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TRUSS PAPPERWORK
RE: .M11323 MiTek USA, Inc. M11323 6904 Parke East -Blvd. Tampa, FL 33610.4115 Site Information: SCANNED Customer: WYNNNE DEVELOPEMENT CORP Project Name: M11323 BY Lot/Block: Model: M11323 St. Lucie County 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 61G15-31.009, section 5 of the Florida Board of Professional Engineers Rules.' No. Seal# Tmss Name Date ' 1 2 T16686477 T1668647- a a5 4/3/2019 4/3/2019 FILE 3 T16686479 afi 4/3/2019 — 4 - T16686480 a7 4/3/2019 - KL EIVED 5 T16686481 a8 4/3/2019 6 T16686482 a9 4/3/2019 OCT 17 2019 7 T16686483 gm 4/3/2019 8 T16686484 grb 4/3/2019 9 T16686485 j2 _ 4/3/2019 o ST. Lucie County,Pemi 10 T16686486 j4 4/3/2019 11 T16686487 i6 4/3/2019 REVIEWED FOR 12 13 T16686488 T16686489 j8 ki8 4/3/2019 4/3/2019 CODE COMPLIANCE oST. LUCCIEp�C`OUNTY ` SOC C 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 ANSI/TPI 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 o 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 verity applicability of design parameters and properly incorporate these designs • into the overall building design per ANSI/rPI 1", Chapter 2. No 22839 STATE OF •:��/ f A'� O R I'0P ONA, �►� Walter P. Rna PE 1102 839 MiTek USA, Inc. R. Can 6634 6904 Parke East Blvd. Tampa FL 33610 April 63,. 2019 1 of l Finn, Walter Job Truss Truss Type Oly Pl7Jlb 1323 ' T16686477 M11323 A COMMON 9 - Reference o tional ' Chambers Truss, Inc., Fort Fierce, 1'L o.Lau a uec u Line ml I eK Inc.. Wed Apr 3 10:14:09 2019 Page " 4.00 rl2 4x5 6 27 Scale=1:57.8 11� 0 17- 15 -' -' 14 - - 12 - 3x6 = - 2x3 I I 4x6 = 3x8 = 3x8 = 4x6 2x3 II 3xfi = LOADING (par) SPACING- 2-0-0 C DEFL. in -(loc) War Ud PLATES GRIP TCLL 20.0 Plate Grip DOL " 1.25 TCSI. 0.39 VBd(LL) 0.32 14-15 >999 360 MT20 244/190 - TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -461 14-15 >670 240 BCLL 0.0 Rep Stress Incr -YES - WB 0.65 Horz(CT)" 0.12 10 n/a Na - -BCDL 10.0 ,Code FBC2017frPI2014 Matnx-MS - Weigh[: 1631b F"f=0% LUMBER- BRACING-. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3=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 REACTIONS. (lb/size) 2=136210-8-0, 10=1362/0-8-0 Max Harz 2=-179(LC 8) Max Uplift 2=-832(LC 10),: 10=-832(LC 10) m- FORCES. (lb)-Max.,Comp./Max. Ten. -All forces 250(lb)or less except when shown. " TOP CHORD 2-3=-0419/2395, 3-5=-2771/2031, 5-6=-2770/2152, 6-7=-2770/2152; 7-9=-2771/2031, 9-10=-3419/2395 GOT CHORD 2-17=-2132/3213, 15-,17=-2132/3213, 14-15=-1269/2000, 12-14=-2132/3213, - 1013 WEBS 6-14=-635/983, 7-04==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 forthis design. 2) Wind: ASCE7-10; Vult=165mph (3=second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14tt; B=52ft; L=34ft; eave=6ft;'Cat. II; Exro C1 Encl., GCpi=0.18; MWFRS (directional) and C-C Eztedor(2) -1-0-0 to 2-4-13, Intedor(1) 2-4-13 to 13-7-3, Exteaor(2) 13-7-3 to 20-4-13, Intedor(1)20-4-13 to 31-7-3, Exterior(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) Thistrusshas 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 1001b uplift atjoint(s) except Qt=lb) - 2=832, 10=832. " .., 6) Hanger(s)or other connection device(s) shall be provided suit talent to support concentrated load(s) 50 lb down and 47.Its up at 15-0-0„and 50 lb down and 47, Its up at 19-0-0 on top chord. The desigrAelection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front,(F) or back (B). LOAD CASE(S) Standard ' - 1) Dead+ Roof -Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 . Uniform.Loads (plQ _ Vert: 16=-54, 6-11=54, 18-21=-20 _ x Concentrated Loads (I s) " - Vert:26=-50(F) 27=-50(F) B _ Walter P. Finn PE No.22639 MTek USA, Inc. FL Carl 6634. 6904 Parka East Blvd. Tampa FL 33610 Date: - April3,2019 A wIuti -venty designpammetem and BEAD NOTE5 ON MIS ANo INCLUDED MBEKBEFERANCEPAGEM/F7473 rev. 10 015BEFORE USE Design valid for e only with MReM connectors. This design is based oNy upon parameters shown and is for an individual building cpmponent not us ��- 'a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall sto Individual trtmwele members only. Additional lemporary and permanent bracing MiTek- building design. Bracing Indicated prevent.buckling of chafer chord balwaysrequiredforstabilityandtopreventcollopsewithpossiblepersonollnjuryandpropertydamage. For general guidance regarding the fobdcanon. storage. delivery, erection and bracing of trusses and truss systems, see/NSIMIJ Cualtiv Criteria, Dili and SCSI Building Component' . Safety Nlolmationc iiable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Nexondrlo. VA 21114. 6904 Parke East BNd. Tampa, FL 33610 Job Truss Truss Type Oly Ply M71323 r T16fi86478 M11323 A5 SPECIAL 9 1. - Job Reference (optional) Gnome= i was, MC., -on nerce, M o,z u,s vec o eui o mi iex mausmes, inc. vvea npr a m:rv:iu zuro rage i . .4.00 12 5x8 MT1 BHS II 6 Scale = 1:59.8 13 12, 5x12 = - 2pC3 l Us = 3z12 = 2.00 F12 - - LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc). Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Ven(LL) 0.7.6 14 >539 360 MT20 244/190 TCDL 7.0 . Lumber DOL _ 1.25 - BC: �0.90 Vert(CT) . -1.18 13-14 >344 240 MT18HS 2441190 . BCLL. 0.0 Rep Stress Incr YES _ WB 0.60 Horz(CT) .0.36 10 n/a Na. - BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 155 to FT=0% LUMBER- BRACING - TOP CHORD 2x4,SP M 30 - _ TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc pur ins. BOT CHO_ RD 2x4'SP M 30 BOT CHORD Rigid ceiling directly applied or3-9-12 oc bracing. WEBS 2x4 SP No.VExcepP - WEBS' 1 Row at micipt- 6-14 6-14:2x4-.SP'M 30 _ OTHERS 2x48P No.3 - REACTIONS. (lb/size) 2=131210-870, 10=1312/0-8-0 Max Harz 2=-179(LC 8) .. Max Uplift 2=-803(LC 10), 10=-803(LC 10) ' FORCES. (Ib) - Max. Comp./Max. Ten. - All tomes 250 (lb) or less except when shown... TOP CHORD 2=3=-5529/3776,3-5=r5164/3538,5-6=-5209/3667,6-7=-2424/1902,7-9=-2462/1813,.'. -. - 9-10=-3195/2210- BOT CHORD 2-14=3466/5266, 13-14=-130512115, 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 met 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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional)andC-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2.4-13 to 13-7-3,:Extedor(2) 13-7-3 to 20-6-4. Interior(1) 2076-4 to 31-73. 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) All plates are MT20 plates unless otherwise indicated. - 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcuirent 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 tit between the bottom chord and any other members. .. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle tograin. formula. Building designer.should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint($) except at=lb) 2=803,10=803. Walter P. Finn PE No.22836 -. MTek USA, Inc. FL Cart 6834 " 9904 Parke East Blvd. Tampa FL 33610 Data: ADHI 3.2019 e Oty' . .Ply M11323 r T16686479 FM1'13723����B�PECTI�AL 1 1 " ' Job Reference o tional Onambers I suss, Inc.,. ran rlerce, rL o.zvu a vec 0 zu 10 mu e6 Inaasales, Inc. vvea mar J m: r 4:1 I zu rtl rage I axle MT1 BHS = 4.00 12 5x6 = 2.00 12 5x6L= 11 2x3 11- Scale = 1:61.9 LOADING (pso SPACING- 2-0-0 CSI.TH FL- in (loc) Vital Ud - PLATES GRIP _ TCLL 20.0 Plate Grip COL - 1.25 TIC -0.81(LL) 0.69 14 >590 360 MT20 2441190 - TCDL -7.0 Lumber DOL 1.25 BC' '0.93(CT) -0.92 14-17 >443 240 MT18HS 244/190 _ BCLL 0.0' Rep Stress Inch YES - WB- 0.86z(CT)'-0.34 9 n/a n/a .BCDL 10.0 .Code FBC2017/TPI2014 Mai Weight: 1571la FT=O% LUMBER- - BRACING- ' TOP CHORD- 2x4 SP M 30'Except* TOP CHORD Structural wood sheathing directlyapplied or 2+2-0 ob purlins. " - 3-5,6-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing; - BOT CHORD2x4SIP M 30 WEBS 2x4 SP No.3 *Except* - - 5-14: 2x4 SP M 30' n' OTHERS 2x4 SP No.3 - REACTIONS. (lb/size) 2=1312(0-8-0, 9=1312/0-8-0 Max Hon: 2=-169(LC 8) Max Uplift 2= 803(LC 10), 9=-803(LC 10) FORCES. (lb) - Max. Comp./Max. Ten.,; All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-5491/3336, 4-5=-509S/3071, 5-6=-2314/1551; 6-8=-2398/1533, 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=0/303 - 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=34R; eavei Cat. -.11; Exp C; Encl., GCpi=0.18; MW FRS (directional). and C-C Extedor(2) -1-0-0 to 2-4A3, Interior(l) 2-4-13 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) 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.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 join i(s) 2 considers parallel to groin value using ANSUfP1 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 Qt=lb) 2=803, 9=803. Walter P. Finn PE No.21839 fill ek USA, Inc. FL Cent 8634 89D4 Parke East Blvd. Tampa FL 33B10 Date: April 3,2019 O WARNING -Vedhydesign rammetemand READ NOTES ON MIS AND INCLUDED MREKREFERANCEPAGEM11i rev. 1Na32af5BEFORE USE valid for use only with MReM Connectors. This design Is based Only upon parameters shown, and Is for an individual building component, not Nil'Design a truss system. Before use, me building designer mustverify the applicability of design parameters and property Incorporate this design Into the overall building design. Seeing Indicated is to prevent bucWing ofindNidualcuss web and/or chord members only. Additional temporary and permanent bracing MiT®k' Is always required for stability and to prevent collapse wllh possible personal injury and property damage. For general guldonce regarding the fabricailoa, storage; delivery. erection and bracing of trusses and fuss systems, seeANS1/IPII Quality Cill DSS-09 and SCSI Balding Component. 6904 Parke East Blvd. Sabty lnformatbrxmoilable from Truss Plate lns5fute. 218 N: Lee Street. Suite 312, AIexondrlo. VA 22314. - Tampa, FL 33610 Job Truss Truss Type Oty Ply M11323 T16686480 M11323 A7 SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 a Dee 6 2018 MITek Industries, Inc. Wed Apr 3 10:14:12 2019 Page i e nnR—, 5.8 = 5x6 = . 4 5 w 9 5x12 = 2x3 3x6 3X12'= 2.00 12 m LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud TCLL 20.0 Plate Grip DOL. , 1.25 TC 0.83 Ved(LL) 0.66 11 >616 360 TCDL 7.0 L&ber DOL 1.25 BC 0.90 Vert(CT) -1.10 10-11 >369 240 BCLL. 0.0 ' Rep Stress Incr YES WB 0.95 Horz(CT) 0.34 7 n/a n/a .BCDL 10.0 Code FBC2017/TP12014 - Matrix -MS LUMBER- BRACING - TOP CHORD 2at4 SP M 30 TOP CHORD BOT CHORD 2x4SP'M 30 BOT CHORD WEBS 2x4'SP No.3*Except' 4-11: 2x4 SP M 30 REACTIONS: (lb/size) 2=1312/0-8-0, 7=1312/0-8-0 Max Horz 2=-149(LC 8) Max Uplift 2=-803(LC 10), 7=-803(LC 10) - FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) 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=-173812968; 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 Scale = 1:60.8 PLATES GRIP MT20 2441190 MT18HS - 244/190 Weight: 1471b FT = 0% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 4-0-2 oc bracing. 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=4.2psG BCDL=3.Opsf; h=14ft;.B=52ft; L=34ft; eaves6ft; Cat.. ' 11; Exp.C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 31-73, Extedor(2) 31-7-3 to 35-0-02one;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 ponding. - 4) All plates are MT20plates unless otherwise indicated. 'el • _ 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. . 6) - This truss has been designed for alive 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 considers parallel to grain value using ANSVTPI 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 at=lb) .. . . 2=803,.7=803. Walter P. Finn PE No.22839 _ MTek USA, Inc. FL Cart $634 " 6904 Parke East Blvd. Tampa FL 33610 . - Data: Anril3.2019 Job Truss Truss Type City Ply ` T16686481 M11323 A8 SPECIAL 1 1 �M11323 - Jab Reference (Optional) Chambers Truss, Inc., ' tOn Pierce, FL D 2U16 MI IeK Inaustnes. InC. Wea ADr 810:14:1321J19: Focal Scale=1:6D.6 4.00 12 5x6 = 3x4 2.3 11 5.8 = = 4 21 5 6 22 7 2a3 /i 12 11 5x12 = 3x4 = 4x5 = 3x12 = 2.00 12 -Plate URs tS (X YI-- 12'U-1-15ptltlel Ir'U-S-21 U-2-81 -' LOADING (lost) SPACING- 2-0-0 CS]. d DEFL: in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL. 1.25' TC 0.78 Ven(LL) 0.65 12-13 >624 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC '0.90 Ver(CT)-1.0812-13 >379 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.33 9 n/a n/a BCDL 10.0 ..Code FBC2017/rP12014 Matrix -MS Weight: 1541b -FT=O%. LUMBER- BRACING - TOP CHORD 2z4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 Oc purlins. BOT CHORD 2x4SP M 30 BOT CHORD Rigid ceiling directly applied or3-11-11 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. (Ib) - Max-Comp:/Max. Ten. -Ail forces 250.(lb) 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=-3001797,5-12= 894/601, 6-12=-265/263, , 7-12=-294/39117-11= 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=4.2ps1; BCDL=3.Opsf; h=14ft;:B=52ft; 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, Interior(1) 2-4-13 to 31-7-3, Exterior(2) 31-7-3 to 35-" 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 for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads: 6) `This truss has been designed for alive 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 otfier members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVrPI 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 dt=lb) 2=803,.9=803. ®. Walter P. Finn PE No.22839 Mt elt USA, Inc. FL Carl 6634 69D4 Parke East Blvd. Tampa FL 3361D Date: April 3,2019 A WARNING- Verlydesignparameters and READ NOTES ON MIS AND VvoLODEGAImEKREFERANCEPAGEMI4)473MK 1MAV20156EFORE USE iiiippmi Design valltl for use only with Mnek®connectors. This design Is pasetl only upon pommefers shown, and is for an Intlivitluol bulltling Component, not oa" is system. Before use, tno building designer, must veufy the applicability of design parameters and propetly Incorporate this tlesign Into the overall building design. Bracing Indicated is to prevent buckling of_d-llduol huss web and/or chord members only. Addlibnol temporaryand permanent brpcerng MiT®k' is alwaysfeauired tar stability antlio praventcollapse with possible persond injury and toparty cloari .For general guitlance regarding the. fabricoran. storage:delivery. erection and bracing atfru_.s and buss systems seeMS711 Ouail yGtINM.DSB-0g mrd BCSI3UIdh0 CDmponrrnT 6904 Parke East DNd. Sof hr Inlermatbmvoilable ham Truss P,ate Institute, 216 N. lee Sheet. Suite 312. Alexandria. VA22 14. Tampa, FL 33610 Truss Truss Type 0ty P M11323T1668fi482 rJobl H 1 ab Reference3 (opliona8 Chambers Truss, Inc., Von Force, FL. Use bZUIa MI Iek WeOADr 31U:14:142MU Face 1 a 4on 4x4 = 3x4 2x3 11 = 4xS = scale = 1:58.6 3x5 = 3x8 = axe = 6x8 = US = 3x4 = 3x5 3 LOADING (psp SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 VerI -0,18 11-21 >917 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT)-0.3811-21 >432 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 HOrz(CT) 0.02 13 We n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 1561b FT=O%. LUMBER- - BRACING- - TOP CHORD 2k4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11-9 be puffins. BOT CHORD 2x4SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 .REACTIONS. (Ib/size) 2=663/0-8-0, 9=346/0-8-0, 13=1616/0-8-0 Max Hoa 2=109(LC 9) Max Uplift 2=-430(LC 10), 9=-249(LC 10), 13=-928(LC 10) Max Grant 2=685(LC 19), 9=386(LC 20), 13=16111), FORCES. (I s) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1275/1025; 3-4=-911708, 4-5=8291705, 5-6=-565/807, 6-7=-565/807, 7-8l04/278, 8-9=-341/235 BOTCHORD 2-15=-836/1187,13-15=-04/309; 11-13=-256/348,9-11>724/304 WEBS 3-15=-425/501, JE15=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 rootlive loads have been considered forthis design. 2) Wind: ASCE7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 1I; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterioll -1-0-0 to 2-4-13, Intedor(1) 2-4-13 to 5-2-5, Exterior(2) 5-2-5 to 14-9-11, Interior(l) 14-9-11:to 19-2-5, Exterior(2) 19-2-5 to 28-9-11. Intedor(1) 28-9-11 to 31-7-3, Exteriar(2) 31-7-3 to 35-0-0 zone;C-C for members and forces 8 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 ps1 bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed fora 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 1001b uplift at joint(s) except at=lb) 2=430, 9=249, 13=928. Walter P. Finn PE No.22839 MTek USA Inc. FL Cart 6634. 69N Parke East Blvd. Tampa FL 33Bt0 Data: April 3,2019 Q WARNING -Verity design parameters and READ NOTES ON THIS ANDWCLUDW MREKBEFERANCE PAGE MINDS rev. fWAYf01S BEFORE USE aaaa Design valid for use only with Mnek®connectors. Ihisci lgn is based onlyupon parameters shown, and Is for an lndMduol building component not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into me overall bulling design, Bracing indicated is to prevent buckling of individual hum web and/or chord members only. Additional temporaryandpermanent bracing 'MiT®k' Is olwaysjequired for stability and to prevent collapse wim possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems seeANSl lil Coterie. DSO-89 and 1C311u1dhp Component 6904 Parke East Blvd.!ably N/ormatbsrvvclable from Truss Plate Institute. 218 N. Lee Street Sutie312. Alexandria. VA 22314. Tampa, FL.33610 Job Truss Truss Type OtY' Ply M71323 T16686483 M11323 GRA HIP 1 1 Joh Reference o onall Chambers Truss, Inc., Fort Pierce; L 8.240 a Dec 6 2018 MiTek Industries, 3 10:14:15 2019. I; 4x4 = 14 Scale = 1:60.6 3x5 = 3z6 II "a - 6x8.= 3x6 6x8 = 4x4 P 6x8 = e-0-0 11-1-1 18-6-0 26-0-0 34-0-0 6-D-o a-1e I 7-4-15 I T-s-D 31n2 6 Plate Offsets (X Y)— [2:0-2-2-Edge] f3:0-3-8 Edqel [21:0-3-8 Edgel [24'0-3-8 0-3-01 [27'0-3-8 0-3-01 ' LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (fee) VdeB 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 Vert(CT) -0.2429-32 >552 240 BCLL 0.0 ' Rep Stress [nor NO INS 0.98 Horz(CT) 0.02 22 n/a n/a ;BCDL 10.0 Code FBC2017/TPI2014 - Matrix -MS Weight: 1941b FT=O% LUMBER- BRACING- - TOP CHORD .2z4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc pudins. BOT CHORD 2x4'SP M 30 Except: WEBS 21r4 SP No.3 1 Row at midpt 8-21 at 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. - (Ib) - Max Horz 2=-179(LC 6) Max Uplift All uplift1C0 lb or less atjoint(s) except 2=-351 (LC 8), 27=-1168(LC 8), 26=-1495(LC 8), 22=-025(LC 8) Max Gnav- All reactions 250 lb or less atjoint(s) except 2=487(LC 17). 27=2232(LC 13), 26=2929(LC 14), - 22=984(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-621/387, 3-5=-304/838, 5-7=-58811209, 7-8=-588/1209, 8-12=-588/1209,6 a 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=-556/407; 11-12=-254/54 - s' NOTES- - - 1) Unbalanced roof live loads have been considered for this design. - 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mpn; TCDL=4.2pst BCDL=3.6psf; h=14f; B=52ff; L=34ff; eave=611; Cat. 11; 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) ThisAruss has been designed for a 10.0 psf bottom chord live load nonconcunent 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 Ib 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 pudin representation does not depict the size or the orientation at the pudin along the top and/or bottom chord. Walter P. Finn PE No.22839 - 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9671b down and 461 lb up at MTek USA, Inc. FL Cert 6634 26-0-0, and 967 lb down and 461 IB up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the 6904 Parke East Blvd. Tampa FL 33610 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 - VeHfydava, mrametersend READ NOTES ON THISAND INCLUDED MITEKREFERANCEPAGEMIL74"mx 1G'93¢a15BEFOREUSE Design valid for use only with Mired) connectors. This design 6 based only upon parameters shown, and Is for on Individual building component not a truss system: Before use, Me building dedgner must verify the applicability of design parameters and property incorporate this design Into the overall bulltling deego. 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: delNery, erection and bracing of trusses and truss systems seeANSVIPI1 Quality CMnda, DSO-89 and BCSI Building Component. _ Salinity Nformationwolloble from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. MiTek' 69N Parke East BNd. Tampa, FL 33610 - pry Ply�JbReference ;M11323� �GRA�H�IP ' T16686483 1 o tional waumers i russ, nw., .run nerce, rL 6.44us UeG a ZU1 a MI I eK industries, Inc. Wed Apr 3 10:14:15 2019 Paget ID:-etC1 cxC3isW?huts?ypJyuFUK-ZK6DYTeGbP99ysG5aj?mfRFCnIAvDSAZlv7L1 KzUSgs LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 21-23=-54, 29-30=-20, 24-29=-477((FF---27), 24-33=-20, 3-11=-126(F=72), 11-21 =-1 26(F=-72) Concentrated Loads (lb) Vert: 29=-641 (F) 24=-641 (F) , O WARNING- Verify design parameters and READ NOTES ON MIS AND INCLUDED MREK REFERANCE PAGE MIP74M rev. Inwavo15 BEFORE USE Design valid for use only with MBekO connectors. This design Is hosed only upon parameters shown, and h for an Individual building component, not a inns system. Before usa,Jhe building designer must verify the applicability of design parameters and properly Incorporate MIS design Into the overall bUllding tleslgn. Bracing Indicated is to prevent buckling of Individual Ines web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the. . fobrlcatlon: storage: delivery. erection and bracing of trusses and truss systems, seeANSVIPIt Quality CrBieft. DSBd9 and BCSI Building Component 69M Parke East BIJd. . Safety lnfa mationavoiloble from Tess Plate Institute, 218 N. We Sheet. Suite 312, AIexondric. VA 22314. Tampa, FL 33610 Job Truss Truss Type Cry Ply T76686484 M11323 GRB HIP 1 1 �M11313 Job Reference o tional wamoers r mss, Inc., run nerve, rL 8.24U.S uea b 2U18 MI fek IndOstnes, Inc. Wed Apr 310:14:172019 Pagel ID:SrRaEyyrgO4M78G4raWBLWyuFUJ.VwDYz9gX71PtBAPUy81EksLaBYgehNuslDcR6DzUSgqe 1b0-(1 8-0-D 13-8-0 17-0-0 I 20-0.0 21g-0 34-0-0 �15-0-0 1-U-0 8-0-D 5-8-0-0 8-0-0 0.1 0 Scale = 1:58.6 5xl2 MT18HS = 4.00 F12 4.10 — 2.3 II 4x6' 2x3 II 5,12 MT18HS = 0 t2 0 To 15 14 .13 12 11 4xB = 3x6 11 - 5x6 _ 6,12 = 6xl2 =. 5x6 — 3x6 11 - 06 = 8-0-0 13-8-0 20-4-0 - 26-0-0 ( 34-0-0 a-n n cR.n Plate Offsets (X Y)— .[3:0-9-0 02-81 [5:0-3-0 Edgel [8:0-9-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 022 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 Incr NO WB 0.90 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 .Code FBC2017frP12014 Matrix -MS Weight: 1531b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 - TOP CHORD BOT CHORD 2x4SP M 30 BOT CHORD WEBS 2x4SP No.3*Except* - WEBS 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 Grav 2=1451(LC 13), 13=4743(LC 15), 9=528(LC 14) .. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown., . TOP CHORD 2-0=-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=-262f/33, 9-11=-241/668 ..WEBS 3-16=435/1209,3-14=-1552774,4-14=-837/691,7-13=-878f713, 8-13=-3635/1919, 8-11=432M04,6-14=-1453/2814, 6-13=-3199/1807 Structural wood sheathing directly applied or 3-1=14 be puffins. Rigid ceiling directly applied or 5-3-14 cc bracing. 1 Row at midpt 3-14, 8-13, 6-13 NOTES- _ 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psQ BCDL=3.Opsf; h=14tt; B=52ft; L=34tt; eave=61jt; Cat. +II;Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip D01-=1:60 - 3).Provide adequate drainage to.prevent water ponding. 4) All plates are MT20 plates unless,othenvise indicated. 5) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other. live loads. 6) `This truss has-been designed fora live load of 20.Opsf on the bottom. chord in all areas where a: rectangle 3-6-0 tall by 2-0-0 wide or. will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of mass to bearing plate capable of withstanding 8531b uplift at joint.2, 25901b uplift at joint 13 and 345 lb 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),967 lb down and 461 lb up at 26-0-0, and 9671b down and 461 lb up at 8-0-0 on bottom chord. The design/selection,of such connectiondevice(s) is the responsibility of others. 10) In the LOAD CASE(S) section; loads applied lathe 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=125 -Uniform Loads (plf) Vert: 12=-54,, 3-8— 13l(F=-77), 8-10=-54, 16-17=-20, 11-16=-49(F=-29), T7-20= 20 - Walter P. Finn PE NoIM9 MTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: April 3,2019 Q WARNING- Ved1yCeelgnps.efems..d READNBTES ONTNISANDNCLUDEDMREXREFERANCEPAGEMIP74Yl rev. laWIT015 BEFOREUSE Design valid for use only with Mlrek® connectors. This design Is loosed only upon parameters shown, and h for an intlividual building component, not a huss system. Before use, the building designer must verity, toe applicability of design parameters and properly incorporate this design Into the overall buiidingdesign. Bracing indicated is to prevent buckling ofindividual truss, web and/or chord members only. Additional temporary and permanent bracing Is always required far stability and to prevent collapse with possible personal Injury end property damage. For general guidance regarding The fabrication, storage: delivery, erection and bracing of trusses and tnus systems. seeMSVMll Quality CIBodo, DSB-09 antl Best BuldhD Component Sooty Informatbnovollobie from Truss Plate imtihtie. 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314, MOW 6904 Parke East BNd. Tampa, FL 33610 Job Truss Truss Type Oty .Ply �1011323 T76686484 M11323 GRB HIP 1 1 Job Reference (optional) - Chambers Truss, Inc., ,Fort Pierce, FL LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 16=-641(F) 11=-641(F) B.240 s Uec 6 2018 MI rek Industries, Inc. Wed Apr 310:14:17 2019 Page t ID:SrRaEyyrg04M7BG4raW BLWyuFUJ.VwDYz9gX71 PiBAPUy81 EksLaBYgehNuslDCR6DzUSgq b Truss Type Oty Ply M132Ref3erenra(optional) rMl �J2 ' T166 86485 �JobfTruss 1323 MONO TRUSS 8 t Ubambers I was, Inc., ran vierce, rL 8.24U 5 Uet 62U1D MI less Industries, Inc. Wed Apr 3 10:14:17 2019 Page 1 ID:x17zSlzTbJCDIIrGPH1 OukyuFUI.VWDYzgg171 PtBAPUy81 Ek-PpYzDhb0sIDcR6DzUSgq -1-0.0 2-0-0 r. 1.0.0 2-0.0 Scale =1:7.8 3x4 = LOADING (PSO SPACING- 2-M CSI. DEFL. in (loc) Udell L/d PLATES GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 MT20 244/190 , TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a rVa - BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 8 It, FT=0% LUMBER- - BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing.; REACTIONS. (lb/size) 3=38/Mechanical, 2=141/0-8-0, 4=22/Mechanical Max Horz. 2=67(LC 10) Mau 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. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. . NOTES- 1) Wind: ASCE 7-10; VUII=165mph (3-second gust) Vasd=128mph; TCDL=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 Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) This trusshasbeen designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between thebottom 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 28lb uplift at joint 3.136 lb uplift at joint 2 and alb uplift at joint 4. " Walter P. Finn PE No.22839 MTek USA, Inc. FL Can 6634 699 Parke East Blvd. Tampa FL 33610 nata: April 3,2019 Q WARNING- Verlrydes(9n PardinefersantlaFAD NOTESONWIISANOPICLUDMMITEKFEFEFANCEPAGEMb)473mv r62tt20158EFOFEUSE Design volld for use only with MBek® connectors. This design Is based only upon parameters shown and Is for an Individual building component, not ��- a hum 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 hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is alwaysrequlred far stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the _ fobecatlon. storage, delivery, erection and bracing of trusses and hum systems. seeANSVrPll Ceallsv CMnW, DSB49 and BCSI BWdhp Component 69N Pate Easr Blvd.$ably Inlomlatbnwoilablefom Truss Plate IruhlWa. 218 N. Lee Sheet, S."312, Alexandra, VA 22314. Tampa, FL 33610 Truss Truss Type Gty' Ply M71323 P-b T76686486 11323 J4" MONO TRUSS B 1 Job Reference (optional) Chambers I runs. Inc., 1011 Pierce, PL 8.240 S UeC b Z018 Mi I ek Indusln95, Inc. Wed Apr 3 10:14:18 2019 Pagel A 3.4 = LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Vdetl Ud TCLL 20.0 Plate. Grip DOL 125 TC 0.39 Vert(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 [nor YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP]2014 Matrix -MP LUMBER- BRACING - Scale . 1:11.1 PLATES GRIP MT20 244/190 Weight: 14 lb FT=O% TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or4-0-0 oc pudins. BOT CHORD, 2x4 SP No.3 BOT CHORD " Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=90/Mechanical, 2=207/0-8-0, 4=50/Mechanical _ - Max Ho¢ 2=104(LC 10) Max Uplift 3=-80(LC 10), 2=-161(LC 10), 4=-7(LC 10) Max Grav 3=90(LC 1), 2=207(LC 1), 4=69(LC 3) - FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. 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=6H; Cat. - II; Exp.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 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 80lb uplift. at joint 3, 161 lb uplift at joint. - 2 and 71b uplift at joint 4. - Walter P. Finn PE No.22639 MTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33619 Data: April 3,2019 Job Truss Truss Type City Ply M11323 T16686487 M11323 J6 MONO TRUSS 8 1 Job Reference o tional - unamoers i was. no.. ron rierce, I-L 30 = Uec b 2018 Mi I ek mdustnes, Inc. Wed Apr 3 10:14:19 2019 Page 1 64uz9yuFUG-SJLJOghnfefaQUZt3Z3igHQ1 RMTj9VW9Cx5YASzUSgo LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1:25 - TC 0.36 Vert(LL) 0.11 4-7 >629 360 TOOL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.12 4-7 >617 240 BOLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL. 10.0 Code FBC2017fFP12014 Matdx-MP LUMBER- .BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 284 SP No.3 BOT CHORD 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 Comp./Max. Ten. -All forces 250 (Ib) or less except when shown Scale = 1:14.6 PLATES GRIP MT20 2441190 Weight: 20 lb FT=O% Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 10-0-0 no bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp 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 gdp 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 beendesigned for a live load of 20.0psf on.the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 Ib uplift at joint 3, 194 lb uplift at joint 2 and 81b uplift at joint 4. Walter P. Finn PE No,22639 UTek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 3361D Date: Anril R9R1R Job Truss Tnss Type Oty Ply ' T16686488 M11323 J8 MONO TRUSS 20 1 �110111323 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240s UBc 62018 Mil ek 3 10:14:19 2019 I� 1 3x5 = Scale=1:17.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 ,Plate Grip DOL 1.25 TC 0.62 Verl 0.26 4-7 >367 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.30 4.7 >319 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matdx-MP Weight: 261b FT=O% LUMBER- .BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 31 _ BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. REACTIONS. (lb/size) 3=188/Mechanica1, 2=352JO-8-0, 4=103/Mechanical Max Hoiz 2=180(LC 10) Max Uplift 3=-175(LC 10), 2=-228(LC 10), 4=-15(LC 10) - Max Grav 3=1881LC 1). 2=352(LC 1), 4=145(LC 3) FORCES. Jib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psC BCDL=3.Opsf; h=141; B=52ft; L=34ft; eave=611; Cat. . . II; Exile C; Encl.. GCpi=o.18; MWFRS (directional) and C-C Exterior(2) -1-" to 24-13, Interior(1) 2-4-13 to 3-1-13, Exterior(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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between thebottom 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, 228lb uplift at joint 2 and 15lb uplift at joint 4. - - Walter P. Finn PE No.22639 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33010 Dale: April 3,2019 O WARNING-Verhydeslgn,mminefenandREAONOTES ON MIS AND PICLUOEDWEKNEFEBANCE PAGE M67473rev. loalsZeISBEPOBE USE Design volid for use only with Mffek® connectors. This design Is based Only upon parameters shown, and Is for on IndNldual bullding component, not a buss system. Before use, the building designer must verity the appllcablllry of design parameters and properly Incorporate this dean Into the overall • building design. Bracing Indicated Is to prevent buckling of individual hum web and/or chard members only. Atldltlonal temporary and permanent bracing MiTek' b always required for stability and to prevent collapse with possible permnd Injury and property damage. For general guidance regarding me fabrication, storage. delivery, erection and bracing of trusses and hum systems. seeANSVWIT Quo llh Criteria. DSE-09 and 1101 lull Component Safety Infomnetbrxsvdloble from Truss Plate Institute. 218 N. Lee Sheet Suite 312. Alexantlrl¢ VA 22 14. 6904 Parke East Blvd• Tampa, FL 33610 Truss Truss Type ay Ply M71323T766864891323 rlob KJ8 MONO TRUSS 4 1 Job geference Icptionall unamoers i russ, inc., tort Pierce, I-L 2 3x4 = IJ 8.240 S UeC 6 2018 Mllek Industries, Inc. Wed Apr 310:14:202019 Pagel ID:Lcg54J7LuEancmZr40b7W MyuFUF.wVvhbAiPOynR2d83dGmMUzDGmyGuml RBg6iYzUS9n 2.83 FIT 3x4 3 7 2x3 II Scale = 1:20.3 4 n 6 5 3x4 = - 7-3.4 i- 3.11.12 -LOADING (psf) SPACING- 2-0-0.- CSI. DEFL, in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.07 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.12 7-10 >999 240 , BCLL 0.0 ' Rep Stress Incr NO WB 0.46 Horz(CT) 0.02 6 n/a We BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 44 lb .. FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4SP No.3 REACTIONS. (lb/size) 4=201/Mechanical, 2=466/0-11-5, 6=5761Mechanical Max Horz 2=244(LC 8) Max Uplift 4=-205(LC 8), 2= 305(LC 8), 6=-286(LC 8) - Max Grav 4=245(LC 13). 2=456(1_C 1), 6=590(LC 13) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250.(lb) or less except when shown. TOPCHORD 2-3>7151/523 BOTCHORD 2-7=-687/1126,6-7=-687/1126 WEBS 3-7=0/330,3-6=-12361755 BRACING - TOP CHORD Structural Wood sheathing directly applied or 6-0-0oc purlins. BOT CHORD Rigid ceiling directly applied or 8-9-6 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0pst h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0h 8; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 - 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 3) *'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. - 4):Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 4, 305 lb uplift at joint 2 and 286 lb uplift at joint 6. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) or back (B): . LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-2=-54 - Trapezoidal Loads (plo Vert: 2=0(F=27, B=27)-to-4=-152(F=-49, B=-49), 8=0(F=10, 13=10)-to-5=-56(F=18, B- 18) Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert $634 69114 Parke East Blvd. Tampa FL 33810 Date: April 3,2019 Symbols PLATE LOCATION AND ORIENTATION 1 3/4 Center plate on joint unless x, y offsets are Indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed Teeth. 0 171e For 4 x 2 orientation, locate plates 0-110 from outside edge of truss. This symbol indicates the required direction of slots in. connector plates. Plate location details available In MTek 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 bracing 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. Mln size shown Is for crushing only. Industry Standardc ANSI/rPll : National Design Specification for Metal . Plate Connected Wood Truss Construction, DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing'& Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 I dimensions shown Inftc sixteenths t s (Drawings not To scale) I 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. - ' PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311;ESR-1352,ESR1988 ER-3907, ESR-2362,'ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITek® All Rights Reserved MITek Engineering Reference Sheet: M11-7473 rev. 10/03/2015 A 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. Trussbracingmust 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 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. Cutmembers to bear tightly against each other. 6. Place plates on each face of truss at each , joint and embed fully. Knots and wane atjoint, locations are regulated by ANSI/TPI 1. . 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/1PI 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, sae, orientation and location dimensions Indicated are minimum plating requirements. 12. lumber used shall be of the species and sae, and In all respects, equal to or better than that specified. ' 13, Top chords must be sheathed or pudins 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. 1 B. Use ofgreen or treated lumbar may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. - 19, Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteria.