFgG7-JpEozvdFFNJOKwNJenam6K5uJRm_BYb53NR1xOzFHp7 2-01 6-1-3 11 6-10 17-0-0 18.4-0 23-9-6 5-0- 29-2-13 35 4-0 37-4-0 2-0.0 6-1-3 5-5 6 5.5 6 1 4-0 5-5 6 2-1 4-2-13 6-1-3 2 0 0 5.00 F12 3x5 = Scale = 1:65.5 5x6 = 5x6 = 6 7 3x6 = 3x6 = 6x8 = 3x5 = N n 2ICS LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC20201TP12014 CSI. TC 0.26 BC 0.47 WB 0.78 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/dell Ud -0.13 17-19 >999 360 -0.29 17-19 >999 240 0.03 11 n/a n/a 0.16 17-19 >999 240 PLATES GRIP MT20 244/190 Weight: 188 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-8-0, 11=0-8-0 Max Horz 2=-287(LC 10) Max Uplift 2=-615(LC 12), 14=984(LC 12). 11=-489(LC 12) Max Grav 2=993(LC 1), 14=1455(LC 1), 11=402(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1724/979, 3-5=-1486/862, 5-6=683/475, 6-7=-587/499, 7-8=689/472, 8-10=-278/303, 10-11=-249/608 BOT CHORD 2-19=-740/1751, 17-19=-409/1234, 16-17=-23/677, 14-16=-239/479, 13-14=413/182, 11-13=-413/182 WEBS 3-19=-350/308, 5-19=-204/531, 5-17=-742/543, 8-16=-573/957, 10-14=-456/1040, 10-13=-600/217. 8-14=-1156/862 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 1-5-12, Interior(1) 1-5-12 to 17-0-0, Exterior(2E) 17-0-0 to 18-4-0, Exterior(2R) 18-4-0 to 23-3-15, Interior(1) 23-3-15 to 37-4-11 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically Signed and 5) All plates are 3x4 MT20 unless otherwise indicated. sealed by Lee, Julius, PE 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • using a Digital Signature. 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 Printed copies of this p will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) document are not considered 2=615, 14=984, 11=489. signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert $034 9904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 �— WARPING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEI: REFERENCE PAGE hill-7477 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 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?P/f 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 1702 JUANITA T24014506 77539 A5 Common 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:52:23 2021 Page 1 ID:UGxVKC681 B4tWLRMgLVn6zFgG7-n?oAAFeuOhRFx3yVCV5?eYe2Lr40w_9F11 BaTTzFHp6 2-0-0 6-3-14 11-11-15 17-8-0 23 4-1 25 0-0 29-0-2 35-0-0 37 4-0 2-0-0 6-3-14 5-8-1 5-8-1 5-8-1 1-7-15 4-0-2 6-3 14 2-0-0 dI 0 5x6 = 5.00 12 Scale: 3/16"=1' 3x5 = 3x4 = 4x6 = 3x8 = 3x6 = 3x4 = 3x4 \\ 3x5 = 17-8-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TIC 0.37 BC 0.55 WB 0.89 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Lid -0.17 15-17 >999 360 -0.33 15-17 >896 240 0.07 10 n/a n/a 0.16 15-17 >999 240 PLATES GRIP MT20 244/190 Weight: 179 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-8-0, 10=0-8-0 Max Horz 2=-297(LC 10) Max Uplift 2=-727(LC 12), 13=602(LC 12), 10=-759(LC 12) Max Grav 2=1350(LC 17), 13=930(LC 2). 10=858(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2500/1305, 3-5=-2276/1206, 5-6=-12491848, 6-7=-1244/824, 7-8=-11921834, 8-9=-1075/706,9-10=-1422/1560 BOT CHORD 2-17=-1048/2486, 15-17=-709/1838, 13-15=-424/1029, 12-13=-1132/1213, 10-12=-1321/1268 WEBS 3-17=-376/318, 5-17=-222/713, 5-15=-805/525, 6-15=-297/642, 7-15=-72/274, 8-13=-480/350, 9-13=-355/850, 9-12=-602/204 tI6 NOTES- 1) Unbalanced roof live toads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 1-5-12, Interior(1) 1-5-12 to 17-8-0, Exterior(2R) 17-8-0 to 21-2-6, Interior(1) 21-2-6 to 37-4-11 zone; porch right exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and 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 sealed by Lee, Julius, PE will fit between the bottom chord and any other members, with BCDL = 10.Opsf. using a Digital Signature. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Printed copies of this p 2=727, 13=602, 10=759. document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/10/2020 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 ANSffFI1 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 1702 JUANITA T24014507 77539 A6 COMMON 1 1 Job Reference (optional) unamoers truss, Fart Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 1810:52:24 2021 Page 1 ID:UGxVKC6S1B4tWLRW VgLVn6zFgG7-FBMYObeWn?Z6ZDXhmCdEBIACiFQFfRPOWhw8?vzFHp5 2-0 0 6-3-14 11-11-15 17-8-0 23 4-1 25-0-0 29-0-2 35�-0 2-0-0 6-3 14 5 8-1 5 8-1 5-8-1 1-7-15 4 O 6-3-14 5x6 = 5.00 F12 Scale = 1:60.8 3x5 = 3x4 = 4x6 = 3x8 = 3x6 = 5x6 = 3x4 \\ 3x5 = 17-8-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CS1. TC 0.39 BC 0.55 WB 0.89 Matrix -MS DEFL. in (loc) I/dell Lid Vert(LL) -0.17 14-16 >999 360 Vert(CT) -0.34 14-16 >895 240 Horz(CT) 0.07 10 n/a n/a Wind(LL) 0.16 14-16 >999 240 PLATES GRIP MT20 244/190 Weight: 175 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0, 10=0-8-0 Max Horz 2=291(LC 11) Max Uplift 2=-726(LC 12), 12=623(LC 12), 10=587(1_C 12) Max Grav 2=1351(LC 17), 12=938(LC 2), 10=758(LC 2) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2502/1303, 3-5=-2278/1204, 5-6=1250/846, 6-7=-1246/822, 7-8=-1194/831, 8-9=-1078/703,9-10=-1442/1592 BOT CHORD 2-16=-1134/2469,14-16=-792/1821,12-14=-459/1014,11-12=-1189/1238, 10-11=-1383/1298 WEBS 3-16=-376/318, 5-16=-222/713, 5-14=805/525, 6-14=-295/644, 7-14=-72/271, 8-12=-476/343, 9-12=-389/920, 9-11=642/209 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 1-5-12, Interior(1) 1-5-12 to 17-8-0, Exterior(2R) 17-8-0 to 21-2-6, Interior(1) 21-2-6 to 35-4-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, electronically Signed and 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 sealed by Lee, ,Julius, PE will fit between the bottom chord and any other members, with BCDL = 10.Opsf. using a Digital Signature. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=726, 12=623, Printed copies of this p 10=587. document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34889 MiTek USA, Inc. FL Cart 0034 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 ®WARNING - Verify des�.0n parameters and READ NOTES ON This AND 114CLUDED MITEK REFERENCE PAGE MII-7473 iev 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 Inv ff 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 ANS11TPI1 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 1702 JUANITA T24014508 77539 8 Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 1810:52:26 2021 Page 1 ID:UGxVKC6S1 B4tWLRWWgLVn6zFgG7-CaUJpGgmJcpgpXh4tdfiGAGas2697VXh_PE4nzFHp3 -211 4-9-14 9-M 14-8-0 18-10-2 23.8-0 2-0-0 4-9-14 4-2-2 5-8-0 4-2-2 4-9-14 4x6 = 17 18 4x6 = Scale = 1:43.0 05 = 3x4 = 3x6 = 3x4 = 4x5 = 9-0-0 14-8-0 23-8-0 9-0-0 5.8-0 9-0-0 LOADING (psf) SPACING- 2-0-0 CSi. DEFL. in (loc) Udefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.28 Vert(LL) -0.26 8-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.41 8-13 >693 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MS Wind(ILL) 0.18 8-13 >999 240 Weight: 100 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 7=0-8-0, 2=0-8-0 Max Harz 2=144(LC 11) Max Uplift 7=-456(LC 12), 2=623(LC 12) Max Grav 7=1016(LC 18), 2=1117(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2005/1194, 3-4=-1701/971, 4-5=1550/956, 5-6=-1704/983, 6-7=-2040/1200 BOT CHORD 2-1 0=-1 041/1928, 8-10=-731/1558, 7-8=-1044/1879 WEBS 3-10=422/343, 4-10=-87/420, 5-8=107/431, 6-8=-457/389 Structural wood sheathing directly applied or 4-10-0 oc purlins. Rigid ceiling directly applied or 7-1-13 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 0-7-13, Interjor(1) 0-7-13 to 9-0-0, Exterior(2R) 9-D-0 to 13-2-15, Interior(1) 13-2-15 to 14-8-0, Exterior(2R) 14-8-0 to 19-0-6, Interior(1) 19-0-6 to 23-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=456,2=623. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6034 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 ®WARNING - Ven(y design parameters and READ NOTES ON THIS AND INCLUDED NIITEK REFERENCE PAGE NIII-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 ANSI?P11 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty JUANITAT24014509 77539 B1 Hip 1 �yloA2 Reference (optional) unameefs I russ, Fort Pierce, FL - 44VU2, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:52:27 2021 Page 1 ID:UGxVKC6S1B4tWLRWWgLVn6zFgG7-gmlhOchO4wxhQhGGRLAxpOom4SVNsvigCe9ocEzFHp2 -2-0-0 5-9-14 11-M 12-8-0 17-10-2 23-8-0 2-0-0 5-9-14 5-2-2 1-8-0 5-2-2 5-9-14 44 = 4x4 = Scale = 1:42.4 3x4 = 2x3 I I 3x6 = 3x4 = 2x3 I I 3x4 = 3x4 = 5-9-14 11-0-0 12-8-0 17-10-2 23-8-0 5-9-14 5-2-2 1-8.0 5-2-2 5-9-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.07 11-12 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.13 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix -MS Wind(LL) 0.09 11-12 >999 240 Weight: 113 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 7=0-8-0, 2=0-8-0 Max Horz 2=170(LC 11) Max Uplift 7=-456(LC 12), 2=623(LC 12) Max Grav 7=871(LC 1), 2=992(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1780/1098, 3-4=-1264/844, 4-5=-1119/841, 5-6=-1265/857, 6-7=-1803/1118 BOT CHORD 2-12=-943/1599, 11-12=-943/1599, 9-11=-570/1119, 8-9=944/1634, 7-8=944/1634 WEBS 3-11=-580/416, 4-11 =-1 54/299, 5-9=178/301, 6-9=-614/449 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 11-0-0, Extedor(2E) 11-0-0 to 12-8-0, Exterior(2R) 12-8-0 to 16-10-15, Interior(1) 16-10-15 to 23-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been 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 (jt=lb) electronically signed and 7=456, 2=623. sealed by Lee, Julius, 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. Julius Lee PE No.34669 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/19/2020 BEFORE USE Design valid for use any with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall�- building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB-89 and 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 1702 JUANITA T24014510 77539 62 Common 1 1 Job Reference o tional unambers I cuss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:52:28 2021 Page 1 ID:UGxVKC6S1B4tWLRW VgLVn6zFgG7-8zb3EyhOrD3Y2rrT?2hALbLw4srkb0q_RluL8gzFHp1 -2-0-0 6-2-14 11-10-0 175-2 23-8-0 2-0-0 6-2-14 5-7-2 5-7-2 6-2-14 4x4 = Scale = 1:43.2 1$ 3x4 = 8-1.4 3x4 = 3x6 = 3x4 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020lrP12014 CSI. TC 0.30 BC 0.38 WB 0.28 Matrix -MS DEFL. in Vert(LL) -0.08 Vert(CT) -0.19 Horz(CT) 0.04 Wind(LL) 0.11 (loc) I/deft L/d 7-12 >999 360 7-12 >999 240 6 n/a n/a 7-12 >999 240 PLATES GRIP MT20 244/190 Weight: 104 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-0-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=181(LC 11) Max Uplift 6=-456(LC 12), 2=623(LC 12) Max Grav 6=871(LC 1), 2=992(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-172111207, 3-4=-1536/1126, 4-5=155711154, 5-6=1746/1234 BOT CHORD 2-9=-1036/1556, 7-9=-593/1040, 6-7=1047/1584 WEBS 4-7=374/576, 5-7=361/410, 4-9=-340/551, 3-9=-348/397 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 11-10-0, Exterior(2R) 11-10-0 to 14-10-0, Interior(1) 14-10-0 to 23-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) electronically signed and 6=456, 2=623. sealed by Lee, Julius, 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. Julius Lee PE No. U869 MiTek USA, Inc. FL Cert 0034 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-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 propedy Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and 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 1702 JUANITA T24014511 77539 C Half Hip 1 1 Job Reference (optional) a.43u s Apr zu LUL I MI I eK ineustrles, Inc. I ue May l ti 1 u:S2:zv LuLI �2-0-0 4-9-14 9-M 14-4-3 19-6-5 25:-0 2 0 0 4-9-14 4-2-2 5-4-3 5-4-3 5-7-11 Scale = 1:46.1 4x4 = 3x4 = 3x6 = 3x4 = 3x4 11 4 16 17 5 6 18 7 19 8 3x5 = 3x8 = 3xo = 3x4 = 6x8 = 25-4-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.36 BC 0.44 WB 0.36 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Vdefl Ud -0.12 12-15 >999 360 -0.25 12-15 >999 240 0.05 9 n/a n/a 0.10 10-12 >999 240 PLATES GRIP MT20 2441190 Weight: 129 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-1 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS. (size) 9=0-8-0, 2=0-8-0 Max Horz 2=272(LC 12) Max Uplift 9=-502(LC 12), 2=-637(LC 12) Max Grav 9=927(LC 1). 2=1047(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1910/1160, 3-4=-1606/937, 4-5=1461/922, 5-7=-1360/801 BOT CHORD 2-12=-1233/1742, 10-12=-961/1530, 9-10=-679/1071 WEBS 3-12=-354/344, 4-12=-116/404, 5-10=296/284, 7-10=-222/515, 7-9=-12701813 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=25ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 25-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 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 will fit between the bottom chord and any other members. electronically Signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=ib) sealed by Lee, Julius, PE 9=502, 2=637. 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. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5I19P2020 BEFORE USE ����• Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIt 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 T24014512 77539 c1 Half Hip 1 T1,72JUANITA Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:52:31 2021 Page 1 ID: UGxVKC6S 1 B4tWLR W WgLVn6zFgG7-WHCs_kv78R6vlZ2gAFtzEzNs3sDoiJQ7G7?I?zFHp_ 5-9-2 10-11-4 18-1-4 25-3-4 5-9-2 5-2-2 7-2-0 7-2-0 48 = 16 2x3 11 17 4 18 Scale = 1:42.7 3x5 = 6 3x4 = 2x3 II 3x6 = 3xl0 = 3x6 II 3x4 = 5-9-2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.46 BC 0.33 WB 0.49 Matrix -MS DEFL. in Vert(LL) -0.06 Vert(CT) -0.14 Horz(CT) 0.04 Wind(LL) 0.09 (loc) I/deft Ud 9 >999 360 7-9 >999 240 6 ' n/a n/a 9 >999 240 PLATES GRIP MT20 244/190 Weight: 131 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-7-4 oc bracing. WEBS 1 Row at midpt 3-7. 5-7 REACTIONS. (size) 1=0-7-4, 6=0-8-0 Max Horz 1=245(LC 12) Max Uplift 1=-470(LC 12), 6=516(LC 12) Max Grav 1=930(LC 1), 6=930(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1938/1102, 2-3=1428/854, 3-4=1098/694, 4-5=-1098/694, 5-6=867/608 BOT CHORD 1-10=-1218/1746, 9-10=-1218/1746, 7-9=-844/1276 WEBS 2-9=-553/416, 3-9=-140/403, 4-7=-442/406, 5-7=-818/1288 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-11-4, Exteriar(2R) 10-11-4 to 15-2-3, Interior(1) 15-2-3 to 25-1-8 zone;C-C for members and forces 8r MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Gt=lb) electronically signed and 1=470, 6=516. sealed by Lee, Julius, 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. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 ®WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED NI TEK REFERENCE PAGE Nifl-7473 rev. $119,2020 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' I. 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/lP/t Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1702 JUANITA T24014513 77539 C2 Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:52:31 2021 Page 1 ID: UGxVKC6S1 B4tVVLRW WgLVn6zFgG7-YYHCs_kv78R6vlZ2gAFtzEzQE3gwoeiQ7G7?I?zFHp_ 6-9-2 12-114 17-7-4 22-3-4 I 3-4 6-9-2 6-2-2 4-8-0 4 8-0 3 0 0 4x4 = 17 3x4 = 184 19 4x4 = Scale = 1:43.7 3x4 = 2x3 II 3x8 = 3x8 = 3x6 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.19 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.33 8-9 >923 240 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.10 11-14 >999 240 Weight: 140lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=0-74, 7=0-8-0 Max Horz 1=225(LC 12) Max Uplift 1=473(LC 12), 7=512(LC 12) Max Grav 1=1093(LC 17). 7=1033(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2169/1106, 2-3=-1447/784, 3-4=1299/791, 4-5=-549/373, 5-6=-617/363, 6-7=-1061/622 BOT CHORD 1-11=-117612032, 9-11 =-1 17612032, 8-9=-608/1033 WEBS 2-9=-796/512, 3-9=39/296, 4-9=-161/444, 4-8=-740/496, 6-8=-502/972 Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-11-4, Exterior(2R) 12-11-4 to 17-2-3, Interior(1) 17-2-3 to 22-3-4, Extericr(2E) 22-3-4 to 25-1-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=473, 7=512. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED N11TEK REFERENCE PAGE 1u11;-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 verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1702 JUANITA T24014514 77539 C3 Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:52:33 2021 Page 1 ID:UGxVKC6S1 B4tWLRW WgLVn6zFgG7-UwPyHgl9fmhg8cjQnbHL2f2lkNGZQjbac6ptzFHoy 7-9-2 14-11-4 20-3-4 25-3-4 7-9-2 7-2-2 5-4-0 5-M I 3x4 = 48 = 4x4 = 5.00 12 3 16 17 18 4 2x3 II axo 3x4 = 3x8 = 7-9.2 14-11-4 20-3-4 25-3-4 7-9-2 7-2-2 54-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.09 1 D-13 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.19 10-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.04 6 rile n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.13 10-13 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 1=0-7-4, 6=0-8-0 Max Horz 1=225(LC 12) Max Uplift 1=-473(LC 12), 6=512(1_C 12) Max Grav 1=930(LC 1), 6=930(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1833/1079, 2-3=-1074/702, 3-4=607/514, 4-5=-706/498, 5-6=-884/641 BOT CHORD 1-10=-1142/1651, 8-10=1141/1660, 7-8=-604/922 WEBS 2-10=0/325, 2-8=840/589, 3-8=-192/480, 3-7=-526/342, 5-7=-495/780 Scale = 1:44.6 !0 3x6 II PLATES GRIP MT20 244/190 Weight: 138 lb FT = 20% Structural wood sheathing directly applied or 5-1-1 oc purlins, except end verticals. Rigid ceiling directly applied or 6-8-15 oc bracing. 1 Row at midpt 2-8 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-114, Exterior(2R) 14-11-4 to 19-2-3, Interior(1) 19-2-3 to 20-3-4, Exterior(2R) 20-3-4 to 24-6-3, Interior(1) 24-6-3 to 25-1-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live toad shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=473, 6=512. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No.34889 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 ® WARNING - Verify Design paramete ,and READ NOTES ON THIS AND INCLUDED IdITEK REFERENCE PAGE MII-7373 rev 5719/2020 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 Mjal�• 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 ANSIR'PIf Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1702 JUANITA T24014515 77539 C4 Hip 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:52:35 2021 Page 1 ID:UGxVKC6S1B4tWLRWWgLVn6zFgG7-RJWiiLnPBNyYOvtpvOJg7482fgCLkTO02u5DtmzFHow 6-0-7 11-5-14 16-11-4 18-3 4 25-3-4 6-0-7 5-5-6 5-5-6 1 4 0 7-0-0 4x4 = 4x8 = 5.00 12 5 18 6 3x4 = 3x4 = 3x6 = 3x8 = 3x4 = 3x6 11 Scale = 1:47.2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.54 BC 0.45 WB 0.70 Matrix -MS DEFL. in (loc) I/defl Ud Vert(LL) -0.09 12-15 >999 360 Vert(CT) -0.21 12-15 >999 240 Horz(CT) 0.03 8 n/a n/a Wind(LL) 0.10 12-15 >999 240 PLATES GRIP MT20 244/190 Weight: 150 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP ND.3 BOT CHORD Rigid ceiling directly applied or 6-9-1 oc bracing. REACTIONS. (size) 1=0-74, 8=0-8-0 Max Horz 1=225(LC 12) Max Uplift 1=-473(LC 12), 8=-512(LC 12) Max Grav 1=930(LC 1), 8=930(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1876/1094, 2-4=-1630/963, 4-5=852/595, 5-6=-732/612, 6-7=-815/553, 7-8=-867/627 BOT CHORD 1-1 2=-1 164/1702, 10-12=-823/1219, 9-10=-407/682 WEBS 2-12=-349/342, 4-12=-215/507, 4-10=669/512, 6-10=-190/409, 6-9=-294/250, 7-9=-453/770 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 16-11-4, Exterior(2E) 16-11-4 to 18-34, Exterior(2R) 18-3-4 to 22-6-3, Interior(1) 22-6-3 to 25-1-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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 Lee, Julius, PE will fit between the bottom chord and any other members. Using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Printed copies of this p 1=473,8=512. document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6034 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 ®WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE RAGE h.11l-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 �C��'�,Ypq 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 ANSVTPI1 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 1702 JUANITA T24014516 77539 C5 Common 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:52:36 2021 Page 1 ID: UGxVKC6S 1 B4tWLRVWVgLVn6zFgG7-vV45vhol yh4P?3S?Tkg3gHgBE4XXTvi9HYgmQCzFHov 6-3-2 11-11-3 17-7-4 253.4 6-3-2 5 8-1 5-8-1 7-8-0 46 = 5.00 F12 0 7 3x4 3x4 = 3x6 = 3x8 3x6 II = = Scale: 1/4"=l' LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TIC 0.68 BC 0.45 WB 0.74 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Vdefl Ud -0.09 10-13 >999 360 -0.21 10-13 >999 240 0.03 7 n/a n/a 0.11 10-13 >999 240 PLATES GRIP MT20 244/190 Weight: 132 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-5-4 oc bracing. REACTIONS. (size) 1=0-7-4, 7=0-8-0 Max Horz 1=225(LC 12) Max Uplift 1=-473(LC 12), 7=512(1_C 12) Max Grav 1=930(LC 1). 7=930(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1868/1202, 2-4=-1637/1078, 4-5=815/634, 5-6=-833/610, 6-7=-865/673 BOT CHORD 1-10=-1273/1693, 8-10=-869/1175 WEBS 2-10=-352/384, 4-10=-279/533, 4-8=670/556, 5-8=-72/341, 6-8=-482/760 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-7-4, Exterior(2R) 17-7-4 to 20-7-4, Interior(1) 20-7-4 to 25-1-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. This Item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=473, 7=512. electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. U869 MiTek USA, Inc. FL Cert 6634 6604 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must 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 ANS11TPI1 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 206131 Tampa, FL 36610 Job Truss Truss Type Qty Ply 17021UANITA T24014517 77539 C6 Common 1 1 Job Reference (optional) -'namuers I Fuss, r-ori rierce, t-L - 34`40Z, 6.430 s Apr 20 2021 MITek Industries, Inc. Tue May 18 10:52:37 2021 Page 1 ID:UGxVKC6S1B4tWLRWWgLVn6zFgG7-NheT61ogj CGdD1BORLIDVDMOUtjCMOJWCaKyfzFHou 2-00 6-3-14 11-11-15 17-8-0 25-4-0 6-3-14 ' 5-8-1 5-B-1 7.8-0 �t 4x6 = 5.00 12 Scale = 1:49.4 3x4 = 3x4 = 3x6 = 3x8 = 3x6 11 17-M LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TIC0.67 BC 0.45 WB 0.73 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Udefl Lid -0.10 11-14 >999 360 -0.22 11-14 >999 240 0.03 8 n/a n/a 0.09 11 >999 240 PLATES GRIP MT20 244/190 Weight: 135 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-6-10 oc bracing. REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=297(LC 12) Max Uplift 2=-633(LC 12), 8=506(LC 12) Max Grav 2=1047(LC 1). 8=927(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1851/1158, 3-5=-1622/1043, 5-6=812/624, 6-7=-830/606, 7-8=-863/670 BOT CHORD 2-11 =-1 249/1676, 9-11=-860/1169 WEBS 3-11=-346/361, 5-11=-251/535, 5-9=667/549, 6-9=-70/341, 7-9=479/758 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=25ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 17-8-0, Exterior(2R) 17-8-0 to 20-8-0, Interior(1) 20-8-0 to 25-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) electronically signed and 2=633, 8=506. sealed by Lee, Julius, 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. Julius Lee PE No.34869 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 �— WARNING - VenN design parameters antl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5179/2020 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 IV I Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the �/�ITek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/7 Quality Critede, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job uss Truss Type Qty Ply 1702 JUANITA TGrRA T24014518 77539 HIP GIRDER 1 1 Job Reference (optional) �,nauwe,s Huss, run rrer—,rL-o4soc, d.4SU s Apr zU zuzi MI IeK Inaustrles,Inc. I us May 1t31U:b2:41 ZU21 Nage1 ID: UGxVKC6S1 B4tWLRW WgLVn6zFgG7-FTuyPsAnDii6gKzFHQENLN4t5Bf894uQgYX5QzFHoq -2-0-0 4-7-6 7-0-0 10-4.0 13-8-3 17-8-0 21-7-13 25-0-0 28 4-0 30 8-10 35-0-0 3711 ' 2-00 4-7.6 2-4-10 ' 3-4-0 ' 3-4-3 3-11-13 3-11-13 3-0-3 313-0 2-0-10 4-7.8 2-0-0 Oil 5x8 = 3x4 II 4x5 = 5x6 = 45 = 3x4 11 5x8 = 5.00 12 awe 426 27 5 28 296 30 31 7 32 33 8 34 35 9 36 10 37 Jo JJ — 4 44 — 44 4J 40 41 3x5 = 3x4 = 6x10 = 6x8 = 6x8 = 6xl0 = 3x4 3x5 = 1 DA-0 13-8-3 35-4-0 Scale: 3/16"=l' LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020rrP12014 CSI. TC 0.55 BC 0.71 WB 0.73 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft L/d -0.16 16-17 >999 360 -0.37 16-17 >809 240 0.07 15 n/a n/a 0.20 18 >999 240 PLATES GRIP MT20 244/190 Weight: 188 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-10 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-7 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 8-15, 7-16 5-18,9-15: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 15=0-8-0, 12=0-8-0 Max Horz 2=-137(LC 23) Max Uplift 2=-1019(LC 8), 15=2638(LC 8), 12=-701(LC 25) Max Grav 2=1555(LC 17), 15=3980(LC 1), 12=208(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3212/1915, 3-4=-3035/1851, 4-5=3118/1855, 5-6=3118/1855, 6-7=2856/1565, 8-9=-1422/2583, 9-10=-1422/2583, 10-11=-296/1311, 11-12=-239/1209 BOT CHORD 2-19=-1622/2924, 18-19=-1524/2809, 17-18=-1396/2916, 16-17=770/1728, 15-16=-226/409, 14-15=-1125/440, 12-14=-1054/271 WEBS 3-19=-272/210, 4-19=-310/623, 4-18=149/453, 5-18=-362/321, 6-18=-309/289, 6-17=-571/550, 8-16=-764/1723, 8-15=3147/1657, 9-15=344/285, 10-15=2005/1619, 10-14=-844/738,11-14=-269/258,7-17=-729/1458,7-16=2233/1410 A 3I� NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically Signed and 5) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other jive loads. sealed by Lee, Julius, PE 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 using a Digital Signature. 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 (jt=lb) Printed COpleS 01 this 2=1019, 15=2638, 12=701. document are not considered 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 207 lb down and 312 lb up at signed and sealed and the 7-0-0, 138 lb down and 159 lb up at 9-0-12, 138 lb down and 159 lb up at 11-0-12, 138 lb down and 159 lb up at 13-0-12, 138 lb signature must be verified down and 159 lb up at 15-0-12. 138 lb down and 159 lb up at 17-0-12. 138 lb down and 159 lb up at 18-3-4, 138 lb down and 159 on any electronic copies. lb up at 20-3-4, 138 lb down and 159 lb up at 22-3-4, 138 lb down and 159 lb up at 24-3-4, and 87 lb down and 55 lb up at 26-3-4, and 157 lb down and 209 lb up at 28-4-0 on top chord, and 349 lb down and 320 lb up at 7-0-0, 84 lb down at 9-0-12, 84 lb down at Julius Lee PE No.34669 11-0-12, 84 lb down at 13-0-12, 84 lb down at 15-0-12, 84 lb down at 17-0-12, 84 lb down at 18-3-4, 84 lb down at 20-3-4, 84 lb MiTek USA, Inc. FL Cett6634 down at 22-3-4, 84 lb down at 24-3-4, and 171 lb down and 210 lb up at 26-3-4, and 428 lb down and 477 lb up at 28-3-4 on 69D4 Parka East Blvd.Tompa FL 33610 bottom chord. The design/selection of such connection device(s) is the responsibility of others. Date: 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Mav 20.2021 ;ontinued on page 2 LOW YCKSE(S}—Stan d ar -- - -- --- -- ® WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED IAITEK REFERENCE ?AGE hill-7473 rev 5i10f2020 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 let 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 ANSUTP/f quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Qty Ply 1702 JUANITAT24014518 Fsse 77539 GRA ER 1 1 Job Reference (optional) Chambers i russ, t-on rlerce, rL - s4ane, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:52:41 2021 Page 2 ID: UGxVKC6S1 B4tWLRW WgLVn6zFgG7-FTuyPsAnDii6gKzFHQENLN4t5Bf894uQgYX5QzFHoq LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-10=54, 10-13=-54, 20-23=-20 Concentrated Loads (lb) Vert: 4=-156(B) 10=-55(B) 19=-304(B) 14=-414(B) 27=-105(B) 28=-105(B) 29=-105(B) 30=-105(B) 31=-105(B) 32=-105(B) 33=-105(B) 34=-105(B) 35=-105(B) 36=-4(B) 38=-61(B) 39=61(B) 40=-61(B) 41=-61(B) 42=-61(B) 43=-61(B) 44=61(B) 45=-61(B) 46=-61(B) 47=-171(B) ®WARNING - VeMy design parameters and READ NOTES ON THIS AND INCLUDED IVIITEK REFERENCE PAGE MII-7473 rev 50 9/2020 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 �2' 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 ANSUTP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply 1702 JUANITAT24014519 FHip 77539 GRB rder 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:52:43 2021 Page 1 ID: UGxVKC6S1 B4tWLR W WgLVn6zFgG7-Cr'?kN4lQJgyP L8ULNiSiSmTRsysDc7GBu81 e9lzFHoo 2-0-0 4-7.6 7-0-0 11-10-0 16-8-0 19110 23-8-0 2 0-0 4-7 6 2�-10 4-10-0 4-10-0 2-0-10 4-7.6 4x5 = 1819 3x8 = 4x5 = 20 5 2122 23 24 6 Scale = 1:43.0 4x5 = 3x8 = 5x6 = 3x8 = 4x5 = 16-8-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 CSI. TC 0.46 BC 0.70 WB 0.49 Matrix -MS DEFL. in (loc) Vdefl L/d Vert(LL) -0.18 10 >999 360 Vert(CT) -0.34 10-11 >826 240 Horz(CT) 0.11 8 n/a n/a Wind(LL) 0.28 10 >999 240 PLATES GRIP MT20 244/190 Weight: 112 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-8-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 2=0-8-0 Max Horz 2=118(LC 24) Max Uplift 8=-1055(LC 8), 2=1221(LC 8) Max Grav 8=1664(LC 1), 2=1784(LC 1) FORCES. (lb) - Max. Camp./Max. Ten. - All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-3790/2422, 3-4=-3632/2373, 4-5=3389/2250, 5-6=3407/2280, 6-7=3655/2409, 7-8=-3822/2486 BOT CHORD 2-11=-2157/3453, 10-11=-2478/4063, 9-10=-2478/4063, B-9=-2229/3498 WEBS 3-11=-261/224, 4-11=-537/973, 5-11=844/455, 5-10=0/387, 5-9=-833/439, 6-9=-565/990, 7-9=290/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water pounding. 5) This truss has been designed for a 10.0 psf bottom chard 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 will fit between the bottom chord and any other members. electronically Signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) sealed by Lee, Julius, PE 8=1055, 2=1221. using a Digital Signature. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 207 lb down and 307 lb up at Printed copies of this p 7-0-0, 138 lb down and 159 lb up at 9-0-12, 138 lb down and 159 lb up at 11-0-12, 138 lb down and 159 lb up at 12-7-4, and 138 lb down and 159 lb up at 14-7-4, and 207 lb down and 307 lb up at 16-8-0 on top chord, and 349 lb down and 320 lb up at 7-0-0, 84 document are not considered lb down at 9-0-12, 84 lb down at 11-0-12, 84 lb down at 12-7-4, and 84 lb down at 14-7-4, and 349 lb down and 320 lb up at signed and sealed and the 16-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Signature must be Verified 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). On any electronic copies. LOAD CASE(S) Standard Julius Lee PE No.34869 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MiTek USA, Inc. FL Celt6034 Uniform Loads (plf) 6904 Parke East Blvd. Tampa FL 33610 Vert: 1-4=54, 4-6=54, 6-8=54, 12-15=-20 Date: May 20,2021 Continued on page 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NIITEY, REFERENCE PAGE MII-7473 rev 5' 1912020 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall INV 11• 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 ANSbTFll 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 1702 JUANITA T24014519 77539 GRB Hip Girder 1 1 Job Reference o tional Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:52:43 2021 Page 2 ID:UGxVKC6S1 B4tWLRW WgLVn6zFgG7-Cr?kN4tQJgyP L8ULNiSiSmTRsysDc7GBu81 e91zFHoo LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=-156(F) 6=-156(F) 11=304(F) 9=-304(F) 19=-105(F) 20=105(F) 21=-105(F) 23=-105(F) 25=61(F) 26=61(F) 27=-61(F) 28=-61(F) WARNING -Verify design parameters antl READ NOTES ON THIS AND INCLUDED NIITEK REFERENCE PAGE tv111-7373 i ev. 5/19/2028 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 iLa • 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 ANS11TP1f Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply 2 JUANITA TH.If T24014520 77539 GRC ip Girder 1 1 lob"Reference " (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 1810:52:45 2021 Page 1 ID: UGxVKC6S1 B4tWLRW WgLVn6zFgG7-8E7UomvhgSC7aSekU7VAXBYnwiY_4_pULS WIEBzFHom 2 %O 4-7-6 7-0-0 11-7-14 16-2-0 20 8-2 25-4-0 2-0-0 4-7-6 2 4-10 4-7-14 4-6-2 4.6 2 4-7-14 2x3 11 4x5 = 3x8 = 3x6 = 4 19 20 21 5 22 23 6 7 24 25 Scale = 1:46.0 4x10 = 3x4 II 268 27 28 9 4x5 = 3x8 = 20 11 5x8 MT18HS = 4x10 = 2x3 11 6x8 = 7-D-0 11-7-14 16-2-0 20 8-2 25-4-0 7-0-0 4-7-14 4.6-2 41 4-7-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.20 14 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.39 12-14 >782 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.12 10 n/a file BCDL 10.0 Code FBC20201TPI2014 Matrix -MS Wind(LL) 0.29 14 >999 240 Weight: 136 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 4-7-6 oc bracing. 9-10: 2x6 SP No.2 WEBS 1 Row at midpt 8-10 REACTIONS. (size) 10=0-8-0, 2=0-8-0 Max Horz 2=227(LC 25) Max Uplift 10=1115(LC 8), 2=1201(LC 8) Max Grav 10=2056(LC 1), 2=1875(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4018/2369, 3-4=-3863/2321, 4-5=3607/2202, 5-6=-4076/2272, 6-8=-4076/2272 BOT CHORD 2-15=-2266/3663, 14-15=-2541/4400, 12-14=-2541/4400, 11-12=1434/2618, 10-11=-1434/2618 WEBS 3-15=-261/224, 4-15=-516/1061, 5-15=992/406, 5-14=0/354, 5-12=-390/321, 6-12=-498/439,8-12=-1003/1744,8-11=01393.B-10=-3079/1688 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=25ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. This Item has been 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 electronically signed and will fit between the bottom chord and any other members. Sealed by Lee, Julius, PE 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It=lb) using a Digital Signature. 10=1115, 2=1201. 9) Hanger(s) Printed copies Of this P or other connection device(s) shall be provided sufficient to support concentrated load(s) 207 lb down and 308 lb up at 7-0-0, 138 lb down and 159 lb up at 9-0-12, 138 lb down and 159 lb up at 11-0-12, 138 lb down and 159 lb up at 13-0-12, 138 lb document are not considered down and 159 lb up at 15-0-12, 138 lb down and 159 Ib up at 17-0-12, 141 lb down and 159 lb up at 18-3-4, 142 lb down and 159 signed and sealed and the lb up at 20-3-4, and 142 lb down and 159 lb up at 22-3-4, and 138 lb down and 157 lb up at 24-3-4 on top chord, and 349 lb down signature must be verified and 320 lb up at 7-0-0, 84 lb down at 9-0-12, 84 lb down at 11-0-12, 84 lb down at 13-0-12, 84 lb down at 15-0-12, 84 lb down at on any electronic copies. 17-0-12, 84 lb down at 18-3-4, 84 lb down at 20-3-4, and 84 lb down at 22-3-4, and 87 lb down at 24-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Julius Lee PE No.34869 10) 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 Cert 6034 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: May 20,2021 continued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �a 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 ANS11TP/i 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 1702 JUANITA T24014520 77539 GRC Half Hip Girder 1 1 Job Reference (optional) t,namuers i russ, rorl rarce, rL - 34ydZ, 8.430 S Apr 20 2021 MITek Industries, Inc. Tue May 18 10:52:45 2021 Page 2 ID:UGxVKC6S1 B4tWLRWWqLVn6zFgG7-8E7UomvhgSC7aSekU7VAXBYnwiY_4_pULSWIEBzFHom LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 4-9=54, 10-16=-20 Concentrated Loads (lb) Vert: 4=-156(F) 7=1105(F) 15=304(F) 19=-105(F) 21=-105(F) 22=105(F) 23=-105(F) 25=-105(F) 26=-105(F) 27=-105(F) 28=110(F) 29=61(F) 30=61(F) 31=61(F) 32=-61(F) 33=61(F) 34=61(F) 35=-61(F) 36=-61(F) 37=-63(F) ®'NARNING - Venfy 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 Mirek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall ■���' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUT17/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/nformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1702 JUANITA T24014521 77539 GIRD Hip Girder 1 1 Job Reference (optional) unamDers I russ, I-ort F-ierce, FL - 34962, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 1810:52:47 2021 Page 1 ID:41 WOu_Cv?9?EPAiH94estPzFcQi-4dFFDSwxM3Srgmo6cYXedcdAoWMsY1 Vnpm?r13zFHok -21-0 5-0-0 6-0-0 11-0-0 13-0 o 2-0-0 5-M 1-0-0 5-0-0 2-0.0 Scale = 1:24.8 4x4 = 4x4 = 3 15 4 3x4 = i 5-0-0 6-0.0 11-M 5-0-0 1-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.04 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.05 8-11 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 46 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=94(LC 7) Max Uplift 2=-641(LC 8). 5=641(LC 8) Max Grav 2=711(LC 1). 5=711(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1081/929, 3-4=-967/904, 4-5=1081/929 BOT CHORD 2-8=-767/954, 7-8=-775/967, 5-7=-762/954 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or B-2-11 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=641,5=641. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 lb down and 221 lb up at 5-0-0, and 149 lb down and 221 lb up at 6-0-0 on top chord, and 130 lb down and 220 lb up at 5-0-0, and 130 lb down and 220 lb up at 5-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=54, 4-6=54, 9-12=-20 Concentrated Loads (lb) Vert: 3=-63(B) 4=63(B) 8=130(B) 7=130(B) This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No.34869 MiTek USA, Inc. FL Cent 6034 69D4 Padre East Blvd. Tampa FL 33610 Date: May 20,2021 WARNING - Verify design parameters and READ MOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE fd11-7473 rev. 5119,2020 BEFORE USE. Design valid for use onlywith MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not stress 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 ANSIITPlf 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 JUANITAT24014522 77539 J1 JACK -OPEN 14 T1.712 Reference (optional) Chambers I russ, Fort Pierce, FL - 34952. 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 1810:52:48 2021 Page 1 ID:UGxVKC6S1 B4tWLRW WgLVn6zFgG7-YppdQoxZ7NaiRvNJAF2t9pAAMwj?H VAw1 PkPrWzFHoj -2-0-0 1-0-0 2-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.00 5 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) 0.00 5 >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 FBC2020/TPI2014 Matrix -MP Wind(LL) -0.00 5 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=92(LC 12) Max Uplift 3=28(LC 1), 2=-351(LC 12), 4=-51(LC 1) Max Grav 3=61(LC 12), 2=263(LC 1), 4=100(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:8.2 PLATES GRIP MT20 244/190 Weight: 6 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except at=lb) 2=351. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert6634 6904 Padre East Blvd. Tampa FL 33610 Date: May 20,2021 ®WARNING - Venty design parameters and READ NOTES ON THIS AND INCLUDED NIITEK REFERENCE PAGE Mll-7473 rev 511912020 BEFORE USE • Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 1702 JUANITA Jack T24014523 77539 J3 -Open 8 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 1810:52:49 2021 Page 1 ID: UGxVKC6S1 B4tWLRW WgLVn6zFgG7-0?N?eByBugiZ33xVjyZ6iljL6K1 xOyQ4G3UyNyzFHoi 3-0-0 3-0-0 i 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.00 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.01 4-7 >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 FBC2020/TPI2014 Matrix -MP Wind(LL) -0.01 4-7 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=136(LC 12) Max Uplift 3=-34(LC 9), 2=-257(LC 12) Max Grav 3=54(LC 17), 2=259(LC 1), 4=46(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.4 PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except Qt=lb) 2=257. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No.34889 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED NIITEK REFERENCE PAGE Lill-7473 rev. 511912020 BEFORE USE. *R Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, notgq a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall i•�` building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1702 JUANITA ]JACK T24014524 77539 J3P ­OPEN 6 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:52:50 2021 Page 1 ID: UGxVKC6S1 B4tWLRW WgLVn6zFgG7-VCwNrUzpf_gQhDWhHg4LEEFWdMYIPgDVjD WvOzFHoh -2-0-0 3-0-0 ' 2-M r 3.0.0 Scale = 1:12.4 3-M - 3-M Plate Offsets (X,Y)— [2:0-5-6 0-0-4), [2:0-0-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.92 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.00 7 >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 FBC2020lrP12014 Matrix -MP Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=136(LC 12) Max Uplift 3=-44(LC 9), 2=-314(LC 12), 4=-42(LC 9) Max Grav 3=46(LC 1), 2=259(LC 1), 4=43(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 0-11-5, Interior(1) 0-11-5 to 2-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=314. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL 33610 Date: May 20,2021 A WARNING - Ver fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-7473 rev 5/19/2020 BEFORE USE. *! Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ply, 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?Plf Quality Crireria, 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 1702 JUANITA T24014525 77539 J5 JACK -OPEN 7 1 Job Reference o tional t;nambers I russ, Fort Pierce, FL - 34952, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:52:51 2021 Page 1 ID:UGxVKC6S1 B4tWLRWWgLVn6zFgG7-zOUm2pzSQIzHIN5urNcanSohb7eBUswMkNz3RrzFHog -2 0M 5-0-0 2-0-0 i 5-0-0 LOADING (psf) SPACING- 2-0 0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Wind(LL) 5-M in (loc) Udefl Lid -0.02 4-7 >999 360 -0.05 4-7 >999 240 -0.00 3 n/a n/a 0.05 4-7 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=181(LC 12) Max Uplift 3=-91(LC 12), 2=262(LC 12) Max Grav 3=111(LC 17), 2=317(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:16.4 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at=lb) 2=262. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 0034 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 WARNING - Verfy design parameters and READ NOTES ON THIS AND INCLUDED NIITEK REFERENCE PAGE iv111-7473 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 tt �r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 1702 JUANITA T24014526 77539 J5A Jack -Open 1 1 Job Reference (optional) Unambers truss, Fort Pierce, FL - 34982, 3x4 = 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:52:52 2021 Page 1 ID:UGxVKCGS1B4tWLRWWgLVn6zFgG7-Ra28G9_4Bb58wXg4P57pKfLscXwODJAWy1ic HzFHof M-0 Scale = 1:14.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.03 3-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.07 3-6 >902 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 rile n/a BCDL 10.0 Code FBC2020frP12014 Matrix -MP Wind(LL) 0.08 3-6 >741 240 Weight: 16 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=110(LC 12) Max Uplift 1=-73(LC 12), 2=109(LC 12), 3=-12(LC 12) Max Grav 1=183(LC 1), 2=121(LC 17), 3=89(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 2-2-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 2=109. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No.34889 MiTek USA, Inc. FL Cent 8034 69D4 Patka East Blvd. Tampa FL 33610 Date: May 20,2021 WARNING -Verify design parameters and P.EAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,7II-7473 rev 5719/2020 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Truss Type City Ply 1702 JUANITA T24014527 77539 Jack-Open 4 1 Job Reference o tional Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 1810:52:53 2021 Page 1 ID:UGxVKC6S1B4lWLRW gLVn6zFgG7-vmcWrV?iyvD?YhFGyoe2stt15xJiymPfBhSAWjzFHoe i -2-0-0 5-0-0 2-0-0 5-0-0 Scale = 1:16.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Cade FBC2020/TPI2014 Matrix -MP Wind(LL) 0.06 4-7 >959 240 Weight: 20 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=181(LC 12) Max Uplift 3=-83(LC 12), 2=262(LC 12), 4=-4(LC 9) Max Grav 3=107(LC 17). 2=317(LC 1), 4=83(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 0-11-5, Interior(1) 0-11-5 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=262. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 ®WARNING - Veiify design parameters and READ NOTES ON THIS AND INCLUDED NIITEK REFERENCE PAGE ful11-7473 rev 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i �® oo• building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and 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 Qly Ply 1702 JUANITA T24014528 77539 J7 JACK -OPEN 26 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:52:54 2021 Page 1 ID: UGxVKC6S1 B4tWLR W WgLVn6zFgG7-NzAuhrOKj DLsAggS W W9HP4Q IyLjAhDfpQLBj2AzFHod -2-0-0 4-0.13 7-0-0 2-0-0 4-0-13 2-11-4 Scale = 1:20.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.07 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.17 4-7 >490 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Wind(LL) 0.15 4-7 >548 240 Weight: 25 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=225(LC 12) Max Uplift 3=-143(LC 12), 2=-281(LC 12) Max Grav 3=165(LC 17), 2=384(LC 1), 4=124(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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-2-D-11 to 0-7-13, Interior(1) 0-7-13 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=143, 2=281. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 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 MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and 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 1702 JUANITA T24014529 77539 J7P JACK -OPEN 2 1 Job Reference o tional unernuers I russ, run rlerce, rL - agaa/, 8.430 s Apr ZU ZUZ1 MI I eK Industries, Inc. Tue May 18 10:52:55 2021 Page 1 ID: UGxVKC6S1 B4tWLRW WgLVn6zFgG7-r9kGuBOyU Wrjn_Pf4Dg WxlzUYkOSQd4ye?xHbczFHoc -2-0-0 4-0-13 7-0-0 2-0-0 4-0-13 2-11-4 Scale = 1:20.4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (too) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.48 Vert(LL) 0.23 6-9 >366 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.09 6-9 >901 240 BCLL 0.0 Rep Stress Incr YES WE 0.25 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 31 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=225(LC 12) Max Uplift 4=-48(LC 12), 2=415(LC 12), 5=-229(LC 12) Max Grav 4=64(LC 17), 2=384(LC 1), 5=191(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-242/422 BOT CHORD 2-6=-690/237 WEBS 3-6=-284/826 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-3 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 0-11-5, Interior(1) 0-11-5 to 6-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=415, 5=229. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. U889 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 A WARNING - Veory design parameters and READ NOTES ON THIS AND INCLUDED NIITEK REFERENCE PAGE bill-7a73 i 511912020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1702 JUANITA T24014530 77539 KJ7 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 1810:52:57 2021 Page 1 ID: UGxVKC6S1 B4tWLR W WgLVn6zFgG7-nYrl Jt2C08jQ1 IZ1 Bei_Oj2s_YlkuZSF6JQNfUzFHoa -2-9-15 3-9-9 7-0-2 2-9-15 3-9-9 3-2-9 Scale = 1:19.1 Io 3.9-9 7-0-2 3-9-9 3-2-9 -� Plate Offsets (X,Y)- [2:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.35 Vert(LL) -0.06 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.03 7-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MP Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=179(LC 24) Max Uplift 4=-88(LC 24), 2=539(LC 8), 5=-185(LC 5) Max Grav 4=91(LC 17), 2=459(LC 28), 5=136(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-402/356 BOT CHORD 2-7=-391/350, 6-7=391/350 WEBS 3-6=-376/421 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) This item has been 2=539, 5=185. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 132 lb down and 104 lb up at electronically signed and 1-6-1. 132 lb down and 104 lb up at 1-6-1, and 33 lb down and 57 lb up at 4-4-0, and 33Ib down and 57 lb up at 4-4-0 on top chord sealed by Lee, Julius, PE , and 151 lb down and 79 lb up at 1-6-1, 151 lb down and 79 lb up at 1-6-1, and 13 lb down and 5 lb up at 4-4-0, and 13 lb down using a Digital Signature. and 5 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD Printed copies of this p CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signature must be verified Uniform Loads (pif) Vert: 1-4=54, 5-8=-20 on any electronic copies. Concentrated Loads (lb) Julius Lee PE No.34869 Vert: 11=49(F=25, B=25) 13=73(F=37, B=37) 14=4(F=-2, 13=2) MiTek USA, Inc. FLCerte934 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 ® WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE N111-7473 Fee 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 ��L-LL��.�--3.3YYYpppq a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall MiTek* building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iw fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI11P/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type oily Ply 1702 JUANITA T24014531 77539 KJ9 DIAGONAL HIP GIRDER 5 1 Job Reference (optional) Chambers Truss, Fort rlerce, FL-:14`JiSL, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 1810:52:59 2021 Page 1 ID:UGxVKC6S1 B4tWLR W WgLVn6zFgG7-kwznkZ4TXIz8GciQJ31S687CUMPFMNeYZdvUkNzFHoY -2-9-15 5-2-9 9-10-1 2-9-15 5-2-9 4-7-8 Scale: 12"=1' 3x4 = 5-2-9 9-10-1 5-2-9 4-7-8 Plate Offsets (X,Y)— [2:0-1-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.12 7-10 >991 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.07 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-8-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=224(LC 24) Max Uplift 4=-113(LC 8), 2=638(LC 8), 5=-293(LC 8) Max Grant 4=127(LC 1), 2=650(LC 28), 5=318(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1028/621 BOT CHORD 2-7=-680/880, 6-7=680/880 WEBS 3-7=-187/306, 3-6=937/723 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=113, 2=638, 5=293. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 132 lb down and 104 lb up at 1-6-1, 132 lb down and 104 lb up at 1-6-1, 98 lb down and 47 lb up at 4-4-0. 98 lb down and 47 lb up at 4-4-0, and 128 lb down and 114 lb up at 7-1-15, and 128 lb down and 114 lb up at 7-1-15 on top chord, and 151 lb down and 79 lb up at 1-6-1. 151 lb down and 79 lb up at 1-6-1, 93 lb down and 2 lb up at 4-4-0, 93 lb down and 2 lb up at 4-4-0, and 102 lb down at 7-1-15, and 102 lb down at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 5-8=20 Concentrated Loads (lb) Vert: 11=49(F=25, B=25) 13=-61(F=-30, B=-30) 14=73(F=37, B=37) 15=4(F=2, B=2) 16=49(F=25, 13=25) This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No.34889 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE rJI1i473 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 Welk' �• building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek� Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdrallon, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 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 1702 JUANITA T24014532 77539 MV2 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 3x4 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:52:59 2021 Page 1 ID: UGxVKC6S 1 B4tWLRW WgLVn6zFgG7-kwznkZ4TXIz8GciQJ3lS687GtMVYMTuYZdvUkNzFHoY 2-0-0 2-0-0 5.00 Scale = 1:6.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=28(LC 12) Max Uplift 1=-19(LC 12), 2=35(1-C 12) Max Grav 1=47(LC 1), 2=35(LC 17), 3=25(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. U869 MiTek USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL 33610 Date: May 20,2021 WARNING Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev 5/1912020 BEFORE USE �* Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty 77539 MV4 Valley1 flyT107OR2JUANITAT24014533 eference o tional Chambers Truss, Fort Pierce, FL - 34982, 3x4 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:53:00 2021 Page 1 ID: UGxVKC6S1 B4tWLRW WgLVn6zFgG7-C7X9xu45135?ulHctmGheLgL01pE5w8hoHe2GpzFHoX 4-oA 4-0-0 3x4 11 2 Scale = 1:11.1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.49 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 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=4-0-0, 3=4-0-0 Max Horz 1=70(LC 12) Max Uplift 1=-47(LC 12), 3=-76(LC 12) Max Grav 1=116(LC 1). 3=118(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cart $034 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1011-7473 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 Ar 11, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek� Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/fpli 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 1702 JUANITA T24014534 77539 MV6 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 3x4 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:53:01 2021 Page 1 ID: UGxVKC6S1 B4tWLRW WgLVn6zFgG7-gJ5X9E5j3MDsVvspQUnwBZC Wf92mgNOrl xOboGzFHoW 6-M 3x4 I I 3x4 II Scale: 3/4"=l' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 rife file BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=6-0-0, 3=6-0-0 Max Horz 1=115(LC 12) Max Uplift 1=-77(LC 12), 3=124(LC 12) Max Grav 1=190(LC 1), 3=193(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1811337 Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 5-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except at=lb) 3=124. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 8834 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 ®WARNING - Veiify design parameters and READ NOTES ON THIS AND INCLUDED NIITEK REFERENCE PAGE MI -7473 rev 511972020 BEFORE USE ■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 77539 MV8 Valley 1 1(optional) =JUANITAT24014535 Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 1810:53:02 2021 Page 1 ID:UGxVKC6S1B4tWLRWWgLVn6zFgG7-BVfwMa6LggLj73R7_Bl9jmlgAZTGZoQ Gb78KizFHoV 8-0-0 8-M 3x4 II 5 4 3x4 2x3 II 3x4 II Scale = 1:20.6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20201TPI2014 CSI. TIC 0.45 BC 0.22 WB 0.14 Matrix-P DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udefl Ud n/a n/a 999 n/a n/a 999 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 29 lb FT = 20% 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-0-0, 4=8-0-0, 5=8-0-0 Max Horz 1=159(LC 12) Max Uplift 4=-73(LC 12), 5=217(LC 12) Max Grav 1=85(LC 1), 4=114(LC 17), 5=337(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-278/126 WEBS 2-5=-286/478 NOTES. 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-8-12 to 4-0-0, Interior(1) 4-0-0 to 7-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) This item has been 5=217. electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No.34889 MiTek USA, Inc. FL Cert6634 6904 Parks East Blvd. Tampa FL 33610 Date: May 20,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev 5192020 BEFORE USE M 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 ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke)East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FC 36610 Job Truss Truss Type Qty Ply 1702 JUANITA T24014536 77539 V4 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:53:05 2021 Page 1 ID:UGxVKC6S1 B4tWLRIAWgLVn6zFgG7-Y4K2_c8E7bjI_XAafJssLPNGCm WMm BOQyZMoxl zFHoS 2-0-0 4-0-0 2-0-0 2-0-0 5.00 12 3x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 TCDL 7.0 Lumber DOL 1.25 BC 0.13 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=-17(LC 10) Max Uplift 1=-50(LC 12), 3=-50(LC 12) Max Grav 1=94(LC 1), 3=94(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 3x6 = 3x4 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) -0.00 3 n/a n/a Scale = 1:7.5 Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 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 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable 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 at joint(s) 1, 3. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. U869 MiTek USA, Inc. FL Cert 6034 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 ®WARNING - Verify design parameters and READ MOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI4473 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 ANSUTP/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 Qty Ply 1702 JUANITA T24014537 77539 V8 Valley 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:53:06 2021 Page 1 ID:UGxVKC6S1 B4lWLRWWgLVn6zFgG7-1 HuQCy9suvr9cglmDl N5ucwKxAsnVd8aAD5MTTzFHoR 4-0-0 8-M 4-0-0 4-0-0 Scale = 1:14.6 4x4 = 3x4 2x3 11 3x4 8-0-0 8-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 24 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-0-0, 3=8-0-0, 4=8-0-0 Max Horz 1=-43(LC 10) Max Uplift 1=-77(LC 12), 3=77(LC 12), 4=-102(LC 12) Max Grav 1=118(LC 1), 3=118(LC 1), 4=248(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-166/321 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. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable 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 lb uplift at joint(s) 1, 3 except (jt=lb) 4=102. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6034 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 A WARNING -Venfy design paramelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 50912020 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 propedy incorporate this design Into the overall MiTek* building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1702 JUANITA T24014538 77539 V12 Valley 1 1 Job Reference (optional) 3 c,o— , ' ruirnerue,rL-moot, 4x6 = 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:53:03 2021 Page 1 IDAI WOu_Cv?9?EPAiH94estPzFcQi-ciDlaw7zb_TaIDOBYvpOG_ImzzlplFp8UFtit8zFHoU 4 3x4 i 2x3 11 3x4 Scale = 1:17.6 m Io LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 36 lb FT = 20% 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. (size) 1=11-0-0, 3=11-0-0, 4=11-0-0 Max Horz 1=-70(LC 10) Max Uplift 1=-103(LC 12). 3=103(LC 12). 4=-207(LC 12) Max Grav 1=175(LC 21), 3=175(LC 22), 4=439(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-288/447 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 5-6-0, Exterior(2R) 5-6-0 to 8-6-0, Interior(1) 8-6-0 to 10-9-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 lb uplift at joint(s) except (jt=lb) 1=103, 3=103, 4=207. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 0634 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 ®WARNING - Veufy eesign parareters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH 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 1702 JUANITA T24014539 77539 V14 Valley 1 1 Job Reference (optional) Chambers I russ, Fort Pierce, FL - 34982, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue May 18 10:53:04 2021 Page 1 IDA1 WOu—Cv?9?EPAiH94estPzFcQiAungnG7bMHbRMNbN6cKdpBgVWN601j?HjvcFPazFHoT 1-11-12 5-5A 10-10-8 11 11 1-11-12 5-5A 5-5A 1-11- 22 Scale: 1/2"=1' 4x5 = 6 3 8 11 2x3 11 3x8 11 1 10-10-8 Plate Offsets (X,Y)— [6:0-4-12 0-1-81, [8:0-4-12 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.01 5 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.02 5 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-R Weight: 45 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 8=10-10-8, 6=10-10-8, 7=10-10-8 Max Horz 8=99(LC 11) Max Uplift 8=-308(LC 12), 6=308(LC 12). 7=-120(LC 12) Max Grav 8=350(LC 1),6=350(LC 1),7=319(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-331/601, 2-3=263/255, 3-4=-267/256, 4-6=-333/602 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-7 to 0-11-9, Interior(1) 0-11-9 to 5-5-4, Exterior(2R) 5-5-4 to 8-5-4, Interior(1) 8-5-4 to 12-10-15 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer] Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 lb uplift at joint(s) except (jt=lb) 8=308, 6=308, 7=120. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 20,2021 ® WARNING - Venfy design parameters anal READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not -�•��,JYCq 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 ony. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safefy information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3j4' 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. 0-11fi , 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. Of O U a O F- 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -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 all[ 0 MiTek® MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 A Genera� Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIIrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSlrrPI 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 ANSI/rPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly slated.