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HomeMy WebLinkAboutRevision; Truss Pitch changeOFFICE USE ONLY: DATE FILED: REVISIONFEE: LOCATION/SITE ADDRESS: Qom// l ll Q PERNIIT #� RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DMSION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: , CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS ADDRESS: l°,{'CG� CITY: �x eolc"'- STATE: ZIP: PHONE (DAYTIlVIE): 77.2 - Pl6 -13e'c FAX: OWNER/BUILDER INFORMATION: NAME: l G 4no,n CITY: ,�� d PHONE (DAYTIME: STATE: G=c FAX: ARCHITECT/ENGINEER INFORMATION: I��� ADDRESS: W-0 G� CITY: '0=� STATE_ : PHONE (DAYTEME): FAX: SLCCC.9123109 Revised 06130117 ZIP: - ZIP: 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: 76989 - LESSIN PORCH / Q57836 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: CRAIG HELSETH CONSTRUCTION Project Name: LESSIN PORC4WOLkN90RUSSES Model: Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COUNTY State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria 8r Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 32 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer a conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Ru No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T21272881 A 9/11/20 15 T21272895 GR2 9/11/20 2 T21272882 Al 9/11/20 16 T21272896 GRA 9/11/20 3 T21272883 A2 9/11/20 17 T21272897 GRE 9/11/20 4 T21272884 A3 9/11/20 18 T21272898 J 1 9/11/20 5 T21272885 A4 9/11/20 19 T21272899 J3 9/11/20 6 T21272886 A5 9/11/20 20 T21272900 J5 9/11/20 7 T21272887 A6 9/11/20 21 T21272901 J7 9/11/20 8 T21272888 A7 9/11/20 22 T21272902 KJ9 9/11/20 9 T21272889 A8 9/11/20 23 T21272903 V5 9/11/20 10 T21272890 A9 9/11/20 24 T21272904 V7 9/11/20 11 T21272891 E 9/11/20 25 T21272905 V9 9/11/20 12 T21272892 E1 9/11/20 26 T21272906 V11 9/11/20 13 T21272893 E2 9/11/20 27 T21272907 V13 9/11/20 14 T21272894 GR1 9/11/20 28 T21272908 V15 9/11/20 This item has been electronically signed and sealed by Finn, Walter, 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: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. cowdozmc POOAzrzm 0;10Q--1M <mK till �mgox mD Z=r� OmO> c)?rn DC)z�Vim` JB> 0Oznaoom M-n000zMm n 4J =(nmD�Dz OR a CD 00) m )AS v cozzo➢ivTmpm{X��® Z-i zom 0-qypo�nrp W cn 0 �• N oom �Zmiz � Cl) � cxnm0-0 n Z --IU) Cn�p'n G v�i�XW—Dioo°� G z2a--040-M4>Z `,,,�1111 u111�1�1� -� SR P. .� ENS No 22839 STATE OF : 14, Z s�0 N AL 11E� 111111110 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: V September 11,2020 . Finn, Walter 1 of 2 wl 0 MiTek a RE: 76989 - LESSIN PORCH / Q57836 Site Information: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: CRAIG HELSETH CONSTRUCTION Project Name: LESSIN PORCH REPLACEMENT TRUSSES Mode Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COUNTY State: FL No. Seal# Truss Name Date 29 T21272909 V17 9/11/20 30 T21272910 V19 9111/20 31 T21272911 V21 9/11/20 32 T21272912 V23 9/11/20 2 of 2 Job Truss Truss Type Ply LESSIN PORCH / Q57836 T21272881 76989 A Half Hip �Qty 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:11 2020 Page 1 ID:vs188XrWz52mwg7N4?NTZnz00tp-71 fOlHvhd61_011h7oXfg621 RjxvDESzj6jQXnyelow 1-0-0 4-10-6 9-0-0 14.4-0 1-0-0 4-10-6 4-1-10 5-4-0 Scale = 1:29.1 4x5 = 45 = 14 V CI[ I II.rML LCVJ MRC IVV I tJC06l71VClJ rUr% LM I CfT/AL 3x6 : LOADS IMPOSED BY SUPPORTS (BEARINGS). 4-10-6 9-1-8 14.4.0 4-10-6 4-3-2 5-2-8 Plate Offsets (X,Y)— [2:0-0-9,Edge), [2:0-0-5,0-0-0), [7:0-4-0,0-1-8) LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/rP12014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 5-9: 2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=335(LC 12) Max Uplift 2=-593(LC 12), 9=-589(LC 12) Max Grav 2=715(LC 1), 9=636(LC 1) CSI. DEFL. in (loc) I/deft Ud TC 0.43 Vert(LL) 0.17 7-8 >982 240 BC 0.26 Vert(CT) -0.10 7-8 >999 240 WB 0.43 Horz(CT) -0.10 9 n/a n/a Matrix -MS PLATES GRIP MT20 244/190 Weight: 70 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-9-5 oc bracing. WEBS 1 Row at midpt 5-7 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1706/3330, 3.4=1034/1894, 4-5= 889/1821, 6-9=-636/1187, 5-6=-581/968 BOT CHORD 2-8=-3470/1525, 7-8=-3359/1531 WEBS 3-7=-608/1445, 4-7=-490/174, 5-7=-1928/929, 3-8=-530/160 NOTES- 1) Wind: ASCE 7-10; 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(2)-1-0-12 to 1-11-4, Interior(1) 1-11-4 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 14-2-4 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing atjoint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=593,9=589. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 11,2020 —--- ------ - - -- -- - - — — - — — - ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall HV 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 ANSVTP11 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LESSIN PORCH 1 Q57836 T21272882 76989 Al Half Hip 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:12 2020 Page 1 I D:vsl88XrWz52mwg7N47NTZnzOOtp-bDDmydwJ OQtrdBtthW 2u MJbBm7GIye57ymSz4Dyelov -1-0-0 5.9-5 11-0-0 , 14-4-0 1-0-0 5-9-5 5-2-11 3 4-0 4x5 = 3x4 = Scale = 1:32.5 3x6 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 5-9-5 11-1-8 14-4-0 5-9-5 5.4-3 3-2.8 ' Plate Offsets (X,Y)— [2:0-0-9,Edgej, [2:0-0-4,0-0-0), [7:0-4-0,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.20 7-8 >846 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.10 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) -0.10 9 n/a We BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 73 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 3-7-11 oc bracing. 5-9: 2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 9=04-0 Max Horz 2=400(LC 12) Max Uplift 2=-574(LC 12), 9=-608(LC 12) Max Grav 2=715(LC 1), 9=636(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1667/3210, 3-4=-692/1198, 4-5=-551/1183, 6-9=-636/1272, 5-6=-607/1171 BOT CHORD 2-8=3459/1490, 7-8=3309/1491 WEBS 3-8=713/225, 3-7=-900/2008, 5-7=-1609/743 NOTES- 1) Wind: ASCE 7-10; Vuit=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(2)-1-0-12 to 1-11-4, Interior(1) 1-114 to 11-0-0, Exterior(2) 11-0-0 to 14-24 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. This item has been 5) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) sealed by Finn, Walter, PE 2=574,9=608. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature most be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 11,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply LESSIN PORCH / Q57836 T21272883 76989 A2 Half Hip �Qty 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:13 2020 Page 1 ID:vsI88XrWz52mwg7N4? NTZnzOOtp-3Qn89zwy9j?i FLS3 FDZ7vX7LTXaOhOQGBQCXcgyelou 1-0-0 6-9-5 13-0-0 14-4-0 11-0 6-9-5 6-2-11 14-0 4x6 = 3x5 = 3x4 = N n N Scale = 1:37.6 3x6 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 6-9-5 13-1-8 , _ 14A-0 6-9-5 6-4-3 Plate Offsets (X Y)— [2:0-0-9 Edgel [2:0-0-4,0-0-01, [7:0-4-12,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.52 Vert(LL) 0.24 7-8 >713 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.11 8-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) -0.10 9 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 76 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 3-7-8 oc bracing. 5-9: 2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 9=0-4-0 Max Horz 2=466(LC 12) Max Uplift 2=-552(LC 12), 9=-630(LC 12) Max Grav 2=715(LC 1), 9=636(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1592/2955, 3-4=348/440, 4-5=-217/492, 6-9=-636/1368, 5-6=-630/1458 BOT CHORD 2-8=-3315/1417, 7-8=-3130/1413 WEBS 3-8=-878/281, 3-7=-115212499, 4-7=-256/159, 5-7=-1597/699 NOTES- 1) Wind: ASCE 7-10; 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(2)-1-0-12 to 1-11-4, Interior(1) 1-11-4 to 13-0-0, Exterior(2) 13-0-0 to 14-24 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at Joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=552, 9=630. This item has been electronically signed and sealed by Finn, Walter,. 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 11,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LESSIN PORCH / Q57836 T21272884 76989 A3 Monopitch 8 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 6.33U s Jul 22 2U2u MI I eK Incusines, inc. rn sep i i uts:3d:1 b zuzu rage i ID:vs188XrWz52mwg7 N4?NTZnz00tp-T?THo?zqS eN H6oBewM6gX91sl kb3u PuitOQBD_relor 1-0-0 7-3-9 14.4-0 -0-0 7-3-9 7-0-7 5.50 12 6x8 Scale=1:39.2 8 3x4 II 3x6 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 7-3-9 14-4-0 _ J 7-3-9 7-0-7 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 5-8: 2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 8=0-3-8 Max Horz 2=503(LC 12) Max Uplift 2=-537(LC 12), 8=-645(LC 12) Max Gram 2=715(LC 1), 8=636(LC 1) CSI. DEFL. in (loc) I/defl Ud TC 0.55 Vert(LL) 0.28 7-11 >609 240 BC 0.52 Vert(CT) -0.13 7-11 >999 240 WB 0.80 Horz(CT) -0.17 8 n/a n/a Matrix -MS FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1549/2746, 6-8=636/1311 BOT CHORD 2-7=-3119/1375, 6-7=-2915/1371 WEBS 3-7=-961/307, 3-6=-1292/2691 PLATES GRIP MT20 2441190 Weight: 69 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-9 cc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-7-8 cc bracing. WEBS 1 Row at midpt 3-6 NOTES- 1) Wind: ASCE 7-10; 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(2)-1-0-12 to 1-11-4, Interior(1) 1-11-4 to 14-2-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=537, 8=645. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 0634 6904 Parke East Blvd, Tampa FL 3361D Date: September 11,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 iw 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 ANSI?PI! Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety informaflon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply LESSIN PORCH I Q57836 T21272885 76989 A4 Monopitch 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:19 2020 Page 1 I D:vsl88XrWz52mwg7N4?NTZnzOOtp-ua8PQO? ikZlszGwDbUgX9oN MrycU5mN9ZMfrpJyeloo 7-3-9 14-4-0 7-3-9 7-0-7 3x6 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 TCDL 15.0 Lumber DOL 1.25 BC 0.54 BCLL 0.0 Rep Stress Incr YES WB 0.82 BCDL 10.0 Code FBC2017lrP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 3-6: 2x4 SP M 30 REACTIONS. (size) 1=0-8-0, 6=0-3-8 Max Horz 1=463(LC 12) Max Uplift 1=-456(LC 12), 6=-648(LC 12) Max Grav 1=638(LC 1), 6=638(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1564/2802, 4-6=638/1322 BOT CHORD 1-5=-3179/1391, 4-5=-2972/1386 WEBS 2-5=-975/309, 24=-1307/2751 Scale = 1:39.2 DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) 0.30 5-9 >571 240 MT20 244/190 Vert(CT) -0.14 5-9 >999 240 Horz(CT) -0.17 6 file n/a Weight: 67 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-6-8 oc bracing. WEBS 1 Row at midpt 2-4 NOTES- 1) Wind: ASCE 7-10; 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(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-2-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing atjoint(s) 1, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=456,6=648. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 0634 6904 Parke East Blvd. Tampa FL 33610 Date: September 11,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall NV It 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 City Ply LESSIN PORCH / Q57836 T21272886 76989 AS Monopitch 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:20 2020 Page 1 I D:vsl88XrWz52mwg7N4?NTZnzOOtp-Mm iodMOLVttjbQU Q9BBmh?wa8M_QgCzlo00P Mmyelon 2-0-0 8-0-4 14.4-0 2-0-0 6-0-4 6-3-12 3x4 II 10x10 = 5.50 12 4x4 4x4 3x4 11 3x4 II 1; 8 5x12 = 7 VERTICAL LEGS A149DIJ6T DESIGNED FOR LATERAL 9 d LOADS IMPOSED BY SUPPORTS (BEARINGS). 2-1-8 8-0-0 14-4-0 2-1-8 5-10-12 6-3-12 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 TCDL 15.0 Lumber DOL 1.25 BC 0.43 BCLL 0.0 Rep Stress Incr YES WB 0.86 BCDL 10.0 Code FBC2017frP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-9: 2x4 SP M 30 REACTIONS. (size) 8=Mechanical, 9=0-3-8 Max Harz 8=396(LC 12) Max Uplift 8=-464(LC 12), 9=-628(LC 12) Max Grav 8=632(LC 1), 9=632(LC 1) DEFL. in (loc) I/defl Ud Vert(LL) 0.24 6-7 >690 240 Vert(CT) -0.12 6-7 >999 240 Horz(CT) -0.12 9 n/a n/a Scale = 1:35.3 PLATES GRIP MT20 244/190 Weight: 79 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-7-14 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1329/2277, 5-9=632/1276 BOT CHORD 7-8=3202/1563, 6-7=-3157/1558, 5-6=-2462/1202 WEBS 2-8=-1551/2555, 2-7=-285/273, 2-6=-351/525, 3-6=-925/311, 3-5=-1146/2293 NOTES- 1) Wind: ASCE 7-10; 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(2) 0-1-12 to 2-0-0, Interior(1) 2-0-0 to 14-24 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=464, 9=628. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 11,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not KV It 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 ANSNTP11 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 LESSIN PORCH / Q57836 T21272887 76989 A6 Monopitch 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:20 2020 Page 1 ID:vs188XrWz52mwg7N4?NTZnz00tp-Mm iodM OLVN bQUQ9BBmh?wbNMONgE61 o00PMmyelon 4-0-0 9-0-4 14-0-0 4-0-0 5-0-4 5-3-12 30 II 4 3x6 8 6x8 = 7 2.50 12 3 I 1 d 5x6 =VERTICAL LEGS ARE NOT DESIGNED FOR LATERALI 9 LOADS IMPOSED BY SUPPORTS (BEARINGS). 4-1-8 9-0-4 i 14-4-0 4-1-8 4-10-12 5-3-12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20171TPI2014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-9: 2x4 SP M 30 REACTIONS. (size) 8=1VIechanical, 9=0-3-8 Max Horz 8=331(LC 12) Max Uplift 8=-478(LC 12), 9=-614(LC 12) Max Grav 8=632(LC 1), 9=632(LC 1) CSI. DEFL. in (loc) Udefl Ud TC 0.35 Vert(LL) 0.18 6-7 >942 240 BC 0.30 Vert(CT) -0.11 6-7 >999 240 WB 0.72 Horz(CT) -0.10 9 n/a n/a Matrix -MS FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1099/1788, 5-9=-632/1247 BOT CHORD 7-8=-3001/1536, 6-7=-2991/1554, 5-6=-1952/981 WEBS 2-8=-1513/2431, 2-7=-258/212, 3-5=-961/1864, 3-6=-928/336, 2-6=-564/888 Scale = 1:35.3 PLATES GRIP MT20 244/190 Weight: 80 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; 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(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-2-4 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 9 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=478,9=614. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 11,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satetylnrormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply LESSIN PORCH / Q57836 T21272888 76989 A7 Roof Special �Qty 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:21 2020 Page 1 ID:vsl88XrWz52mwg7N47NTZnzOOtp-gyGAdl zGB?ZDZ3cjvi?EDTkuIEyZdOR1 f8yuCyelom i 6-0-0 12-10-8 1411 i 6-0-0 6-10-8 11-5-8 5x6 = 3x4 = Scale = 1:33.6 5.50 12 11 ao M 3x4 II 5x12 — y 1 N N US 10 5 3x4 = 6 � 5x8 = 8 6x8 = 7 II Io 5x6 = 2.50 12 1 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL 9 LOADS IMPOSED BY SUPPORTS (BEARINGS). 6-1-8 13-0-0 141 0 6-1-8 6-10-8 1.4-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20171TP12014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-9: 2x4 SP M 30 REACTIONS. (size) 8=Mechanical, 9=0-4-0 Max Horz 8=224(LC 12) Max Uplift 8=-505(LC 12), 9=-588(LC 12) Max Grav 8=632(LC 1), 9=632(LC 1) CSI. DEFL. in (too) I/deft Ud TC 0.43 Vert(LL) 0.39 6-7 >431 240 BC 0.79 Vert(CT) -0.18 6-7 >928 240 WB 1.00 Horz(CT) -0.05 9 n/a n/a Matrix -MS PLATES GRIP MT20 244/190 Weight: 85 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-8-14 oc bracing. WEBS 1 Row at midpt 2-6 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-397/480, 3-4=-260/539, 5-9=-632/1231, 4-5=-646/1415 BOT CHORD 7-8=-2647/1396, 6-7=-2629/1428 WEBS 2-8=-1352/2196, 2-7=-254/56, 2-6=-1113/1937, 3-6=-350/212, 4-6=-1605/767 NOTES- 1) Wind: ASCE 7-10; 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(2) 0-1-12 to 3-1-12, Intedor(1) 3-1-12 to 12-10-8, Extedor(2) 12-10-8 to 14-24 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 8=505, 9=588. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 11,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Ply LESSIN PORCH / 057836 T21272889 76989 A8 Roof Special �Qtyr 1 1 Job Reference o tional Chambers Truss, Inc., Fart Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:22 2020 Page 1 ID:vsl88XrWz52mwg7N4?NTZnzOOtp-19gY221b1 U7QgleoHcDEmQ?nA9bDIC8bFJtVQeyelol B-0-0 10-10-8 14-4-0 B-0-0 2-10-8 3-5-8 Scale = 1:30.0 = 5.50 1244 2 3x4 = 3 13 4 4x4 11 5x12 = 1 N q m d A LJrh 5 6 3x d 48 = 6x8 = 7 8 5x6 = 2.50 12 II VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL 9 LOADS IMPOSED BY SUPPORTS (BEARINGS). 8-1.8 11-0-0 14.4-0 8-1.8 2-10-8 3 4-0 Plate Offsets (X,Y)— [6:04-0,0-1-81, [7:0-3-0,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.41 7-8 >410 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.26 7-8 >661 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) -0.05 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 82 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 3-5-10 oc bracing. 4-9: 2x4 SP M 30 WEBS 1 Row at midpt 2-8 REACTIONS. (size) 8=Mechanical, 9=0-4-0 Max Horz 8=94(LC 12) Max Uplift 8=-538(LC 8), 9=-561(LC 12) Max Grav 8=632(LC 1), 9=632(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=278/261, 2-3=-656/1034, 3-4=-541/988, 5-9=-632/1107, 4-5=-593/959 BOT CHORD 7-8=-199511107, 6-7=-1997/1126 WEBS 2-8=-1014/1668, 2-6=-635/1075, 3-6=-274/123, 4-6=-1292/704 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-10-8, Exterior(2) 10-10-8 to 13-10-8, Interior(1) 13-10-8 to 14-2-4 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 8=538, 9=561. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 11,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly 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 property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPH Quality Cdterla, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply LESSIN PORCH / Q57836 T21272890 76989 A9 Roof Special �Qty 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 7-2-0 14x5 = 6 4x6 11 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:26 2020 Page 1 I D:vsl88XrWz52mwg7N4?NTZnzOOtp-Bw33uP455jesJ LyZW SIAxGAXPm25EOzBAxdZPyeloh 2x3 II 9 2 10 3x10 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 TCDL 15.0 Lumber DOL 1.25 BC 0.35 BCLL 0.0 Rep Stress Incr YES WB 0.51 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Scale = 1:26.2 4x5 = 3x4 11 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.19 5-6 >891 240 MT20 244/190 Vert(CT) -0.12 5-6 >999 240 Horz(CT) -0.04 , 7 n/a n/a Weight: 75 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* BOT CHORD 3-7: 2x4 SP M 30 WEBS REACTIONS. (size) 6=Mechanical, 7=0-4-0 Max Uplift 6=-569(LC 8), 7=-569(LC 9) Max Grav 6=632(LC 1), 7=632(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-565/761, 1-2=-1108/1738, 2-3=-1108/1738, 4-7=-632/985, 3-4=-563/718 WEBS 1-5=1716/1098, 2-5=558/428, 3-5=-1709/1090 Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 1-5, 3-5 NOTES- 1) Wind: ASCE 7-10; 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(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-2-4 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 7 considers parallel to grain value using ANSI/rPI 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) except (jt=lb) 6=569,7=569. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 11,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOWIs 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 BCS/Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply LESSIN PORCH / Q57836 T21272891 76989 E SCISSORS �Qty 5 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:28 2020 Page 1 I D:vslBBXrWz52mwg7N4?NTZnzOOtp-71 BpJ 56Md KuaYe6ydtKeOhFuMaj nixTTe FKgelyelof 1-0-0 5-0-5 9-6-0 13-11-11 19-0-0 20-0-0 , 1-0-0 5-0-5 4-5-11 4-5 11 5-0-5 Scale=1:34.6 4x5 = 2.50112 48 9-0-0 48 Zz 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 0.61 Vert(LL) -0.10 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.24 8-9 >957 240 BCLL 0.0 Rep Stress Incr YES WB OA4 Horz(CT) -0.20 6 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Wind(LL) 0.35 8-9 >650 240 Weight: 83 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-7 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-4-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-172(LC 10) Max Uplift 2=-817(LC 12), 6=-817(LC 12) Max Grav 2=929(LC 1), 6=929(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2486/4568, 3-4=-1849/3295, 4-5=-184913274, 5-6=-2486/4588 BOT CHORD 2-10=-4020/2239, 9-10=-3911/2251, 8-9=-3958/2251, 6-8=-4067/2239 WEBS 4-9=-2433/1163, 5-9=625/1308, 5-8=-509/150, 3-9=-625/1311, 3-10=-508/150 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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(2)-1-0-12 to 1-11-4, Interior(1) 1-114 to 9-6-0, Exterior(2) 9-6-0 to 12-6-0, Interior(1) 12-6-0 to 20-0-12 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing atjoint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 Qt=lb) electronically signed and 2=817, 6=817. sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 11,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Welk' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Ivl elk' 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/Tiol1 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 Ply LESSIN PORCH / Q57836 T21272892 76989 E1 SCISSORS �Qty 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8,330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:29 2020 Page 1 ID:vsl88XrWz52mwg7N4?NTZnz00lp-bVIB W R7_OeORAohBBartZvo37-3?RNfdsv4NAkyeloe 5.0-5 9 6-0 13-11-11 19-0-0 20-0-0 5-0-5 4-5-11 4-5-11 5-0-5 Scale=1:32.8 4x6 II 0 Io 3x12 �:: 3x12 ZZ 5-0-5 4-5-11 4-5-11 5-0-5 Plate Offsets (X,Y)— (1:0-0-13,0-0-2] (5:0-0-13,0-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.60 Vert(LL) -0.10 7-8 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.24 7-8 >954 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) -0.20 5 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.35 7-8 >646 240 Weight: 81 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-4-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 5=0-8-0 Max Horz 1=-168(LC 10) Max Uplift 1=-737(LC 12), 5=-820(LC 12) Max Grav 1=853(LC 1), 5=931(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2513/4656, 2-3=1858/3326, 34=1857/3303, 4-5=2493/4617 BOT CHORD 1-9=-4107/2267, 8-9=3995/2278, 7-8=3984/2258, 5-7=-4093/2246 WEBS 3-8=-2462/1171, 4-8=-625/1306, 4-7=-509/150, 2-8=-644/1322, 2-9=-523/153 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Intefior(1) 3-0-0 to 9-6-0, Extedor(2) 9-6-0 to 12-6-0, Interior(1) 12-6-0 to 20-0-12 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing atjoint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify This item has been capacity of bearing surface. 6) 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 1=737, 5=820. sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 11,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overalls 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 ANSYTPl1 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 LESSIN PORCH / Q57836 T21272893 76989 E2 HIP 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:30 2020 Page 1 I D:vsl88XrWz52mwg7N4? NTZnz00tp-3hJa kn7c9y8loyFLll M656LEi007Aq gm5ZpwiByelod -1-0-0 4-9-5 9-0-0 10-M 14-2-11 19-0-0 i 20-0-0 1 0-0 4-9-5 4-2-11 1-0.0 4-2-11 4-9-5 1-0-0 Scale = 1:35.2 2.50 12 3x12 4x5 = 5x8 = 3x12 Zz LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.10 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.23 9-10 >972 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) -0.19 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Wind(LL) 0.35 9-10 >654 240 Weight: 89 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-4-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-164(LC 10) Max Uplift 2=-817(LC 12), 7=-817(LC 12) Max Grav 2=929(LC 1), 7=929(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2491/4658, 3-4=-1901/3390, 4-5=-1702/3206, 5-6=1892/3373, 6-7=-2495/4675 BOT CHORD 2-13=4118/2245, 12-13=-4017/2257, 11-12=-2667/1702, 10-11=-2670/1690, 9-10=-4046/2260, 7-9=-4149/2248 WEBS 3-13=474/138,3-12=-573/1281,4-12=-1271/575,5-10=-12201548,6-10=-581/1302, 6-9=-483/142 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Dpsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2)-1-0-12 to 1-11-4, Interior(1) 1-114 to 9-0-0, Extedor(2) 9-0-0 to 14-2-11, Interior(l) 14-2-11 to 20-0-12 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. electronically signed and 6) Bearing atjoint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify sealed by Finn, Walter, PE capacity of bearing surface. 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 2=817, 7=817. p document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 11,2020 ---- AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �- a truss system. Before use, the building designer must 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 Oty Ply LESSIN PORCH / 057836 T21272894 76989 GR1 SCISSOR GIRDER 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:31 2020 Page 1 I D:vs188XrWz52mwg7 N4?NTZnzOOtp-Xttyx78EwFG9P6gXI?tLeKtPtnhTvGxwKDZU Fdyeloc -1-0-0 5-0-5 9-6-0 13-11-11 19-0.0 10-0 5-0-5 4-5-11 4-5-11 5-0-5 Scale = 1:32.8 4x6 11 3x10 � '. I" 3x10 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 TCDL 15.0 Lumber DOL 1.25 BC 0.59 BCLL 0.0 Rep Stress Incr NO WB 0.46 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 "Except* 4-8: 2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=168(LC 7) Max Uplift 2=-2400(LC 8), 6=-2803(LC 8) Max Grav 2=2713(LC 1), 6=3413(LC 1) DEFL. in (]cc) I/deft L/d PLATES GRIP Vert(LL) 0.43 8-9 >536 240 MT20 244/190 Vert(CT) -0.41 8-9 >551 240 Horz(CT) -0.22 6 n/a n/a Weight: 195 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-4 cc pudins BOT CHORD Rigid ceiling directly applied or 7-5-13 cc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=9669/8472, 3-4=8127/6944, 4-5=-8130/6947, 5-6=-10971/9086 BOT CHORD 2-9=7720/8886, 8-9=7940/9174, 7-8=-8411/10297, 6-7=-8405/10268 WEBS 4-8= 5521/6351, 5-8=-2632/2039, 5-7=-946/1190, 3-8=-1412/1460, 3-9=-687/586 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to ail plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=2400, 6=2803. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1283 lb down and 1269 lb up at 7-0-12, 612 lb down and 551 lb up at 8-114, 612 lb down and 520 lb up at 10-11-4, 612 lb down and 486 lb up at 12-114, and 612 lb down and 460 lb up at 14-114, and 612 lb down and 446 lb up at 16-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard nued on page 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Bulld/ng Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 11,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LESSIN PORCH I Q57836 T21272894 76989 GR1 SCISSOR GIRDER 1 n L Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 8-10=-20, 8-13=-20 Concentrated Loads (lb) Vert: 16=-1283(B) 17=-612(B) 18=-612(B) 19=-612(B) 20=-612(B) 21=-612(B) tuw s Jul 22 ZUZU MI I eK industries, Inc. t-n ziep i i ue:se:sz zuzu rage z ID:vsl88XrWz52mwg7N4?NTZnz00tp-?4QK9T9sgZO01 GPjsjPaAXQadB1 iejB3Yll l n3yelob ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. ` Design valid for use only with 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 p building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IbliTe 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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LESSIN PORCH / Q57836 T21272895 76989 GR2 Roof Special Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:32 2020 Page 1 ID:vsI88XrWz52mwg7N4?NTZnzOOtp-?4QK9T9sgZO01 GPjsjPaAXQZLB10ec33Ytil n3yelob 4-9-16 9-6-1 i _ 144-0 4-9-15 4-8-3 4-9-15 3x4 2x3 II 4x10 = 3x4 4xl0 = 1 10 11 2 12 13 14 3 15 16 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 4-9-15 1 9.6-1 , 14-4-0 LOADING (psf) SPACING- 2-0-0 TOLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-9: 2x4 SP M 30 REACTIONS. (size) 8=Mechanical, 9=0-4-0 Max Uplift 8=-1288(LC 4), 9=-1503(LC 5) Max Grav 8=1303(LC 1), 9=1511(LC 1) Scale = 1:25.0 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TC 0.67 Vert(LL) 0.21 6-7 >807 240 MT20 244/190 BC 0.61 Vert(CT) -0.18 6-7 >943 240 WB 0.96 Horz(CT) -0.09 9 n/a n/a Matrix -MS Weight: 76 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-5-8 oc bracing. WEBS 1 Row at micipt 1-7, 3-5 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-1120/1069, 1-2=-2420/2401, 2-3=-2420/2401, 5-9=1511/1503 BOT CHORD 6-7=-2378/2402, 5-6=-2378/2402 WEBS 1-7=-2489/2509, 2-7=-375/265, 3-6=-665/600, 3-5=-2482/2457 NOTES- 1) Wind: ASCE 7-10; 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); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 8=1288, 9=1503. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 74 lb up at 1-11-4, 124 lb down and 74 lb up at 3-11-4, 124 lb down and 74 lb up at 5-11-4, 124 lb down and 74 lb up at 7-11-4, 124 Ito down and 74 lb up at 9-114, and 124 lb down and 74 lb up at 11-11-4, and 105 lb down and 73 lb up at 14-2-4 on top chord, and 199 lb down and 231 lb up at 1-11-4, 199 lb down and 231 lb up at 3-11-4, 199 lb down and 231 lb up at 5-11-4, 199 lb down and 231 lb up at 7-11-4, 199 lb down and 231 lb up at 9-11-4, and 199 lb down and 231 lb up at 11-11.4, and 207 lb down and 238 lb up at 14-2-4 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: 1-4=-70, 5-8=-20 muea on page.4 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 11,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LESSIN PORCH I Q57836 T21272895 76989 GR2 Roof Special Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MI I eK Industries, Inc. rrl Sep I I Utl:Jtf:JJ LULU rage z ID:vsl88XrWz52mwg7 N47 NTZnz00tp-TG_IM pAU R1W sfP_vQQwpjlyk5bNdN31DnX2bJVyel oa LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=-44(B) 5=-207(B) 1 0=-17(B) 1 1=-17(B) 12=-17(B) 14=-17(B) 15=-17(B) 16=-17(B) 17=-199(B) 18=-199(B) 19=-199(B) 20=-199(B) 21=-199(B) 22=-199(B) _._... ........._.. _ .._._---_ .. ................ .... ... . __............... ... ._.......... — -- .... ...... .... .._. .. ............. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing Mire 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 ANSIOTPI1 Quality Criteria, 13SB49 and SCSI Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply LESSIN PORCH / Q57836 T21272896 76989 GRA Half Hip Girder �Qty 1 1 Job Reference o florist Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:33 2020 Page 1 ID:vs188XrWz52mwg7N4?NTZnz00tp-TG_i MpAU RtWsfP_vQQwpjlymGb MXN41 DnX2bJVyeloa i -1-0-0 3-9-5 7-0-0 10-6.4 14-4-0 1-0-0 3-9-5 3-2-11 3-6-4 3-9-12 I 4x5 = 15 4x10 = 3x4 II 5 16 17 18 6 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL 3x6 = LOADS IMPOSED BY SUPPORTS (BEARINGS). 14-4-0 Scale = 1:26.6 rn N N N LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017rrPI2014 CSI. TC 0.53 BC 0.68 WB 0.85 Matrix -MS DEFL. in (loc) I/deft L/d Vert(LL) 0.24 9-10 >699 240 Vert(CT) -0.21 9-10 >824 240 Horz(CT) -0.17 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 72 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 3-11-15 oc bracing. 6-11: 2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 11=0-4-0 Max Horz 2=270(LC 8) Max Uplift 2=-1126(LC 8), 11=-1722(LC 8) Max Grav 2=1198(LC 1), 11=1706(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3391/3296, 3-4=-3249/3233, 4-5=-2992/3052, 7-11=-1706/1722 BOT CHORD 2-10=-3171/3061, 9-10=-3171/3090, 8-9=-2317/2298, 7-8=-2317/2298 WEBS 3-9=-512/613,4-9=-1062/990,5-9=-844/796, 5-8=-562/505,5-7=-2478/2497 NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 Qt=lb) 2=1126, 11=1722. electronically Signed and 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 230 lb down and 264 lb up at sealed by Finn, Walter, PE 7-0-0, 124 lb down and 74 lb up at 8-11-4, 124 lb down and 74 lb up at 10-11-4, and 124 lb down and 74 lb up at 12-11-4, and 107 using a Digital Signature. Ito down and 73 lb up at 13-10-4 on top chord, and 565 lb down and 633 lb up at 7-1-8, 199 lb down and 231 lb up at 8-11-4, 199 lb Printed copies of this down and 231 lb up at 10-114, and 199 lb down and 231 lb up at 12-11-4, and 206 lb down and 237 lb up at 13-104 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. document are not Considered 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signed and Sealed and the signature must be verified LOAD CASE(S) Standard on any electronic copies. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Walter P. Finn PE No.22839 Vert: 1-4=-70, 4-6=-70, 9-12=-20, 7-9=-20 MiTek USA, Inc. FL Cart 6634 Concentrated Loads (lb) 6904 Parke East Blvd. Tampa FL 33619 Vert:4=-92(F) 9=-565(F) 15=-17(F) 16=-17(F)17=-17(F)18=-41(F) 19=-199(F) 20=-199(F) 21=-199(F) 22=-206(F) Oats: September 11,2020 ....... 11... .... _.. - .. .......... ----- ------ 111l11111.1 I ... ........ _.__ _ - .. _._.......... .............. . --------- . .. .. ........ ......... . _... ..... _...... .... ....... - ....... ....... ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII 7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall �e 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 ANSVTPIt 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 LESSIN PORCH / Q57836 T21272897 76989 GRE HIP GIRDER 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:35 2020 Page 1 ID:vsl88XrWz52mwg7N4?NTZnzOOtp-Qf6SnUBIzUmauj8lXryHoA21 CPOKr01VFrXhOOyeloY -1-0-0 7-M 12-0.0 15-2-11 19-0-0 , 20-0-0 , 1-0 0 3-2-11 5-0-0 3-2-11 3-9-5 1 0-0 Scale = 1:35.2 5x8 MT18HS 5x8 MT18HS 4x10 = 2.50 12 4x10 3 9-5 7-1-8 11-10-8 15-2-11 19-0-0 3-9- 34-3 4-9-0 34-3 3-9-5 Plate Offsets (X,Y)— [2:0-0-12,Edge[, [4:0-6-12,0-3-4), [5:0-4-0,0-2-0j, [7:0-0-12,Edge), [10:0-6-0,0-0-8[, [11:0-8-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.68 10-11 >334 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.59 10-11 >388 240 M718HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.73 Horz(CT) -0.34 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 88 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-7-14 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-1-9 oc bracing. WEBS 2x4 SP No.3 *Except* 4-11: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-132(LC 23) Max Uplift 2=-1764(LC 8), 7=-1741(LC 8) Max Grav 2=1813(LC 1). 7=1792(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5496/5294,34=-5745/5601,4-5=-5251/5182, 5-6=-5656/5503, 6-7=-5422/5215 BOT CHORD 2-12=-4713/4976, 11-12=-4743/5033, 10-11=-5005/5336, 9-10=-4669/4965, 7-9=-4641 /4909 WEBS 3-11 =-81 7/739, 4-11=-2028/1974, 5-10=-1957/1909, 6-10=-813/724 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This has been will fit between the bottom chord and any other members. Item 7) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify electronically signed and capacity of bearing surface. sealed by Finn, Walter, PE 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) using a Digital Signature. 2=1764, 7=1741. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 230 lb down and 264 lb up at Printed copies S Of this p 7-0-0. 119 lb down and 74 lb up at 8-0-12, and 119 lb down and 74 lb up at 10-0-0, and 230 lb down and 264 lb up at 12-0-0 on top document are not considered chord, and 565 lb down and 633 lb up at 7-1-8, 199 lb down and 231 lb up at 8-0-12, and 199 Ito down and 231 lb up at 10-0-0, and signed and sealed and the 565 Ib down and 633 Ib up at 11-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of signature must be verified others. 10) In the LOAD CASE on any electronic copies. Walter P. Finn PE No.22839 LOAD CASE(S) Standard MiTek USA, Inc. FL Cart 6834 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 6904 Parke East Blvd. Tampa FL 33610 Date: September 11,2020 Continued on page 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSBTPII 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 LESSIN PORCH / Q57836 T21272897 76989 GRE HIP GIRDER 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:35 2020 Page 2 ID:vsl88XrWz52mwg7N4?NTZnz00tp-Qf6SnUBIzUmaujBlXryHoA21 CPOKr01VFrXh00yeloY, LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1.4=-70, 4-5=-70, 5-8=-70, 11-13=-20, 10-11=-20, 10-16=-20 Concentrated Loads (lb) Vert: 5=-92(B) 10=-565(B) 11=-565(B) 4=-92(B) 19=-17(B) 20=-17(B) 21=-199(B)22=-199(B) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly 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 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 city Ply LESSIN PORCH / Q57836 T21272898 76989 J1 JACK -OPEN 6 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:35 2020 Page 1 ID:vsl88XrWz52mwg7N47NTZnz00tp-Qf6S n U BIzU ma uj8lXryHoA2Bu PCCrB 6VFrXhOOyeloY -1-0-0 1-0-0 1-0-0 1-0-0 3x4 rn Y 0 Scale = 1:6.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 71 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) -0.00 7 >999 240 Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=64(LC 12) Max Uplift 3=-8(LC 9), 2=-132(LC 12), 4=-3(LC 1) Max Grav 3=11(LC 17), 2=159(LC 1), 4=15(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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=132. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: September 11,2020 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web 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 ANSVTP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LESSIN PORCH / Q57836 T21272899 76989 J3 JACK -OPEN 6 1 Job Reference (optional) Chambers Truss, Inc., Fart Pierce, FL 3x4 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:36 2020 Page 1 ID:vsl88XrWz52mwg7N4?NTZnz00tp-urgr gCNkouRWtjU5YTWLNaKOoTyaeMrrVGFwgyeloX 3-0-0 Scale=1:11.4 LOADING (psf) SPACING- 2-0-0 cSl. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 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 FBC20171TP12014 Matrix -MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing, directly applied or 3-0-0 oC purling. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=136(LC 12) Max Uplift 3=-71(LC 12), 2=-184(LC 12), 4=-52(LC 12) Max Grav 3=82(LC 1), 2=220(LC 1), 4=54(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-12 to 1-11-4, Interior(1) 1-11-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except Qt=lb) 2=184. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 11,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II.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 my bullding 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 ANSUiP11 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 LESSIN PORCH I Q57836 T21272900 76989 J5 JACK -OPEN 6 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:36 2020 Page 1 ID:vs188XrWz52mwg7N4?NTZnzOOtp-urgr gCNkouRWgU5YTWLNaKxoSaaeMfrVGFwgyeloX -1-0-0 5-0-0 1-0-0 3x4 Scale: 3/4-=l' Plate Offsets (X,Y)— [2:0-2-0 0-1-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.14 4-7 >425 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=201(LC 12) Max Uplift 3=-127(LC 12), 2=-243(LC 12), 4=92(LC 12) Max Gram 3=148(LC 1), 2=304(LC 1), 4=94(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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(2)-1-0-12 to 1-11-4, Interior(l) 1-11-4 to 4-11-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=127.2=243. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 11,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with 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 buildingdesign. 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, DS13-89 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 s Truss Type Ply LESSIN PORCH / 057836 TJ7 T21272901 76989 JACK -OPEN �Qty 16 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:37 2020 Page 1 ID:vs188XrWz52mwg7N4?NTZnzOOtp-M 1 EDCAD?V50171 IhfG_Itb7SLCIBJ1 noi9OoSHyeloW 1-0-0 3-8-8 7-0-0 3-8-8 - 3-3.8 3x8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 Scale = 1:20.8 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TC 0.46 Vert(LL) 0.28 6-9 >293 240 MT20 244/190 BC 0.57 Vert(CT) -0.12 6-9 >676 240 WB 0.31 Horz(CT) -0.01 2 n/a n/a Matrix -MP Weight: 28 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-4-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=266(LC 12) Max Uplift 4=-63(LC 12), 2=-305(LC 12), 5=-250(LC 12) Max Grav 4=104(LC 17), 2=392(LC 1), 5=219(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-545/814 BOT CHORD 2-6=-1126/495 WEBS 3-6=-483/1041 NOTES- 1) Wind: ASCE 7-10; 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(2)-1-0-12 to 1-11-4, Interior(l) 1-11-4 to 6-114 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except GtAb) 2=305,5=250. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Data: September 11,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall 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 property damage. For general guidance regarding the fabdeation, 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 Type Qty Ply LESSIN PORCH / Q57836 �Kruss T21272902 76989 DIAGONAL HIP GIRDER 3 1 Job Reference o tional l:narrDers I Russ, Inc., Fort Fierce, FL 8.33U S JUI 22 2U2U MiTek Industnes, Inc. Fri Sep 11 08:38:38 2020 Page 1 ID:vsl88XrWz52mwg7N4?NTZnz00tp-gEobPWEdGP891BttDzW QaggNc7p2PoyxplMJyeloV -1-5-0 5-2-0 9-10-1 1-5-0 5-2-0 4-8-1 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.32 Vert(LL) 0.14 6-7 >820 240 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.11 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-9-13, 5=Mechanical Max Horz 2=264(LC 8) Max Uplift 4=-148(LC 8), 2=-530(LC 8), 5=-428(LC 8) Max Gram 4=173(LC 1), 2=606(LC 1), 5=394(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1500/1349 BOT CHORD 2-7=-1456/1409, 6-7=-1429/1407 WEBS 3-7=-247/268, 3-6=-1392/1406 Scale = 1:21.8 I1 PLATES GRIP MT20 244/190 Weight: 40 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-9-14 oc bracing. NOTES- 1) Wind: ASCE 7-10; 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); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Gt=1b) 4=148, 2=530, 5=428. 7) "NAILED" indicates 3-1 Old (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 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=-70, 5-8=-20 Concentrated Loads (lb) Vert: 13=-97(F=-49, B=-49) 15=-18(F=-9, B=-9) 16=-77(F=-38, B=-38) This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 11,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall 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 property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1YlPl1 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 LESSIN PORCH / Q57836 T21272903 76989 V5 Valley 2 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:43 2020 Page 1 ID:vsl88XrWz52mwg7N4?NTZnz00tp-BBbUSElm5xnSrylq? W597sNSHdgNjp5h45T6gwyeloQ 4-8-0 5-8-8 4-8-0 1-0-8 Scale=1:15.4 3x6 = 3x4 = 3x4 i 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) We n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) nia n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-8-8, 4=5-8-8 Max Horz 1=99(LC 12) Max Uplift 1=-77(LC 12). 4=-115(LC 12) Max Grav 1=221(LC 17), 4=222(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-155/252 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-0 to 3-8-0, Interior(1) 3-8-0 to 4-8-0, Exterior(2) 4-8-0 to 5-6-12 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) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 1 and 115 lb uplift at joint 4. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 11,2020 ® WARNING - Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Ply LESSIN PORCH / Q57836 �Qty T21272904 76989 V7 Valley 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:44 2020 Page 1 ID:vs188XrWz52mwg7N4?NTZnzOOtp-fN9sgZIOsFvJT6K1 ZEcOf3whol DYSFRgJkCgCNyeloP 7-8-8 7-8-8 3x4 11 5 4 3x4 2x3 II 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 TCDL 15.0 Lumber DOL 1.25 BC 0.20 BCLL 0.0 Rep Stress Incr YES WB 0.12 BCDL 10.0 Code FBC2017/TPI2014 Matrix-P DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a 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) 1=7-8-8, 4=7-8-8, 5=7-8-8 Max Harz 1=169(LC 12) Max Uplift 4=-73(LC 12), 5=-218(LC 12) Max Grav 1=101(LC 1), 4=138(LC 17), 5=412(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-264/128 WEBS 2-5=325/412 Scale = 1:21.1 Weight: 29 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; 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) and C-C Exterior(2) 0-8-0 to 3-10-4, Interior(1) 3-104 to 7-6-12 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 4 and 218 lb uplift at joint 5. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 11,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall Not building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iT®k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 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 City Ply LESSIN PORCH / Q57836 T21272905 76989 V9 Valley 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:44 2020 Page 1 ID:vsl88XrWz52mwg7N4?NTZnzOOtp-fN9sgZIOsFvJT6K1ZEcOf3weN1 CkSFMgJkCgCNyeloP 9-8-8 9-8-8 3x4 11 3 3x4 2x3 I 43x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 TCDL 15.0 Lumber DOL 1.25 BC 0.32 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 BCDL 10.0 Code FBC20171TP12014 Matrix-S 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 4 n/a n/a 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) 1=9-8-8, 4=9-8-8, 5=9-8-8 Max Horz 1=219(LC 12) Max Uplift 4=-97(LC 12), 5=-271(LC 12) Max Grav 1=144(LC 1). 4=182(LC 17), 5=512(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=279/139 WEBS 2-5=399/427 Scale = 1:25.6 Weight: 37 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; 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(2) 0-8-0 to 3-8-0, Interior(1) 3-8-0 to 9-6-12 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 4 and 271 lb uplift at joint 5. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 11,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p q �e 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 fabdeation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PORCH / Q57836T21272906 ILESSIN 76989 V11 Valley 2 ob Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:38 2020 Page 1 ID:vsl88XrWz52mwg7N4?NTZnzOOtp-gEobPWEdGP89IBftDzW_QogfFc6x2WgyxplM_ jyeloV 11-8-8 11-8-8 Scale = 1:30.3 3x4 % 5 8 4 2x3 11 3x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 46 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 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=11-8-8, 4=11-8-8, 5=11-8-8 Max Horz 1=268(LC 12) Max Uplift 4=-116(LC 12), 5=-334(LC 12) Max Grav 1=178(LC 1), 4=277(LC 17), 5=651(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=316/165 WEBS 2-5=-490/473 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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(2) 0-8-0 to 3-8-0, Interior(1) 3-8-0 to 11-6-12 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 4=116, 5=334. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 11,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall pp�� //r� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek♦ is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City PORCH / Q57836T21272907 [IyTLEESIN 76989 V13 GABLE 2 Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MITek Industries, Inc. Fri Sep 11 08:38:39 2020 Page 1 ID:vs188XrWz52mwg7N4?NTZnzOOtp-IQLzdsEFljGONKR3mhl DzOCs6OXHnyl59TVvX9yeloU 13-8-8 13.8-8 Scale = 1:35.4 3x4 i 7 10 6 53x4 II 2x3 II - 2x3 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight: 61 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-8-8. (lb) - Max Horz 1=317(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) except 5=-101(LC 17), 7=-330(LC 12), 6=-251(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=641(LC 17), 6=590(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-356/202 WEBS 2-7=-480/418, 3-6=-382/389 NOTES- 1) Wind: ASCE 7-10; 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(2) 0-8-0 to 3-8-0, Interior(1) 3-8-0 to 13-6-12 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 5, 330 Ib uplift at joint 7 and 251 lb uplift at joint 6. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MITek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: September 11,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with 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 buildbuilding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek♦ ing 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 Informaffon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LESSIN PORCH / Q57836 T21272908 76989 V15 GABLE 2 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 13-10.8 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:40 2020 Page 1 ID:vsI88XrWz52mwg7N4?NTZnz00tp-mcvLgCFto00t_UOGKOYSVDI I vQtW WPEE07ES3byeloT 3x6 = 3x4 11 Scale = 1:37.6 3x4 8 11 7 63x4 II 2x3 11 2x3 11 15-8-8 15.8-8 Plate Offsets (X,Y)— [4:0-3-0,0-2-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight: 67 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 `Except' TOP CHORD 4-5: 2x4 SP No.3 BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 15-8-8. (lb) - Max Horz 1=325(LC 12) Max Uplift All uplift 100 lb or less at joints) 6 except 8=-329(LC 12), 7=-257(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 6 except 8=638(LC 17), 7=633(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-371/196 WEBS 2-8=-479/406, 3-7=-387/431 Structural wood sheathing directly applied or 6-0-0 cc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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(2) 0-8-0 to 3-8-0, Interior(1) 3-8-0 to 13-10-8, Exterior(2) 13-10=8 to 15-6-12 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) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Gt=lb) 8=329, 7=257. ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must 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 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 BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: September 11,2020 MiTeW 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LESSIN PORCH / Q57836 T21272909 76989 V17 GABLE 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:40 2020 Page 1 ID vs188XrWz52mwg7N4?NTZnz00tp-mcvLgCFto00t_UOGKOYSVDIzFQmCWPjEO7ES3byeloT 13-10-8 17-8-8 13-10-8 3-10-0 3x6 = 3x4 11 Scale = 1:37.8 4 12 13 5 3x4 9 8 14 7 63x4 11 2x3 II 3x6 = 2x3 II 17-M 17-8-8 Plate Offsets (X,Y)— [4:0-3-0,0-2-21 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 0.48 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight: 73 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, 4-5: 2x4 SP No.3 except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 17-8-8. (lb) - Max Harz 1=325(LC 12) Max Uplift Al uplift 100 lb or less atjoint(s) except 6=-102(LC 9), 9=-318(LC 12), 7=-297(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1 except 6=260(LC 18), 9=610(LC 17), 7=744(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-356/181 WEBS 2-9=464/382, 3-7=447/482 NOTES- 1) Wind: ASCE 7-10; 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(2) 0-8-0 to 3-8-0, Interior(1) 3-8-0 to 13-10-8, Exterior(2) 13-10-8 to 17-6-12 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) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 6, 318 lb uplift at electronically signed and joint 9 and 297 lb uplift at joint 7. sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 11,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. , Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LESSIN PORCH / Q57836 T21272910 76989 V19 GABLE 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:41 2020 Page 1 ID:vslBBXrWz52mwg7N47NTZnzOOtp-EpTk2YG WZKW kcebS u63 h2R172p6gFscodn_Ob2yeloS 13-10-8 19-8-8 13-10-8 5-10-0 3x6 = 14 15 2x3 II 3x4 II Scale = 1:38.4 3x4 i 11 10 16 9 8 73x4 II 2x3 II 3x6 = 2x3 II 2x3 II 19-8-8 19-8-8 Plate Offsets (X,Y)— [4:0-3-0,0-2-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 87 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except- TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins, 4-6: 2x4 SP No.3 except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-8-8. (lb) - Max Horz 1=325(LC 12) Max Uplift All uplift 100 lb or less at joint(s) except 7=-109(LC 18), 11=-317(LC 12), 9=-297(LC 12), 8=-221(LC 9) Max Grav All reactions 250 lb or less atjoint(s) 1, 7 except 11=610(LC 17), 9=740(LC 17), 8=555(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-365/192 WEBS 2-11=464/382, 3-9=-448/468, 5-8=-356/319 NOTES- 1) Wind: ASCE 7-10; 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(2) 0-8-0 to 3-8-0, Interior(1) 3-8-0 to 13-10-8, Exterior(2) 13-10-8 to 18-0-0, Interior(1) 18-0-0 to 19-6-12 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) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 7, 317 lb uplift at joint 11. 297 lb uplift at joint 9 and 221 lb uplift at joint 8. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 BCSI Building Component Safety Informadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 11,2020 HV MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Ply LESSIN PORCH / Q57836 �Qty T21272911 76989 V21 GABLE 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:42 2020 Page 1 ID:vsl88XrWz52mwg7N4?NTZnzOOtp J?16FuH8KefbEoAeSpawaegldDS4_IiXsRjZ7UyeloR 13-10-8 21-8-8 13-10-8 7-10-0 3x4 i 11 16 10 9 2x3 II 3x6 = 2x3 II 21-8-8 21-8-8 Plate Offsets (X,Y)— [4:0-3-0,0-2-2] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress [nor YES BCDL 10.0 Code FBC2017/TPI2014 3x6 = Scale=1:38.9 2x3 II 3x4 II 4 14 5 15 6 CSI. DEFL. in (loc) I/dell L/d TC 0.55 Vert(LL) n/a n/a 999 BC 0.59 Vert(CT) n/a n/a 999 WS 0.27 Horz(CT) 0.00 7 n/a n/a Matrix-S 8 73x4 11 2x3 11 PLATES GRIP MT20 244/190 Weight: 93 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, 4-6: 2x4 SP No.3 except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 21-8-8. (lb) - Max Horz 1=325(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 7 except 11=-318(1-C 12), 9=-296(LC 12), 8=-229(LC 9) Max Grav All reactions 250 lb or less at joints) 1, 7 except 11=611(LC 17), 9=738(LC 17), 8=589(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when -shown. TOP CHORD 1-2=363/189 WEBS 2-11=-464/382, 3-9=-446/463, 5-8=-370/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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(2) 0-8-0 to 3-8-0, Interior(1) 3-8-0 to 13-10-8, Extedor(2) 13-10-8 to 18-0-0, Interior(1) 18-0-0 to 21-6-12 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 11=318, 9=296, 8=229. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 busses and truss systems, see ANS11TP1f Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 11,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Ply LESSIN PORCH / Q57836 �Qty T21272912 76989 V23 GABLE 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Sep 11 08:38:42 2020 Page 1 I D:vsl88XrWz52mwg7N4? NTZnz00tp-j? 16 Fu H8KefbEoAeSpawaegNa DYu_IuXsRjZ7UyeloR 13-10-8 23-8-8 13-10-8 9-10-0 3x6 = 1415 2x3 11 16 Scale = 1:41.2 3x4 11 3x4 i�- 11 17 10 9 8 7 2x3 II 3x6 = 2x3 II 2x3 II 3x4 II 23-8-8 23-8-8 Plate Offsets (X,Y)— [4:0-3-0,0-2-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 99 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP M 30 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. All bearings 23-8-8. (lb) - Max Horz 1=325(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) except 7=-103(LC 9), 11=-322(LC 12), 9=-283(LC 12), 8=-268(LC 9) Max Grav All reactions 250 lb or less at joints) 1 except 7=257(LC 17). 11=621(LC 17), 9=704(LC 17). 8=704(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 1-2=-359/183 WEBS 2-11=469/387, 3-9=-424/445, 5-8=-441/370 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-0 to 3-8-0, Interior(1) 3-8-0 to 13-10-8, Exterior(2) 13-10-8 to 18-0-0, Interior(1) 18-0-0 to 23-6-12 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) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' This item has been 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. electronically Signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 7, 322 lb uplift at sealed by Finn, Walter, PE joint 11, 283lb uplift at joint 9 and 268lb uplift at joint 8. 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 11,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall Not building design. Bracing Indicated is to prevent buckling of Individual truss web andfor 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 ANS11TPl1 Quality Criteria, DSB-69 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 Symbols PLATE LOCATION AND ORIENTATION 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. Ole For 4 x 2 orientation, locate plates 0- Yid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 64-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 0 Of O 2 U a O 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved Nil MiTek � MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal 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 ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to 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 puriins 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/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated. -LIFE SAFETY WARNING 1s sy I dentifies Life sairew iivarnings that shoes be road and qMiri special attention to all Persons instal trusses, SPACING NOTE AN trimes are to be set 2'-T on { conter except as noted, MULTIPLE PLY TRUSS MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SMNG. REFER TO ENGINEERING DRAWNG Z\ TO DETERMINE 11 I. LTIPI_Ei PLY, P01 load bearing walls, headers, beams, &I lintels must be in place at indicated height bte-If lore trusses i! installed. AIR notedUnless n.:this layout, these trusses are not designed for e the roof ts requirements, This may be in conflict building o'R d nt Building D' �a Designi. makesWARNINU The 040 Of 010" trusses il noceaswry ftt they a set by - piroleasuinal Mof trus-ses about the sale The builder and emOlor shodd COnSult with an engineer I*ermd in Fiends speciall," EPRE EN S A IL 'R ,� GER SCHEEWLE t4j526 FOR 204 SUHA8 FOR 4X2 EXCMAS SHOWN FWkY•n SAS R MR AARY Rik='09 `XT �XIbr Hatch Legend WALL H �� stead on trusses until the are braced per si properly nailed to straps and hangers !i FABRICATION AGREEMENT 11�t � .T a� sr.+rare� cc�r�. rr�s k 6 VAMa �inM o E. Y CORNER DETAIL CWT"Mm0n; M:Ft "VAN "A MrTY X CLOODED AAXAS MUST BE IWTLALED BY THE CUSTOWR AMA WING CHECKED. 12 5.5 r-- kii4 F�j • 12 SQUARE CUT END CHORDZX,4 TOP WALL HEIGHT 9-10 DETAILEND " f *e L1=L TYPICAL END DETAIL AT EX15TING WALL mow, ze2wiia BA r .SM 4 0 A N111. A 15 rt hW1 MPA"lifty E t. #"Wwtio In a. E CM0 ojo In oft 0ygoicrio Plf*QM Om 10 Ovrbn "Moo wnm, be;besip ivNvmW0* k M K 'Ne �:.., 3e: va ♦.: t�c e- rr�.. . x-ax Y'^ ! ':t P R k: -x ♦ Pam: 1: Pi E<. tr • ro xP.a a tt� epP S�:i py-y .. a,P.. ♦: : E a :..�:: t ♦ I •�.: ,.•TTy • 7A`r: , it d a_r- mCit Y • . . 1 1F .•r e f fR xi { P. Y x YF fi b`�M �fW f • j P Y a i i11. •Va i _, •,.. �•s� 0 . T*-C- O ('nNNF('TOk SCHEDULE TRUSSID BEARIPIG POINTS) RUSS ACTUAL PLIFT (GROUPED, ORST CASE) 51MPSON CONNECTOR(S) CONNELTOR(5) UPLIFT DESIGN FASTENERS A-A4 1ST BRG 41011 i HETA 20 1.810# (9)10dx1.1/2" 2N° BBG 370# HTSM 16 1.110# 8-10 d NAILS & 4.1/4 X 2.1/4" TITENS A6-A9 15' BRG HANGER BY. TRUSS COMPANY 2NO BRG -.,852# I MT516 1000# (14 )10dx1.1/2" E-Ei EACH 14# (1) HETA 20 1810# (9110dx1.1/2" GR1 EACH 436# (1) HETA 20 1.81G# (9)10dx1.1/2" GR2 1ST ORG TRUSS COMPANY 2ND RRG _HANGERBY 33# HTSM 16 1110# 8.10 d NAILS & 4-1/4 X 2.1/4" TITENS GRA V13RG 48# 1)HEAT20 1810# (9)10dx1.1/2" 2N0 BRG 16# HTSM 16 1110# 8.10 d NAILS & 4.1/4 X 2.1/4" TITENS GRE EACH 834# (1) HETA 20 JR10# (9)1Qdx1.1/2" KING JACK 1ST BRG _ V43# (1 HETA 20 18100 (9)10dx1.1/2" 2N0 ORG 591# III NITS 16 1000# (14)10dx1.1/2" FIIP lAC1C5 1ST BRG iS7# (1) HETA 20 3.810# (9)10dx1.1,/2" 2ND ORG NAILED PER TRUSS COMPANY VALLEY TRUSSES 48" O.C. _ 672# T� VCTR 495# 4 SO #9 X 2-1/2" Be 3 SO #9 X 1.1/2" TRUSS INFORMATION TAKENFROM MANU ACTURER'S SHOP DRAWINGS. CHAMBERS TRUSS, JOB # 76989 LESSIN PORCH REPLACEMENT TRUSSES_TRUSS ENGINEERING DATED 9 20_019. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPP ING PLACEM ENT. I ei imp-ta �P"' / v " FOUNDATION SCHEDULE S-1 4" (3000 PSI) POURED CONCRETE SLAB WITH FIBERMESH C REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-1 12" X 12" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS. F-2 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. D-1 . # 5 DOWEL DRILLED 4" MIN. INTO EXISTING BLOCK SET IN EPDXY @ 24" O.C. VERT. D-2 3 # 5 DOWELS DRILLED 6" MIN. INTO EXISTING FOUNDATION SET IN EPDXY AND TIED TO NEW FOOTING STEEL. D-3 # 5 DOWELS DRILLED 6" MIN. INTO EXISITING FOUNDATION SET IN EPDXY @ 48" O.C. TIED TO NEW FOOTING STEEL. f y ?'wrP �G P a S^, ROOF SHEATHING NAILING ZONE INFO. ZONE PI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O,C. FIELD, ZONE P2 4` X LENGTH W/6d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD, ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" Q.C. FIELD NOTES: 19/32" COX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL.BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM.D226. NOTES: ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 3161 CLASS F, ASTM D 7158.CLASS H OR - TAS,.107 AND.SHALL HAVE FACTORY APPLIED SELFSEAL STRIPS OR. BE INTERLOCKING. =i � o I � O O ! � M I I 4 i 0 I � REVIEWED FOR ®� CODE COMPLIANCE ST. LUCIE COUNTY BOCC FIL.0 0 T REVISION ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC'.COM. STATE REG # AA26003348 COPYRIGHT 2017. PROJECT LESSIN PORCH ST. LUCIE COUNTY,, FLORIDA CLIENT CONSULTANTS REGISTRATION � .F.F'Lo A 8 'V mac•• •��,���` - E A MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION ( 9�2i/L• IL e 5 KEY PLAN SHEET TITLE / SHEET NUMBER n _ ----- e l�gQeo/ IPROJECTNUMBER DATE !e�(71f1