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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: M11323 Address: N/A City: PORT ST LUCIE Subdivision: State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017ITP12014 Design Program: 1p 20FA Wind Code: ASCE 7-10 Wind Speed: 16 C Roof Load: 37.0 psf Floor Load: N/Al psfJJLL 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 EngineeranZ dMs ';t conforms to 61 G15-31.003, section 5 of the Florida Board of Professional En ' No. Seal# Truss Name Date 1 T16686477 a 4/3/2019 �® ��MPLQAt�'�CE 2 T16686478 a5 3 T16686479 a6 4/3/2019 4/3/2019 S.T. `-� cle couN�� 4 T16686480 a7 4/3/2019 SOCC 5 T16686481 a8 4/3/2019 6 T16686482 a9 4/3/2019 RECSIVIRb 7 T16686483 gra 4/3/2019 8 T16686484 grb 9 T16686485 j2 4/3/2019 4/3/2019 OCT 0 4 2019 10 T16686486 j4 4/3/2019 11 T16686487 j6 4/3/2019 ST. Lucie County, Permitting 12 T16686488 j8 4/3/2019 13 T16686489 kj8 4/3/2019 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 Engineers 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/rPl 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. 111111111///�/ ylf-R P No 22839 1r � STATE OF -'•QII1111�`-- Wafter P. Fnh PE Nc.22839 MITek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa R. 33610 April 03,. 2019 I of 1 Finn, Walter Job Truss Truss Type Oty Ply T16686477 M11323 A COMMON 9 1 �M11323 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 a Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:14:09 2019 6 d 4.00 12 4x5 = 27 Scale = 1:57.8 17 -- 15 -- -' 14 '- 12 3.6 = 2x3 II 46 = 3x8 = 3x8 = 46 = 2x3 II 3x6 = LOADING (psQ TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 REACTIONS. (lb/size) 2=1362/0-8-0, 10=1362/0-8-0 Max Hom 2=-179(LC 8) Max Uplift 2= 832(LC 10), 10=-932(LC 10) CSI. DEFL. in (loc) Well Ud PLATES GRIP TO 0.39 Vert(LL) 0.3214-15 >999 360 MT20 244/190 BC 0.58 Vert(CT) -0.61 14-15 >670 240 WB 0.65 Horz(CT) 0.12 10 n/a n/a Matdx-MS Weight: 163 lb FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-11-7 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) 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=126mph; TCDL=4.2pst 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) -1-0-0 to 2-4-13, Interior(l) 2-4-13 to 13-7-3, Extedor(2) 13-7-3 to 20-4-13, Interior(1) 20A-13 to 31-7-3, Exterior(2) 31-7-3 to 35-M zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chard 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 lb uplift at joint(s) except Qt=lb) 2=832, 10=832. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 471b up at 15-0-0, and 50 lb down and 471b up at 19-0-0 on top chord. The designtselection 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 (pit) Vert: 1.6=-54, 6-1 1=-54,18-21=-20 Concentrated Loads (lb) Vert: 26= 50(F) 27=-50(F) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3391D Date: April 3,2019 O WARNING-Vedfydall paramefersend REDNOTES ON TNISANDWCLUDWM/ KNEFENANCEPAGEM674M... 1d0.'IR0159EFORE USE t. Design valid for use only with Mrek®connectors. This design is based only upon parameters shown. and is for an Individual building component not a truss system. Before use, fine building designer must verify Me applicability of dedgn parameters and properly Incorporate this design Into Me overall building design. Bracing indicated 0 to prevent bucMing of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always requited for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fobrlcoflon, storage, delivery, erection and bracing of trusses end muss systems seeAN5VD'11 Qualty Cm9do, PS5419 and SCSI EuldYip Component Sabty hfermvlbrnvoliable from Luse Plate Institute, 218 N. Lee Sheet, Suite 312. Alexandria. VA U314. MiTek' 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Cty Ply T1fi686478 M11323 AS SPECIAL 9 1 �M11323 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:14:10 2019 ID:2GIScwwyY5hnGhXVARzUkuyuFUM-Cal VVlaBnt W sr5N81 APbyNYM7kNdYlrg8dPaN 5xB MTIBHS II 4.00 12 Scale=1:59.8 13 12 6x12 = 2x3 II 3x6 = 3x12 = 2.00 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Ndefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.76 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 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Hom(CT) 0.36 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 155 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-9-12 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1Row at midpt 6-14 6-14: 2x4 SP M 30 OTHERS 2x4 SPNo.3 REACTIONS. (lb/size) 2=1312/0-B-0, 10=1312/0-8-0 Max Hom 2=-179(LC 8) Max Uplift 2=-803(LC 10). 10=-803(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -AU forces 250 (lb) 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=4.2pst BCDL=3.Opsf; h=14ft; B=52tt; L=34tt; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2A-13, Interior(1) 2A-13 to 13-7-3, Exterior(2) 13-7.3 to 20-6-4, Interior(1) 20-GA 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 pal bottom chord live load nonconcunent with any other live loads. 5) ' 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. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 2=803, 10=803. Walter P. Finn PE No.22839 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2019 AWARNING -Vedrydeslgnpmmetemand READ NO7ESONTNISANOINCLUDED MREKREFERANCEPAGEMX7a73rev. re,034015BEFOREUSE x Da9gn valid for use oNy with MT-M ."r'-don. lies design is based only upon parameters shown. antl h for onlntllvltlu-1 bulltling component. not a huss system. Before use, the bulltling deslgnel must vetlfy the oppllcabllliy of tleslgn p-r-meters antl properly Inc-,pOrde ttils tleslgn Into the overall bulltling design. &-clog lr"'Adhto prevent buckling of Ind"du-I hussweC and/orchard membersonly. Atldlnono"-rnpor-ry antl permanent br-ring h dw-ys requlretl for st-blliN antl to prevent c.n. with pox4ble person-1lnlury antl property damage. For general guldgnce rag-'dl "Me f-brlcotlon. storage, tlelNary, erecnon antl bracing of busses antl tmis systems seeANs91P11 CoalXXyy Cs@�M, OSEd9 and BCSI euldhp Componmf eabty N/emlalbNv-liable ham Truss Plane eu" to,218N, tee Sheet. 3ulte 312 Alaxcntlrb. VA 2231 A. NJ MiTek' 690a Perko East Blvd. Tampa, FL 33610 Job Truss Truss Type pty Ply T1fi68fi479 M11323 A6 SPECIAL 1 1 �"11323 Job Reference (optional) Truss, Inc., Foil Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:14:11 2019 A 3x12 4.00 12 2.00 12 6x10 MT16HS = 5X6 = 5x6 = 2x3 II 70.6.4 15-0-0 1fi-0-0 20-4-8 25-11-15 34-0-0 1 U-6.4 A-6-119 n-ri 4-4-n eaa 1 e.n-1 3.6 = Scale = 1:61.9 01 1 Plate Offsets (X Y)- [2:0.1-15 Edgel 13:0-0-0 Edge] 15:0-5-0 0-1-131 T7:0-2-7 Edgel 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 Vert(CT) -0.9214-17 >443 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES W B 0.86 Horz(CT) 0.34 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Weight: 157 lb FT=0 LUMBER - TOP CHORD 20 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=1312/0-8.0, 9=1312/0-8-0 Max Horz 2= 169(LC 8) Max Uplift 2=-803(LC 10), 9=-B03(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purfins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (Ib) -Max. CompJMax. Ten. -All fames 250 (lb) or less except when shown. TOP CHORD 24=-5491/3336, 4-5=-5095/3071, 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=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=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-13, Interior(l) 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 ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 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 verity 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 (jt=lb) 2=803, 9=803. Walter P. Finn PE No.22939 MiTek USA Inc. FL Cart 6634 6904 Padre East Blvd, Tampa FL 33610 Date: April 3,2019 Q WARNDlG-Verily CesignpammetersanJREADNOTES ON WISANDWCLUDEDM/IEKREFERANCEPAGEM67mmv. faDYfOtSBEFOREUSE Design valid for us. only with "a& .nn s.t." iNs dedgn Is based only upon parameters shown, and Is far an IndNidual bulitllog component no' a truss system. Before use, the builtling tleslgner mustverify Me applicability of design parameters antl properly Incorporate me design Into the overall bulltlNg design.&acing lntlicated is to prevent bucMtingof NOMtlual muss web and/or chard members only. Addinanal temporary and permanent bracing Is always required for stoblllty and to prevent collapse with possible personal injury and property damage. For general gultlance regarding the fobrkonon storage, tl..Nery, erection and bracing of musses antl Itsystems, saeAN31/RII pyapplyy CrB.dp. 069419 antl t1C91 au141np Compen.nf sabty Wommibmov.Ooble mom T. Plate InsHtule, 218 N. Lae Sheet, Suite 312. Alexandria, VA 22314. MiTek' 6904 Parke Eesl BNtl. Tampa, FL 33610 Jab Truss Truss Type aY Ply T1fi686480 M11323 AirSPECIAL 1 1 �1111323 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 62018 MiTek Industries, Inc. Wed Apr 310: Scale = 1:60.8 5x8 = 5,,6 = Tu 9 5x12 = 2x3 II 3x6 = 3xi2 = 2.00 12 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017fTP120I4 CSI. TC 0.83 BC 0.90 WB 0.95 Matrix -MS DEFL. in (too) Vdefl L/d Ven(LL) 0.66 11 >616 360 Ven(CT) -1.10 10-11 >369 240 Hom(CT) 0.34 7 rVa n/a PLATES MT20 MT78HS Weight: 14716 GRIP 244/190 2441190 FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or2-2-0 cc pur ins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing. 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 Hors 2=-149(LC 8) Max Uplift 2=-803(LC 10), 7=-803(LC 10) FORCES. (lb) - Max. Comp./Max. 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=-1738/2968, 7-9=-1738/2968 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 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=34f ; eave=6f ; Cat. II; 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 35-0-0 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 test bottom chord live load nonconcument 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 joints) 2 considers parallel to grain value using ANSVFPI 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 ft=lb) 2=803, 7=803. _ Walter P. Finn PE No.22839 MiTek USA Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2019 Q WARNING-VeMydeslgnparametmand REAONOTES ON TNLSANO INCLUDED MREKREFERANCEPAGEMIL14r3rev. la' DISSEFOREUSE. Design valid for use only with Moab connectors. This design Is based only upon parameters shown, and a for an Individual building component, not a truss system. Before use, the building designer must very the applicablllN of design parameters and properly Incorporate this tleslgn Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requked for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Parke East Blvd.fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIDPII GualBy CiBnh, DSB-89 and ICSI Building Component fi904 Sa(Irty mlonnafbnwollable from Truss Plate Institute. 218 N. Lee Street Suite 312. Alexciraft VA 22914, Tampa, FL 33610 Job Truss Truss Type City Ply T16fi8fi481 M11323 AS SPECIAL 1 1 �M11323 Job Reference (optiona0 a:nampers i russ, Inc., r0n Fierce, 1-1. n.L4u s We o zu 10 run ex mausmUS, IT vveu NPr u r U. i •.1 a ao, a Scale = 1:60.6 4.00 12 Sx6 = 3x4 = 4 21 5 2x3 It 5xB = 6 22 7 2N/ 12 11 5x12 = 3x4 = US = 3xl2 = 2.00 12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip COIL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.78 BC 0.90 WB 0.69 Matrix -MS DEFL. in (too) Ildefl Lid Verl(LL) 0.65 12-13 >624 360 Vert(CT)-1.0812-13 >379 240 Horz(CT) 0.33 9 WE n/a PLATES MT20 MT18HS Weight: 154 lb GRIP 244/190 244/190 FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or3-11-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/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 (Ib) 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=-258611779, 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=-3g6/420,4-13=-102a11721,5-13=-300(/97,5-12=-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=14R; B=52D; L=34ft; eave=6ft; Cat. 11: Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedpr(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 31-7-3, Extedor(2) 31-7-3 to 35-" 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 ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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 verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001Is uplift at joint(s) except (jt=lb) 2=803, 9=803. Walter P. Finn PE No.22639 MTek USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33810 Date: April 3,2019 Q WARNING-yed/ydesfgnpassmetersend READ NOTES ON THIS AND MCLUOEDMREKREFERANCE PAGE M/NAT3rev. IN)J4%)1S BEFORE USE Design volid for use only with M tekO connectors. RIK design Is based only Upon parameters shown, and Is for an Individual building component, not a truss system. Before Use, fie building designer must verify the applicability of design parameters and properly Incorporate this tleslgn Into Me overall bullding tleslgn. Bracing Indicated is to prevent bucNing of individualtruss web and/or chord members only. Additional temporary and permanent bracing �' M(Tek- Is always required for stability and to prevent collapse with possible personm Injury and properly damage. For general guidance regarding the tobdeotlon, storage. deMery, erection and bracing of pusses and buss ryskms seeARSU1Pl1 pua 21 CMM e. DSO-09 and SCSI Building Component fnfarmelbrravalloble from Tmss Plate In tifute. 218 N. Lee Sheet, Suite 312. Alexandrla. VA 22 14. 6904 Parke East Blvd.$ably Tempa, FL 33610 ob Truss ---j Truss Type Ory Ply M11323 T16686482 M11323 A9 HIP 1 1 Job Reference o timhI GnamDers I=a, Inc., Yan Florae, l-L B.24U S Una E ZUJU MI I eK InOUSInBS, InG. J IV:1Y:14 CV I0 4x4 = 4.00 12 3x4 = 2.3 II 4xB = Scale =1:68.6 15 14 13 12 11 3x5 = UB = 3x6 = 6xB = 3x6 = 3x4 3x5 Plate Offsets(XY)-- [2:0-0-14Edgel ]TO-5-40-2-0] [9:0-3-140-1-B] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.18 11-21 >917 360 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.54 Vert(CT) -0.3811-21 >432 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.89 Hom(CT) 0.02 13 File n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 156 lb FT=O% 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 Grav 2=685(LC 19), 9=386(LC 20), 13=1616(LC 1) BRACING - TOP CHORD Structuml wood sheathing directly applied or 5-11-9 oc puffins. BOTCHORD Rigid ceiling directly applied or 6-0-0oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23— 1275/1025, 3-0=913f7O8, 4-5— 829f705, 5-6=-565/807, 6-7=-565/807, 7-8=-104/278, 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=-025/501, 5-15=444/665, 5-13=-1215/1079, 6-13=-264/300, 7-11=-255/396, 8-11=A61/521, 7-13=-837/703 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=14ft; B=52ft; L=34111; eave=6f; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(l) 2-4-13 to 5-2-5. Extedor(2) 5-2-5 to 14-9-11, Interior(1) 14-9-11 to 19-2-5, Extedor(2) 19-2-5 to 28-9-11, Interior(1) 28-9-11 to 31-7-3, Extedor(2) 31-7-3 to 35-M 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0t=lb) 2=430, 9=249, 13=928. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 66M 8904 Parke East Blvd. Tampa FL 33B10 Date: April 3,2019 A WARNING - Verily design paramareroanSREAO NOTES ON TRISANDINCLUDED MmEKREFERANCEPAGEIN674flrev.. 10032015 BEFORE USE Design valid for use only with MlfekS connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not o truss system. Before we. the building designer must verity the applicability of design parameters and properly Incorporate mLL design Into the overall buadingdesign. Bracing Indicated atoprevent buckling ofIndividual Into web and/or chord members only. Add9lonaltemporary and permanent bracing MiTek' Is aiwoys requlred for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, seeANSIRPII Quality Cmeb, DSn-09 and SCSI Building Component 6904 Parke East Blvd. Safety Wamsalbnwolloble from Truss Plate Institute. 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T1668fi483 M11323 GRA HIP 1 T �M11323 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 310:14:15 2019 4x4 = 14 Scale=1:60.6 3x6 = 3x6 II 316 = 6x8 = 3x6 = 6x6 = 4x4 = 6xB = LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOLL 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) -0.24 2932 >552 240 BCLL 0.0 ' Rep Stress [nor NO W B 0.98 Hou(CT) 0.02 22 n/a n/a BCDL 10.0 Code FBC2017/7PI2014 Matrix -MS Weight: 1941b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins. BOT CHORD 2x4 SP M 30 Except: WEBS 2x4 SP No.3 1 Row at midpt 8-21 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Bruce at Jt(s): 7, 8, 19. 17. 14 REACTIONS. All bearings 0-8-0 (lb) - Max Hom 2=-179(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2= 351(LC 8), 27=-1168(LC 8), 26=-1495(LC 8). 22=-625(LC 8) Max Gmv 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. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-621/387, 3-5=-304/838, 5-7=-58B/1209, 7-8=-588/1209, 8-12=-588/1209, 12-13=-58B/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 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=4.2psf; BCDL=3.Opst h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (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 trusshas been designed for a 10.0 psf bottom chord live load nonconcument 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 beating plate capable of withstanding 351 lb uplift at joint 2, 1168 lb uplift at joint 27, 1495 lb uplift at joint 26 and 6251b 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 of the pudin along the top and/or bottom chord. Walter P. Finn PE Nc.22839 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9671to down and 461 Ito up at MTek USA, Inc. FL Cart 6634 26-0-0, and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection devices) is the 6SO4 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 Q WARNING -Ver/lydeid ur,.remetere end BEAD NOTES ON WISANO INCLUDED MrTEKREFERANCEPAGEM/F14Tarex. 111DaR1715 BEFOREUSE. Design valid for use only with MBek® connectors. This design 6 owed only upon parameters shown, and Is for an IntlNidual bulltling component not a Muss system. Before use, the building deygner must verify the opplicablisn of design parameters and property incorporate M[s design Into the overall busdingdedgn. Bracing indicated h to Welding of Individual hussweb and/or chord members only. Additlonaltempororyondpermonentbracing MTek• prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For generol guldonce regarding me fabrlcanon, storage, doWery, erection and bracing of Musses and truss system£ seeANSI/IPII Quality Cdferip, DSB-59 and BCSI SOiding Component 216 N. Lee 6904 Parke East Blvd. Tampa, FL 33610 Safety Informalbnovaaable from Truss Plate Institute, Sheet, Suite 312 Alexandria. VA 22314. Job Truss Truss Type Oty Ply M11323 T16686483 M11323 GRA HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MTek Industries, Inc. Wed Apr 3 10:14:15 2019 Page 2 ID:_etGl cxC3ixVV?huls?ypJyuFUK-ZXGDYTeGbP99ysG5gj?MfRFCrdAVDSAZlv7L1 KzUSgs LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increaee=1.25 Uniform Loads (pit) Vert: 1-3=-54, 21-23=-54, 29.30= 20, 24-29=-47(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- Verlrytles/gnparameterearr BEAD NOTES ON TNISANDINCLUDEOMr KREFERANCEPAGEMX74".re.. 1Ga32015 BEFORE USE Design valid for use only with MiTe0.® connectors. This design a based only upon parameters shaven and is for an Indivdual bullding component, not a truss system. Before use, the building designer must verify the oppllcabllly of design parameters and properly Incorporate this design Into the overall bulldingdesign. Bracing Indicated is to buciding of lndNldualtrussweb and/or chord member only, Additional temporary and bracing MiTek' prevent permanent Is always required for stabs and to prevent collapse WM possible personal injury and property damage, For general guidance regarding Me fabricationt storage, delivery, erection and bracing of trusses and truss systems sesANSIMII Gui Calbalp, DS549 and BCSI totaling Component 69M Parke East Bind. Salpfy InlormatbrWolloble from Truss Rate InstlhAe. 218 N. We Street, Suite 312. Alexandria, VA 22314, Tampa, FL 33610 ob Type -7:�: Oty Ply M11323 T16686484 JTruss M11323 JTruss ORB HIP 1 1 Job Reference o tion. Chambers Truss, Inc., Fort Pierce, FL 8.240 a Dec 62018 MiTek Industries, Inc. Wed Apr 310:14:1y 2UI9 5x12 MT18HS = 4.00 12 4x10 = 2x3 II 4x6 = 2x3 II 502 MT18HS = Scale=1:58.6 4x6 = 3x6 II 5x6 = 6x12 = 6x12 = Sx5 = 3x6 11 4x6 = LOADING (pso SPACING- 2-" CSI. DEFL. in (loc) Vital Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.80 Ver1(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 MT78HS 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 FBC2017/TPI2014 Matrix -MS Weight: 1531b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or3-1-14 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 micipt 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 Gmv 2=1451(LC 13), 13--4743(LC 15), 9=528(LC 14) FORCES, (Ib) - Max CompJMax. 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=-262f733, 9-11=-241/668 WEBS 3-16=-435/1209, 3-14=-1552(774,4-14= 837/691,7-13=-878/713,8-13=-3635/1919, 8-11=-432/1204, 6-14— 1453/2814, 6-13=-3198/1807 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=4.2ps1; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; 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 MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent 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 853 lb uplift at joint 2, 2590 Ib uplift at joint 13 and 345 lb uplift at joint 9. 8) Girder carries hip end with 8-M end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 Ib up at 26-0-0, and 967 lb down and 461 lb 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 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 (plo Vert: 1-3=-54, 3-8=-131(F=-77), 8-10— 54, 16-17=-20, 11-16=-49(F=-29), 11-20=20 Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2019 O WANNWG-VentydoWgnpemmefmmdNFADNOTES ON Mies AND WCLUDEDMInEKFEFENANCE PAGE M1P74T3mx. 10¢ 015 BEFORE USE Design valId for use only with Mrek® connectors. fib design Is based only upon parameters shown, and Is for an indlvldual bui'dae component not ��• a hus system. Before use, the bWlding tlesignar must verlfY the applicablllly of design parameters ontl property Incaryorate this tleslgn into the overall build design &adnglndicofad bto bucWing of lntli.Atlual buss web and/or chord members aNy. Atltlltlonal temporary and permanen}brpcNg �)T®k• prevent Is always requltetl for stab0lN on,to prevent Collapse with posa" parson Injury and property tlamage. For general gultlance regarding the fobrlconort sbroge, delNary. erection and bracing of busses and tnry systems, seeAN61/IPII Cuallh Cmab, g68d9 ontl BC91 Butdhp Componml 6904 Parke East BNd. 9afNy Nlomlolbrxrvolloblehom Tns1 PIo.InsnMe.218 N. Lee Street, Ault. 312. Alexondn. VA22 1A. Tampa,FL 33610 Job Truss Truss Type pry Ply M71323 T16686484 M11323 GRB HIP 1 1 Jab Reference p tional Chambers Truss, Inc., Fort Pierce, FL 8.240 a Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:14:17 2019 Page 2 ID:SrRaEyyrg04M78G4mWBLWyuFUJ-VWDVz9gX71 PtBAPUyB1 EksLaBVgehNuslDCR6DzUSgq LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 16=-641(F) 11=-641(F) O WANNWG-Verify CeslSnpe eten.dREADNOMS ON MSANDWCLUOEOMI KFEFENANCEPAGEM470Tlrev. 111,10320156EFORE USE Design valid for use only with MIreM connectors. This design Is based only upon parameters shown. and Is for an Individual bulling component, not a truss system. Safaris use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buldingdesign. Brochg Indicated Is to prevent bucking of Individual hMweb and/or chord members only. Additional tomporary and permanent bracing MiTek' is always required for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding fie fabric M storage, delivery, erection and bracing of trusses and mass system£ SeeANSVTPit Quality CrBeda, DSB49 and SCSI Building Component Safety lnformationovcJobie from Truss Plate Institute. 218 N. Lee Sheet, Suite 312: Alexondrlo. VA 22314. 6904 Pella East BNd. Tampa, FL 33610 Job Truss Truss Type City Ply M71323 T16686485 M11323 J2 MONO TRUSS 8 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 62018 MiTek Industries, Inc. Wed Apr 310:14:172D19 Page 1 ID:rl?zSlzTbJCDIIrGPHIQukyuFUI-VWDYzggX7l PtBAPUy8l EkslkpYzDhbOsIDcR6DzUSgq -1-0-0 2-0-0 1-0.0 ~ 2-0-0 -- scale = 1:7.8 3x4 = 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Ved(CT) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 8lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-043 oc puffins. BOT CHORD 2x4 SO No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=38/Mechanical, 2=141/0-M, 4=22/Mechanical Max Horz 2=67(LC 10) Max Uplift 3=-28(LC 10). 2=-136(LC 10), 4=-3(LC 7) Max Grant 3=39(LC 15), 2=141(LC 1), 4=31(LC 3) FORCES. (Ib) -Max. CompJMax, Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Cpst h=14ft; B=52ft; L=34ft; gave=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 grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard 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 281b uplift at joint 3, 136 lb uplift at joint 2 and 3 lb uplift at joint 4. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: April 3,2019 Q WARNING- Vermedee/gnpersmeters end BEAD NOTES ON TN1s AND wcLUDED MrrEKNEFERANCEPAGEmf,74YJ rev. 1a=zo15BEFORE DSE. Design valld for use only with MRekO connectors. This tleslgn Is based only upon parameters shown. and is for on Individual bueding component. not a truss system. Before use, the building designer must verify the applicability of tleslgn parameters and properly Incorporate this design Into fie overall building tleslgn. Bracing indicated is to bucIdIng of Individual tons web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability antl to prevent collapse with possible personal injury and properly damage. For general guidance regarding the Parke East BNtl. fobricabon storage, delivery, erection and bracing of husses and huss systems, saeANSVIPN CuQW Craub, 113E49 and BOO Building Component SaM1ry Infonnatbnavollabie from Truss Plate Institute, 218 N. Lea Sheet Sure 312, Alexandria, VA 22314. 6904 Tampa, FL 33610 Job Truss Truss Type Ply M11323T16686486 r M11323 J4 MONO TRUSS 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 a Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:14:18 2019 3x4 = Scala =1:11.1 4-o-G LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Ven(LL) 0.02 4-7 >999 360 MT20 244/190 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 FBC20171FP12014 Matrix -MP Weight: 141la FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 3=90/Mechanical,2=207/0-8-0,4=50/Mechanical Max Horz 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. Comp -/Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opst h=14ft; B=52ft; 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 pat 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 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 801to uplift at joint 3, 161 He uplift at joint 2 and 7lb uplift at joint 4. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33816 Date: April 3,2019 O WARNING -Vedly Eeslgnpeametea end READ NOTES ON MISANDWCLUDEO MIFEKREFERANCEPAGEMX7479rev. 10=2015BEFORE USE Deslgn v011tl far use only wlth M6eL® ponnectom, this design Is basetl only upon parameters shown, and a for on Ind" cur bustling component, not a fruss system. Before use, the bueding tleagner must vetlty Me opplloablllty of tleslgn pammefers and propetly Incorporate this deslgn Info the overall bullCing deslgn. &ocmg lndlcafed 6fp prevent b-0 ii of indlAclualtmss-.bond/or chord members only. Additional tamper. ry and pertnaneni bracmg 6 alwaysrequaed for slOblllty antl to prevent collapse wlih pos4ble personal Injury and property tldin ge. Fa general0 Id no. regarding the tobncpnon, storage, tlelNery, erecCanand brocing of insses and huss systems, seeAN9VIPII Cuappyy Cm�AD, OSB-09 mrtl aC81 Bulderit Cempen�nf sef. y InfemrDlbrravOlcble from Truss Rate In n". 218 N. Lee Sfreet. Suite 3,Z Alexgndea. VA 22314. MiTek' TampaaFL 33610 Ntl. Job Truss Oty Ply M71323 T16686487 M11323 J6 �Trsssfype MONO TRUSS 8 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:14:1 B 2019 3x4 = Seale=1:14.6 6-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.11 4-7 >629 360 MT20 244/190 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 WE 0.00 HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 201b 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 No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=145/Mechanical, 2=279/0-8-0, 4=71/Mechanical Max Harz 2=142(LC 10) Max Uplift 3=-131(LC 10), 2=494(LC 10). 4=-8(LC 10) Max Grav 3=145(LC 1), 2=279(LC 1), 4=102(LC 3) FORCES. (Ib) -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=34tt; eave=6ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exteaor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chard 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 by2-0-0wide 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 131 It, uplift at joint 3, 1941b uplift at joint 2 and a lb uplift at joint 4. Walter P. Finn PE No.22839 MTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 3,2019 Q WARN/NG-VerllydeslgnpammeteroanJREADNOTESONTNISANDWCLUDEOMREKREFERANCEPAGEM➢-74n.v... toossrols BEFOREUSE Design valid for use only with MRelral connectors. Ms design Is based only upon parameters shown. and is for an IndMdual building component. not a truss system. Before use. the building designer must verify the opplicabOify of design parameters and properly Incorporate Ihis design Into the overall buadingdesign. Bracing lraiaatedistoprevent bucklingofhdlvldualtruss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stoblllty and to prevent collapse with poreble personal Injury and property damage. For general guldonce regarding the storage, delivery, erection and bracing of trusses and truss systems seeANSUS'il Quality Cdfeda, DS949 and SCSI SuldhComponent Safety Infoanationovalable From True Plate Institute, 218 N. Lee Sheet. Sucre 312 Nexandrla. VA 22314. 6904 Parke East t Blvd.fcbrlcaflcn, Tampa, FL East0 Job Truss Truss Type Ory Ply T16686488 M11323 J8 MONO TRUSS 20 1 �M11323 Job Reference (optional) unamoers r russ, Inc., ran rierce, rL e.zwsuec pbmo mu erc inausmes, rtrc, vveu npr u m. w.,aamo IN 1 3x5 = Scale = 1:17.4 8.0-0 LOADING (psQ SPACING- 2-0-0 CS1. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.26 4-7 >367 360 MT20 2441190 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 FBC2017/TPI2014 Matrix -MP Weight: 26In FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 3=188/Mechanical, 2=352/0-8-0, 4=103/Mechanical Max Horz 2=180(LC 10) Max Uplift 3=-175(LC 10). 2=-228(LC 10), 4=-15(LC 10) Max Grav 3=188(LC 1), 2=352(LC 1), 4=145(LC 3) FORCES. (Ib) -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=3411; eave=6ft; Cat. II; ExpC; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 241-13, Interior(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 par 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 3-0-0 tall by 2-0-0 wide will fit between the bottom chard 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, 2281b uplift at joint 2 and 15 lb uplift at joint 4. Walter P. Finn PE No.22939 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2019 ,&WARNING-VedfydcevI erametenend REAONOTES ON MMMDWCLUDEOMREKREFERANCEPAGENA74n.V.. iWXIaVIS BEFORE USE Design valid for use Orly with Mire0.® connectors. Thisdesign Is based crly upon parameters shown. and Is for on Indvidual building component. not a muss system. Before use, the bustling designer must verify the cppllcablllfy of design parameters and properly Incorporate ihk design Into the overall buadingdesign. Bracingindicated Istoprevent bucklingofindividual Mai and/or chord members only, Additional temporary and permanent bracing ��- MiTek' Is always reaulred for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of musses and truss systems seeANSIRPII Quality CMnit, D5549 and BCSI Balding Component Safety InformotbM<olloble from Tnus Plate Institute. 218 N. Lee Street Sulte 312. Alexandria. VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply M11323 T16686489 M11323 KJ8 MONO TRUSS 4 1 Job Reference foot onall Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 201 B MiTek Industries, Inc. Wed Apr 3 10:14:20 2019 Page 1 ID:Lcg54J7LuEancn,Zr40b7W MyuFUF-wVvhbAiPOynR2d83dGaxMUzOGmyGurclRBg6iYzUSgn Scale=1:20.3 3x4 = „ 5 3x4 = 7.3.4 3-11-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl 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 Ven(CT) -0.12 7-10 >999 240 BCLL 0.0 ' Rep Stress Mar NO WE 0.46 Horz(CT) 0.02 6 n/a i BCDL 10.0 Code FBC2017/TP12014 Matfix-MS Weight: 44 Be 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 30 BOT CHORD Rigid ceiling directly applied or 8-96 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ito/size) 4=201/Mechanical, 2=466/0-11-5, 6=576/Mechanical Max Hoe 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=466(LC 1). 6=590(LC 13) FORCES. (Ib) - Max. CompJMax. Ten. -AU 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=-12361755 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6h; Cat. U; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL--1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 vide 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 2051b 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 (pit) Vert: 2=0(F=27, B=27)-to-4— 152(F=-49, 13=49), 8=0(F=10, B=10)-to-5=-56(F=-18, B=-18) Waker P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 8984 Parke East Blvd. Tampa FL 33810 Data: April 3,2019 Q WARNING-Verilydealynpemme(emaad READNOMS ON TNISMDWCLUDEOMR KREFERANCEPAGEM674TJmv. 1hDY1p1SBEFORE USE Daslgn valid for use only with MReW connectors. lNs tlesign Is based only upon parameters shown, and Is for an Individual building component, not ��- a muss system. Before use, me building designer must verify the applicability of design parameters and property Incorporate this design Into the overall buiidingdesign.BracingIndicated istoprevent bucWingofIndividual hussweb and/or chord members only. Additional temporary and permanent bracing MiTek' B 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 muss systems seeANSVIPtt Quo' Cdbda, DSB49 and BCSi Building Component Sabfy Infermalbrwollabie from Truss Plate Institute. 218 N. Lee Sheet, Suite 312, Alexandria, 6904 Parke East Blvd. Tampa, FL 33610 VA 22314. Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are Indicated. Dimensions are In ft-In-sixteenths. Apply plates to both sides of truss and fully embed teeth. �'f/ldr For 4 x 2 orientation, locate plates 0-144' from outside edge of truss. This symbol indicates the required direction of slots In connector plates. 'Plate location details available In MTek20/20 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 BEARING 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 dimensionsshown not t scale) sixteenths (Drawings not To scale) 0 Of O x 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 PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 0 c O 2 U o_ O 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 =1111111110 MiTek® MiTek Engineering Reference Sheet: Mll-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. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this Truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of trussat each joint and embed fully, Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant. preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purilns provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ff. 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 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/IPI 1 Quality Criteria.