Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Truss
MiTek' RE: M11323 MiTek USA, Inc. M11323 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: WYNNNE DEVELOPEMENT CORP Project Name: M11323 Lot/Block: Model: M111323 Address: N/A Subdivision: City: PORT ST LUCIE State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date F 1 T1668647a 4/3/IE2019 ® 2 T16686478 a5 4/3/20193 T16686479 a6 4/3/2019 4 T16686480 a7 4/3/2019 Ply 5 T16686481 A 4/3/2019 6 T16686482 a9 4/3/2019 7 T16686483 gra 4/3/2019 8 T16686484 grb 4/3/2019 9 T16686485 j2 4/3/2019 10 T16686486 i4 4/3/2019 11 T16686487 j6 4/3/2019 12 T16686488 j8 4/3/2019 13 T16686489 kj8 4/3/2019 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 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. Florida COA: 6634 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 ANSVTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek 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. P . R P E N o 22839 �13 STATE OF •:��/ i ,n • .P P• Walter P. Finn PE No.22839 MITak NSA, Inc. Fl. Cart 6634 6904 Parke Fast Blvd. Tampa R. 33610 April 03, 2019 1 of 1 Finn, Walter Job Truss Truss Type Ory Ply T16686477 U11323 A COMMON � 9 1 �M11323 Job Reference (optional) Chambers Truss, Inc., Foil Pierce, FL 8.240 5 Dec 6 2018 MITek Industries, Inc. Wed Apr 310:14:09 2U19 4.00 12 4x5 = 27 Scale = 1:57.8 17 "" 15 "" "' 14 — 12 3.6 = 2x3 II 4x6 3x8 = 3xB = 46 = 2x3 II 3x6 = LOADING (psi SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Ve t(L-) 0.32 1415>999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Ved(CT) -0.6114-15 >670 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.65 Horz(CT) 0.12 10 n/a rVa BCDL 10.0 Code FBC2017/rP12014 Malri%-M$ Weight: 1631b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or3-7-12 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-11-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1362/0-8-0, 10=1362/0-8-0 Max Ho¢ 2=-179(LC 8) Max Uplift 2=-832(LC 10), 10=-832(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-3419/2395, 3-5=-2771/2031, 5-6— 2770/2152, 6-7= 2770/2152, 7-9=-2771/2031, 9-10=-3419/2395 BOT CHORD 2-17= 2132/3213, 15-17=-2132/3213, 14-15=-1269/2000, 12-14=-2132/3213, 10-12=-2132/3213 WEBS 6-14=-635/983, 7-14=-313/362, 9-14=-689/499, 6-15_ 635/983, 5-15=-313/362, 3-15=-689/499 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-" to 2-4-13, Intedor(1) 2-4-13 to 13-7-3, Exterior(2) 13-7-3 to 20-4-13, Intedor(1) 20-4-13 to 31-7-3, Extedor(2) 31-7-3 to 35-0-0 zone;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 nonconcument with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas 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 It, uplift at joint(s) except (It=lb) 2=832, 10=832. 6) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated ]cools) 50 lb down and 47 Ib up at 15-0-0, and 50 lb down and 47 Ib up at 19-0-0 on top chord. The design/selection of such connection devices) is the responsibility of others. 7) In the LOAD CASE(5) section, loads applied to the face of the truss are noted as front IF) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced); Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-6=-54, 6-11=-54, 18-21=-20 Concentrated Loads (Ib) Vert: 26= 50(F) 27= 50(F) Walter P. Finn PE No.22639 Miller; USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 3361D Date: April 3,2019 Q WANNWO-Ve4f deslgnp4remetersandNEADNO7 S ON 7NLSANDINCLUDEDMDEKNEFENANCEPAOEMIP74"mv. 1013Q015aEFONEOSE Design valid for use only with Mnek® connectors. This tleslgn Is based only upon parameters shown, and Is for on 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 buckMg of Individual muss 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 guldonce regarding the r fabrication, storage, delivery, erection and bra0ing of trusses and truss systems. seeANSvIP1t CualMy CMedo, DSBA9 and BCSI Bueding Compononl 6904 PeAe East Blvd. Safety Informationovaloble from Truss Plate Institute. 218 N. We Sheet, Suite 312. Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T76686478 M11323 AS SPECIAL 9 1 �IVI11323 Joh Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Use 62018 MI I as Industries, Inc. Wed Apr J l Ua 4n U 2U18 4.00 12 5.8 MT18HS II Scale=1:59.8 15 lz 5x12 = 2x3 11 3x6 = 302 = 2.00 12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 •Except- 6-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 CS1. DEFL. in floc) Vdefl L/d PLATES GRIP TC 0.85 Vem(LL) 0.76 14 >539 360 MT20 244/190 BC 0.90 Vert(CT) -1.18 13-14 >344 240 MT18HS 2441190 WB 0.60 Hom(CT) 0.36 10 Na Na Matrix -MS Weight: 155 lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc puffins. BOT CHORD Rigid ceiling directly applied or 3-9-12 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (lb/size) 2=1312/0-8-0, 10=1312JO-8-0 Max Hoa 2_ 179(LC 8) Max Uplift 2=-803(LC 10), 10=-803(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5529/3776, 3-5— 5164/3538,5-6=-5209/3667,6-7=-2424/1902,7-9=-2462/1813, 9-10=-3195/2210 BOT CHORD 2-14_ 3466/5266, 13-14=-1305/2115, 12-13=-1948/2995, 10-12=1948/2995 WEBS 3-14=-355/314, 5-14=-293/354, 6-14=-2175/3326, 6-13=-279/534, 7-13=-237/277, 9-13=-786/560, 9-12=0/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 13-7-3; Exteror(2) 13-7-3 to 20-6-4, Inledor(1) 20-6-4 to 31-7-3, Exterior(2) 31-7-3 to 35-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed fare 10.0 psi bottom chord live load nonconcument with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI I 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) 2=803, 10=803. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date; April 3,2019 QWARN/NG- Verily diaJan paremefeman✓READ NOTES ON TNISANDINCLUOEDMGEKREFERANCEPAGEMIL74M rev. 10=2015BEFORE USE Design valid for use only with MBek® connectors. IDis design Is based only upon parameters shown, and Is for on Indivduall bullding component, not ��• o huss system. Before use, the bullding designer must verify me applicability of design parameters and properly Incorporate title design Into the overall bullding d"go. Bracing Indicated Is to prevent buckling of Individual huss web and/or chord members only. Additional temporary and permanent bracing MiTek- 6always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fobrlcatior storage, delivery, erection and bracing of trusses and hum systems: meANSURII pualBy CmeM. DSBd9 and BC91 Building Component 6904 Parke East Blvd. Safely Infoanallonavolloble from Truss Plate Institute. 218 N. Lee Sheet. Sulte 312. Alex,ntlrio. VA 22 14. Tampa, FL 33610 Job Truss Truss Type Oty Ply T76686479 M11323 A6 SPECIAL 1 1 iM11323 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 62018 MiTek Industries, Inc. Wed Apr 310:14:11 2019 4.00 12 3x12 = 2.00 12 6x10 Mi16H3 = 5x6 = lG 11 5x6 = 2x3 11 10-61 1%0-0 6-0- 20.4.8 25-11-15 34.0.0 10-6-4 4-5-12 .0- 4-0-8 5-7-7 8.0-1 3x6 = Scale = 1.61.9 0 1t2 Plate Offsets (X,Y)-- [2:0-1-15,Edge1. f3:0-3-0,Edgel. [5:0-5-0,0-1-13] 17:0-2-7,Edge1 19:0-0-6 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(L-) 0.69 14 >590 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Ved(CT) -0.9214-17 >443 240 MT18HS 244/190 BCLL 0.0 Rep Stress lncr YES WB 0.86 Horz(CT) 0.34 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 1571b FT=O% LUMBER - TOP CHORD 2x4 SP M 30 *Except* 3-5,6-7: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3'Except' 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=131210-8-0, 9=1312/0-8-0 Max Horz 2— 169(LC 8) Max Uplift 2=-803(LC 10). 9=-803(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 ad puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-5491/3336, 4-5=-5095/3071, 5-6=-2314/1551, 6-8=-2398fl533, 8-9=-3199/1981 BOT CHORD 2-14=-3040/5224, 13-14=-1195/2361, 12-13=-1123/2199, 11-12— 1731/3001, 9-11— 1731/3001 WEBS 4-14=-492/513, 5-14=-1707/2959, 5-13=-405/196, 6-13— 179/522, 8-12=-893/660, 8-11=01303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opst h=14ff;'B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-13, Intedor(1) 2-4-13 to 31-7-3, Exterior(2) 31-7-3 to 35-0-0 zone;C-C for members and tomes & MWFRS for reactions shown; 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 lost bottom chard live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.0ps1 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 joints) 2 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 1001b uplift at joints) except Ut=lb) 2=803, 9=803. WalterP-Finn PE No.22839 MI USA, Inc. FL Cart 6634 69U Parke East Blvd. Tampa FL 33610 Date: April 3,2019 Q WARNING -ideslen parameters antl READNOTES ON TNISAND/NCLUDED MrtEKNEFERANCEPAGEM0.14lJrev. 10912015SEFONE USE Design valid for use only with MBeklD connectors. This tlesign 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 tlesign Parameters and properly Incorporate this design Into the overall buildingdeagn. Bracing Indicated is to prevent buckling of Individual hail and/or chord members only. Additional temporary and permanent bracing MiTek• 6 always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, calvary, twinfon and bracing of trusses antl muss systems, seeANSVIPl1 QuailMyCMadu, DSO-89 and IIC51 Building Component 69N Parke East Blvd. Safely Infoenaibnavalloble from Truss Plate ImiBute. 218 N. Lee Street, Suite 312, Alexondrla, VA 22314. Tempe, FL 33610 SPECIAL T16686480 3x12 0 2.00 12 FTaE 5x6 = Tu g 5x12 = 2xil II - I 14-0.204-8 25.11-15 3100--E4 0 8 5.7.7 84-0 3x6 = Scale = 1:60.8 Plate Offsets (X Y)-- 12:0-1-15 Edgel 14:OA-0 0-2-3] 17:0-0-2 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.66 11 >616 360 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.1010-11 >369 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES W B 0.95 Holz(CT) 0.34 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1471b FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3'Except- 4-11: 2x4 SP M 30 REACTIONS. (Ib/size) 2=1312/0-8-0, 7=1312/0-8-0 Max Hom 2=-149(LC 8) Max Uplift 2=-801 10), 7= 803(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-0-2 ec bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5484/3370,3-4=-5116/3126,4-5= 2229/1544,5-6=-2448/1599,6-7=-3169/1993 BOT CHORD 2-11=-3071/5219, 10-11=1590/2874, 9-10=-1738/2968, 7-9=173B/2968 WEBS 3-11=419/443, 4-11=1466/2647, 4-10=812/448, 5-10=-205/487, 6-10=-785/575, 6-9=0/272 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.11psf; h=14ft; B=52ff; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Intdder(1) 2-4-13 to 31-7„3, Exterior(2) 31-7-3 to 35-0-0 zone;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 pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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. 8) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joinrl except (jt=1b) 2=803,7=803. Walter P. Finn PE No.22839 MTek USA, Inc. FL Ced 6634 6804 Parke East Blvd Tampa FL 33610 Date: April 3,2019 A WARNING -Vedtydeal9nP.re te..dPEADNOrE50NTNI5ANDWCLUD£DM?£KNEFERANCEPAGEMIF74MJ , fd➢aI015D£FORE USE Design valid for use only with MBek® connectors. This design is based only upon parameters shown, and Is for on Individual building component, not �'- a truss system. Before use, the bullding designer must va y the applicability, of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of intliidual 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, seeANSVWII Cuallry Cmrrdo, Girl and BCSI Balding Componont 6904 Parke East Blvd. Safety Infoanaflonavailable from Truss Plate Institute, 218 N. Lee street. Suite 312. Alexandrb. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply M71323 T16686481 M11323 AS SPECIAL 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.240 S Uec 6 2018 Mi I ex maustnes, Inc. W eO Apr, 3 1 u:14:13 zu19 Scale = 1:60.6 4.00 12 5x6 = 3x4 = 4 21 5 2x3 II 5.8 = 6 22 7 12 11 Sx12 = 3x4 = 4x5 = 3x12 = 2.00 12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.26 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.78 BC 0.90 WB 0.69 Matrix -MS DEFL. in (Ion) Vdefl Ud Ven(LL) 0.65 12-13 >624 360 Ved(CT)-1.0812-13 >379 240 Hom(CT) 0.33 9 n/a n/a PLATES MT20 MT18HS Weight: 154 lb GRIP 244/190 2441190 FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-11-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1312/0-8-0, 9=1312/0-8-0 Max Horz 2=129(LC 8) Max Uplift 2=-803(LC 10), 9=-803(LC 10) FORCES. (lb) -Max. Comp✓Max. Ten. -All forces 250 ill or less except when shown. TOP CHORD 2-3=-5488/3444,3-4=-5117/3183,4-5=-3911/2497,5-6=-2576/1770,6-7=-2586/1779, 7-8=2663/1762,8-9=-3021/1971 BOT CHORD 2-13=-3143/5224, 12-13=-1956/3292, 11-12— 1369/2481, 9-11=-1705/2827 WEBS 3-13=-396/420.4-13=-1028/1721, 5-13= 3007797,5-12=-894/601, 6-12=-265/263, 7-12=-294/391,7-11=-374/691, 8-11=535/502 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52tt; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 24-13 to 31-7-3, Exterior(2) 31-7-3 to 35-0-0 zone;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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 first bottom chord live load nonconcurrent with anyother 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 chard and any other members. 7) Bearing at joints) 2 considers parallel to grain value using ANSVTP1 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 1001b uplift at joint(s) except at=lb) 2=803, 9=803. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cen 6634 6964 Parke East Blvd. Tampa FL 33818 Date: April 3,2019 Q WARNING -Vedly Cea/gnparamelersand REAONO7ES ON 7NISANDWCLUDEDMf KNEFENANCEPAGEMU74M.Y. IGIUMV1SD£FORE USE Design valid for use only with MRe& connectors. This design Is based only upon parameters shown, and I5 for an Individual building component, not ��• a Fuss system. Before use, the building designer must verity the cppllcabilty, of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual fuss web and/or chard members only. Additional temporary and permanent bracing M!Tek' 8 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the folancollon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTP1l QuarBtrys Criteria. Dal and SCSI Building Component 5904 Parke East Blvd. Safety Informationovailable from Truss Plate Institute. 218 K Lee Street, Suits 312. Alexantlrlo. VA 22314, Tampa, FL 3361 o Job Truss Truss Type City Ply T16686482 •M11323 A9 HIP 1 1 �M11323 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.24U s Use 6 2018 Mi I ex Ineustries. Inc. wee Act 3 113:14:14 2019 44 = 4.00 12 4 3x4 = 2x3 11 4M = 24 525 26 6 27 7 Scale =1:58.6 n' d 0 t2 3x5 = 3xB `= 3.6 = 6x8 = 1.6 = 3s4 = 3x5 C Plate Offsets KY)— 12:0-0-14 Edgel. T7:0-5-4 0-2-01 19:0-3-14 0-1-81 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.35 Vert(LL) -0.18 11-21 >917 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Ven(CT) -0.3811-21 >432 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(CT) 0.02 13 rVa Na BCDL 10.0 Code FBC20177TP12014 Matrix -MS Weight: 156 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=663/0-8-0, 9=346/0-8-0, 13=1616/0-8-0 Max Hom 2=109(LC 9) Max Uplift 2=-430(LC 10),,9=-249(LC 10), 13=-928(LC 10) Max Grow 2=685(LC 19), 9=386(LC 20), 13=1616(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or5-11-9 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. file) -Max. Comp./Max. Ten. -All tomes 250 (Ile) or less except when shown. TOP CHORD 2-3=-1275/1025, 3-4— 9137708, 4-5=829/705, 5-6=-565/807, 6-7=-565/807, 7-8=-1 D4/278, 8-9=-341/235 BOT CHORD 2-15=-836/1187, 13-15=-34/309, 11-13=-256/348, 9-11=-124/304 WEBS 3-15=-425/501, 5-15=-444/665, 5-13=-1215/1079, 6-13— 264/300, 7-11= 255/396, 8-11= 461/521, 7-13=-837/703 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=1651 (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opst Ill B=52ft; L=34ft; eave=611t Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 5-2-5, Exterior(2) 5-2-5 to 14-9-11, Interior(1) 14-9-11 to 19-2-5. Exterior(2) 19-2-5 to 28-9-11. Interiodl) 28-9-11 to 31-7-3, Extedor(2) 31-7-3 to 35-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0pst 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 1001b uplift at joint(s) except Qt=lb) 2=430, 9=249, 13=928. Walter P. Finn PE No.22039 Iffek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: April 3,2019 ,&WARNING- VedIyd&sI9npommetrms dREADNUgi ON THISAND INCLUDED MWEKREF£RANCEPAG£M&74M.. 1da'1,2e15BEFOREUSE Design valid for use only with MBek® connectors. This design Is based only upon parameters shown, and is for on individual building component, not ��- aims system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building tleslgn. 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 end property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of musses and truss systems, seeANSVrPll Quail Criteria, DS349 and BCSI BuIll Component Safety Informallonavollobie from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexontltlo, VA 22314, 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oly Ply T16686483 M11323 GRA HIP 1 1 �M11323 Job Reference (optional) Chambers Truss, Inc., Fan Pierce, FL 6 d 4x4 = 14 6.240 s Dec 6 2018 Mil Industries, Inc. Wed Apr 3 10:14:15 2019 Page 1 ixW?huls?ypJyuFUK-ZX6oYTeGbP99ysG5gj?mfFIFCnIAvDSAZlv7L1 KzUSgs Scale = 1:60.6 3x5 = 3x6 11 3x6 = 6x8 = are = 6x8 = 4x4 = 6x8 = 8I ---17 1 146.0 26-0-0 0 73.1178.15 7-6-0 381-0 00 N 3 t Plate Offsets (X.Y)-- f2:0-2-2,Edgel, [3:0-3-8 Edae] [21:0-3-8 Edge][24:0-3-8 0-3-0] [27:0-3-8 0-3-0] LOADING it SPACING- 2-0-0 CSI. DEFL in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.20 24-35 >914 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Ven(CT) -0.24 29-32 >552 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(CT) 0.02 22 rVa n/a BCDL 10.0 Code FBC2017fTP12014 Matdx-MS Weight: 194 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc puffins. BOT CHORD 2x4 SP M 30 Except: WEBS 2x4 SP No.3 1 Row at midpt a-21 BOT CHORD. Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14 REACTIONS. All bearings 0-8-0. (IS) - Max Horz 2=-179(LC 6) Max Uplift All uplift 1001b or less atjoint(s) except 2=-351(LC 8), 27=-1168(LC 8), 26=-1495(LC 8), 22=625(LC 8) Max Grew All reactions 250 lb or less at joint(s) except 2=487(LC 17), 27=2232(LC 13), 26=2929(LC 14). 22=984(LC 14) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-621/387, 3-5=-304/838, 5-7=-588/1209, 7-8=-588/1209, 8-12— 588/1209, 12-13= 588/1209,13-15>588/1209,15-16=-588/1209,16-18=-588/1209, 18-20=-2230/1280, 20-21=-2230/1280,21-22=-2271/1263,6-9=-126/305, 9-11=-106/363, 11-14=-193/412; 14-17=-94/271, 19-21=-143/272 BOT CHORD 2-29=-247/677, 27-29=-189/540, 26-27=-779/446, 24-26=-411/653, 22-24=-1083/2108 WEBS 3-29=-500/1176, 3-27=-1766/911, 5-27=-748/622, 5-26=-546/351, 13-26_ 946/617, 18-26= 2412/1474, 18-24=846/1780, 21-24=-35/351, 4-5= 608/514, 19-20=-335/305, 14-15=-5561407, 11-12=-254/54 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=165mph (3-second gust) Vasd=128ni TCDL=4.2pst; BCDL=3.OpsC h=1411 B=52ft; L=34@; eave=6h; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent Water pending. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift at joint 2, 1168 lb uplift at joint 27, 1495 lb uplift at joint 26 and 625 lb uplift at joint 22. 8) Girder carries hip end with 8-0-0 end setback. 9) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Walter P. Finn PENo11M 39 P. Finn39 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 9671b down and 461 Ib up at MRek Inc. FL Cart 26-0-0, and 9671b down and 461 Ib up at 8-0-0 on bottom chard. The design/selection of such connection device(s) Is the Mile Parke East Blvd. Tampa FL 33810 responsibility of others. Date: 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). April 3,2019 A WARNING-VensydeslgnpemmetemenOREADNOTES ON MIS AND INCLUDED MN£KREFERANCEPAGEMIP74Mmre 10031a1SSEFOREUSE Design valid for use only with MRek® contractors. This design Is based only upon parameters shown, and Is for an Individual buliding component, not ��- a truss system. Before use, the building designer must verify the applicability, of design parameters and properly Incorporate the design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M[Tek' 6 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeAN31/rP11 Qua'Nryy CM�ria, DSM.89 and DCSI Building Component 69N Parke East BNd. Safety Infonnalbnovolloble from Truss Plate Institute, 218 N. Lee street Suite 312. Alexontlrlo, VA 2431A Tampa, FL 33610 Job Truss Truss Type City Ply M11323 T16686483 M11323 GRA HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 62018 MiTek Industries, Inc. Wed Apr 3 10:14:15 2019 Page ID:_etClczC3izVV7huls7ypJyuFUK-ZX6oYTeGbP99ysG5gj7mfRFCnIAvDSAZlv7L1KzUSgs LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-3_ 54, 21-23=-54, 29-30=-20, 24-29=A7(F=-27), 24-33— 20, 3-11=-126(F=-72), 11-21=-126(F= 72) Concentrated Loads (lb) Vert: 29_ 641(F) 24=-641(F) Q WARNING -Verhy EeslgnperemefereanC READ NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE MA7473rev. 10/0120150EFORE USE. Design valid for use only with MrtekV connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a fruss system. Before use, the building designer must verify. the applicability of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to buckling individual truss web and/or chord members only,, Additional temporary and permanent bracing MiTek' preventof 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, seeANSVORI Quality Cttotn, DSM9 and SCSI Bull Component 6904 Parke East Blvd. Safety Informotbnovalloble from Truss Plate Institute, 218 N. Lee Sheet. Suite M. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Cry Ply M11323 T16686484 M11323 GRB HIP 1 1 Job Reference (optional) _ Chambers Truss, Inc., Fort Pierce, FL 8.240 a Dee 62018 MiTek Industries, Inc. Wed Apr 3 10:14:17 2019 Page l ID:SrRaEyyrgO4M78G4raWBLWyuFUJ-VwDYz9gX71 PtBAPUy81 Ek$La8YgehNuslDcR6DzUSgq 1-0-Q 8.0.0 13-8-0 17-0.0 14 0 26-0.0 34e-0 35-0-e 4.0-0 8-0-0 5-&0 8-4-0 3.4.0 5.8-0 8.0-0 1-0.0 Scale = 1:58.6 5z12 MT18HS = Axle — 5x12 MT18HS = 400 12 2.3 II 4,6 = 2x3 11 3 23 4 5 6 7 24 8 01J n 41 = 36 11 5x6 = 6.12 = 6,12 = 5x6 = 3.6 H 46 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (fee) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.22 16-19 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.3016-19 >820 240 MT18HS 244/190 BCLL 0.0 Rep Stress [nor NO WB 0.90 Horz(CT) 0.06 9 Na Na BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 1531la FTa0 'LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1 -1 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. WEBS 2x4 SP No.3 `Except* WEBS 1 Row at midpt 3-14, 8-13, 6-13 4-14,7-13: 2x6 SP No.2 REACTIONS. (lb/size) 2=1269/0-8-0, 13=4057/0-8-0, 9=474/0-8-0 Max Horz 2=90(LC 7) Max Uplift 2— 853(LC 8). 13=-2590(LC 8), 9=-345(LC 8) Max Grew 2=1451(LC 13), 13=4743(LC 15), 9=528(LC'14) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3625/1950, 3-4= 2080/1236, 4-6=-2080/1236, 6-7=-1296/2589, 7-8=-1296/2589, 8-9=-751/370 BOT CHORD 2-16=-1729/3460, 14-16=-1753/3525, 11.13=-262/733, 9-11= 241/668 WEBS 3-16=-435/1209, 3-14=-1552/774, 4-14=837/691, 7-13=-878f713, 8-13=-3635/1919, 8-11=-432/1204,6-14=1453/2814,6-13=-3198/1807 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6H; Cat. II; Exp C; Encl., GCpii 18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8531b uplift at joint 2, 25901to uplift at joint 13 and 3451b uplift at joint 9. 8) Girder carries hip end with 8-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967lb down and 461 lb up at. 26-0-0, and 967lb down and 461 Ib up at 8-0-0 on bottom chord.' The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CABE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-8=-131(F=-77), 8-10=-54, 16-17=-20, 11-16=-49(F=-29), 11-20=-20 Wallow P. Finn PE No.22818 MiTek USA, Inc. FL Cent 6634 8804 Parke East Blvd. Tampa FL 33610 Date: April 3,2019 O WARNING- Verity tleslgn per a..Mor and READ NOTES ON THIS AND INCLUDED MR£K REFERANCE PAGE 104T47erev. Igoalva01S BEFORE USE. Design valid for use only with MI1ek(D connectors. This design Is bosed only upon parameters shown, and Is for on Individual building component, not ��- a fruss system. Before use, the building designer must verity the appllcabllny of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of lndrAduai 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 fobrlcatlon, storage, delNery, erection and bracing of trusses and truss systems, SeeANSI/IPD GualNy Criteria. DSi and BCSI Bueding Component, 6904 Parka East Blvd. Safsty Inform rflonavarcble from Truss Plate Institute, 218 N, Lee Street Suite 312, Almantlrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T76686464 M11323 GRB HIP 1 1 �M`11323 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 16= 641(F) 11=-641(F) 8.240 a Dec 6 2018 MiTek Industries, Inc. Wed Apr 310:14:172019 Page 2 ID:SrFlaEyyrg04M78G4mWBLWyuFUJ-VWDYz9gX71 PtBAPUyBl EksLa8YgehNuslDcR6DzUSgq AWARNING-VerHydeslgnperemetersendREADNOTESONMISANDINCLUDEDMREKREFERANCEPAGEMIF74mii10=015BEFOREUSE. Design valid for use only with MITI connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a huss system. Before use, the building designer must verity. the applicability of design parameters antl properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual hums web and/or chord members only. Additional temporary and permanent bracing M!Tek• B always required for stability and to prevent collapse with possible permonal injury and property damage. For general guldonce regarding the fabrication, storage, delivery, erecton and bracing of trusses and tuns systems, seeANSVIPII Qi Criteria,DS!$9 and SCSI Building Component 69U Parke Easl BNd. Safety Infonnalbrrrevoiloble from Truss Plate InsBtute. 218 N. Lee Sheet Suite 312. AJexontlrlo. VA 22 14. Tampa, FL 33610 Job Truss Truss Type Ply T7668fi485 M11323 J2 MONO TRUSS �Cfty 8 1 �11411323 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:14:17 2019 Page 1 ID:xl?zSlzTbJCDIIrGPHIOukyuFUI-VwDYz9gx71PtBAPUy81EksLkpYZDhbOSIDCR6DzUSgq -1-0-0 2-0-0 1.0.0 I 2-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Well LJd TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 240 BOLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 . n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=38/Mechanical, 2=141/0-8-0, 4=22/Mechanical Max Horz 2=67(LC 10) Max Uplift 3=-28(LC 10), 2— 136(LC 10), 4— 3(LC 7) Max Grav 3=39(LC 15), 2=141(LC 1), 4=31(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale =1:7.8 PLATES GRIP MT20 244/190 Weight: 8 lb FT-=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 cc puffins. BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14fU B=52ft; L=34h; eave=6f1; Cat. II; Exia C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;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 21 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 3, 136 Ib uplift at joint 2 and 3lb uplift at joint 4. Welter P. Finn PE No.22839 fill USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data: April 3,2019 QWARNING- VerilytlnIgnparametersend READNOTES ON MISANDINCLUDED MrTECREFERANCEPAGEM11-747Jrev. 14N142015BEFORE USE. Design valid for use only wim Mirelsf, connectors. IDIs design Is based only upon parameters shown, and Is for an Individual building component, not ��• a two system. Before use. the bulldIng designer must verify me appllcablllty of design parameters and properly Incorporate this design Into the overall Wilding design. Bracing Indicated Is to prevent buckling of lndilducl two web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with poodle personal injury and property damage. For general guldonce regarding me fabricafiom storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPIt CualMMyy Crunch, DSB-89 and BCSI Building Component 69o4 ranks Easl Blvd. Safety Informatblpvallable from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria. VA 22314, Temps, FL 33610 MONO TRUSS T16685486 30 = LOADING (psf) SPACING- 2-0-0 DEL 'DEFL. in floc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Ven(LL) 0.02 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.02 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 FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=90/Mechanica1, 2=207/O-B-0, 4=50/Mechanioal Max Hom 2=101 10) Max Uplift 3=-80(LC 10). 2=161(LC 10). 4=-7(LC 10) Max Gram 3=90(LC 1), 2=207(LC 1), 4=69(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. Scale=1:11.1 PLATES GRIP MT20 244/190 Weight: 14lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=161 (3-second gust) Vasdl28mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=521t; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.0psf on the bottom chard In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 to uplift at joint 3, 161 It, uplift at joint 2 and 7Ib uplift at joint 4. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: April 3,2019 AWANN/NG-Vedryder1gnperemetensivri ERDNOTESONTNISAND/NCLUDEDANTEKFEFENANCEPAGEMIP74Mmr.iGe320159EFONEOSE Design valid for use only with Mnei connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not atruss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate his design Into the overall building design. Bracing Indicated is to prevent buckling of Individual huss web and/or chord members only. Additional temporary and permanent loading is always required for stablIfty, and to prevent colopser with Possible personal injury and property damage, For general guldonce regarding the fabrication, storage. delivery. erection and bracing of trusses and truss systems. seeANSNIPII Quality Cmab, DSa-09 and eCSI Building Component Saftety lnformatbsgvoroble from Truss Plate InstlMe, 218 N. Lee Sheaf, Suite 312. Alexandria, VA 22314. MiTek* 6904 Parke East Blvd. Tampa, FL 33610 1323 1323 jJ6 I MONO TRUSS T166B6487 -1-0.0 6.0.0' 1-0-0 6-0.0' 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Verl(LL) 0.11 4-7 >629 360 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT), -0,12 4-7 >617 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS, (lb/size) 3=145/Mechanical, 2=279/0-8-0, 4=71/Mechanical Max Horz 2=142(LC 10) Max Uplift 3=-131(LC 10), 2=-194(LC 10), 4=-e(LC 10) Max Grav 3=145(LC 1), 2=279(LC 1), 4=102(LC 3) FORCES. (Ib) - Max. CompAMalc Ten. -All forces 250 (Ib) or less except when shown. Scale=1:14.6 PLATES GRIP MT20 2441190 Weight: 201b FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oo bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) VIi 28mph; TCDL=4.2psf; BCDL=3.Opsf; h=14tt; 8=52tt; L=34111; eave=6ft; Cat. II; Exp C; Encl., GCpi=O.16; MW FRS (directional) and C-C Exted6r(2) zone;C-C for members and forces 19 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.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 3, 194 lb uplift at joint 2 and 8 Ib uplift at joint 4. WalterP. Finn PE No.22839 MRek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April'3,2019 ,&WARNING-Ve1nydeslgnperemefereend REAONOTES ON TNISANO INCLUDED MREKREF£RANCEPAGEMIF74"nsi, 100YN(SOEFORE USE. Design valid for use only with Mi 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 antl properly Incorporate this design Into the overall building tlesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing MiTek' Is always required far 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 fmss systems. seeANSIM11 Cual6v CMeM, OSB-99 and SCSI tall Component 6904 Pake East Blvd. Safety Inform ctbnavolloble from Truss Plate Institute, 218 N. Lea SiSuite 312, Alevondrlo. VA 22 14. Tampa, FL 33610 Job Truss Truss Type Oty Ply T16686488 M11323 J8 MONO TRUSS 20 1 �M11323 Jab Reference (optional) chambers 1n16S, Inc., hoR Fierce, hL 8.240 a Dec 6 2018 MfTek Industries, Inc. Wed Apr 310:14:19 2019 3z5 = LOADING (Pat) SPACING- 2-0-0 CSL DEFL, in (loc) Vdefl L/d TOLL 20.0 Plate Grip DOL 1.25 TO 0.62 Vert(LL) 0.26 4-7 >367 360 TOOL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.30 4-7 >319 240 BOLL 0.0 - Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 rda n/a BCDL 10.0 Code FBC2017ITP12014 Matdx-MP LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM31 REACTIONS. (lb/size) 3=188/Mechanical, 2=352/0-8-0, 4=103/Mechanical Max Horz 2=100(LC 10) Max Uplift 3=-175(LC 10), 2=-228(LC 10), 4=-15(LC 10) Max Gmv 3=188(LC 1), 2=352(LC 1), 4=145(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. Scale=1:17.4 PLATES GRIP MT20 2441190 Weight: 26lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCOL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Intedor(1) 2-4-13 to 3-1-13, Extedor(2) 3-1-13 to 7-11-8 zone;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 36-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 175 lb uplift at joint 3, 228 to uplift at joint 2 and 15 to uplift at joint 4. Walter P. Finn PE No.12839 MTek USA, Inc, FL Cert 6634 6904 Padre East Blvd. Tampa FL 33610 Data: April 3,2019 QWARNING-Verity&d9r;peremeAns.nd BEAD NOTES ON THISAND INCLUDED euncKREFERANCEPAGEMP-7473 rev. 10=015BEFOREUSE. Design void for use only with M9ek® connectors. This design Is based only upon parameters shown, and Is for an Indiddual bulltling component, not ��• • a truss system. Before use, the bulltling designer must verlfv the oppicablity, of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated a to prevent buckling of lndNldual from web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabnity and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication. storage, delivery, erection antl bracing of frusses and husssystems, seeANSVrPII Quality Cdbda, DS349 and BCSI Building Component 69" Parke East Blvd. Safety lnformationovollablefrom Truss Plate Institute,218 N. Lee Street Suite 312, Mayontlrlo. VA22314. Tampa, FL 33610 ' Job Truss Truss Type Cry Ply T76686489 M11323 KJB MONO TRUSS 4 1 �M11323 Job Reference (optional) Chambers Truss, Inc., Fart Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:14:20 2019 Page 1 ID:Lcg54J7LUEancmZr4Db7 W MyuFUF-wVvhbAi POynR2d83dGaxMUzDGmyGurcl RBg6iYzUSgn Scale = 1:20.3 3x4 = „ 5 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.29 Vert(LL) 0.07 7-10 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.12 7-10 >999 240 13CLL 0.0 ' Rep Stress Incr NO WE 0.46 Horz(CT) 0.02 6 n/a We BCDL 10.0 Code FBC2017ITP12014 Matdx-MS Weight: 44lb FT=O% 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 BOT CHORD Rigid ceiling directly applied or 8-9-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=201/Mechanical, 2=46610-11-5, 6=576IMechanical Max Hoa 2=244(LC 8) Max Uplift 4= 205(LC 8), 2=-305(LC 8), 6=-2B6(LC 8) Max Gray 4=245(LC 13), 2=466(LC 1), 6=590(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1151/523 BOT CHORD 2-7=-687/1126, 6-7=-687/1126 WEBS 3-7=0/330, 3-6=-12367755 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1,60 plate grip DOL=1:60 2) This truss has been designed for a 10.0 last bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205lb uplift at joint 4, 3051b uplift at joint 2 and 2861b uplift at joint 6. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4>752(F=-49, B=-49), 8=0(F=10, B=10)-to-5=-56(F=-18, B=-18) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Dater April 3,2019 O WARNMG-Vedfydeslgnperemetersand NEADNOTE50N MIS AND INCLUOEOMN£KNEFENANCEGAGEMI74M..lde DISBEFORE USE. Design valid for use only with Mneiri0 connectors. this design Is based only upon parameters shown, and Is for an Individual building component, not a }nrss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall carding design. Brocing Indicated is to prevent buckling of Individual lass web and/or chord members only. Addmonol temporary and permanent brocing MiTek' Is always reaulred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, delNery, erection antl bracing of 1lusses antl truss systems, seeAN5Ur911 QualMMyy Criteria. DSB-S9 and BCSI Building Camponmt 6904 Pa,ke East Blvd, Safety Intormationovollable from Truss Plate Institute. 218 K Lee Street, Suite 312, Alexantldo. VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 374 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. �71 For 4 x 2 orientation, locate plates 0-14d' 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 width measured perpendicular 4 x 4 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. 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/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing, BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses, Numbering System 6-48 I I dimensions shown inftsixteenths t scale) (Drawings not o state) 2 3 TOP CHORDS 0 Of O M U o_ O 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,ESRl988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITek® All Rights Reserved MITek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 ® 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 BCSL 2. Truss bracing must be designedby 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 stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer. erection supervisor, propertyowner 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 ANSI/rPI 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 usewifh 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 shag be of the species and sae, and In all respects. equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing a110 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/1PI 1 Quality Criteria.