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HomeMy WebLinkAboutTrussWOW RE: M11323 M11323 Site Information: Customer: WYNNNE DEVELOPEM ENT CORP ProjectName: M11323 Lot/Block: Model: CARLTON Address: N/A City: PORT ST LUCIE Subdivision: State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T19884596 A 5/5/2020 2 T19884597 AS 5/5/2020 3 4 T1988459 T19884599 A6 A7 5/5/2020 5/5/2020 FILE COPY 5 T19884600 AB 5/5/2020 6 T19884601 A9 5/5/2020 7 T19884602 GRA 5/5/2020 8 T19884603 GRB 5/5/2020 10 REVIEWED FOR T19884605 J4 5/5/2020 11 T1988460 J6 5/5/2020 CODE COMPLIANCE 12 T19884607 JS 5/5/2020 13 T19884608 KJ8 5/5/2020 ST. LUCIE COUNTY $OCC - This item has been electronically signed and sealed by Velez, Joaquin using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision ,`,t11111111 r rrl,." Truss Design Engineersbased on the ters provided by Name: Velez, Joaquin ,,,��OP(lUIN VF�� 9q JGENS�;� My license renewal date for the state of Florida is February 28, 2021. Florida COA: 6634 No 68182 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named Is licensed in the jurisdictions) Identified and that the designs comply with ANSUTPI 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 property Incorporate these designs into the overall building design per ANSIrrPI 1, Chapter 2. 93 STATE OF :�4& lee .,O N A, 1�NC?`,, 100 Joaquin Velez PE No.68182 Mnek USA, Ine R. Cert 6634 6904 Parke East Blvd. Tampa Fl. 33610 May 05, 2020 1 of 1 Velez, Joaquin Job Truss Truss Type Oty Ply M11323 A COMMON 91 �NlT79884598 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 a Mar 92020 MITek Industries, Inc. Fri Apr 3 07:54:27 2020 Pagel ID:a3B4PavKnn2weXyJckSFBgyuFUN.bA4L909k_1Hpv5SDpc_pEKrtnVLOuvtwTtLrJWzUUjw .1-010. 6.7-13 124-13 1743.0 21-74 1 27. 34-" 35-" 67-13 5-9-0 4.7.3 4-7-3 &9-0 6.7-13 -0.0 Scale=1:57.8 4.00 12 45 = 6 27 2x3 II P5 26 28 2xa 3x6 5 7 3x6 8 3x4 4 4 3x4 3 9 24 29 10 �1 a d 17 16 15 30 31 14 13 12 3x6 = 2x3 II 4x6 = 3.8 = 3x8 = 4.6 2x3 II 3x6 = 6-7-13 124-13 21-74 21-4a 34AH1 6-7-13 5-9-0 9.2.7 5-9-0 6-7-13 ' Plate 01 lsels X,Y 2:0-0-2 Ede 10:0-0-2 Ed e LOADI G (Pat) SPACING- 2-0-0 CSI. DEFL in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.39 Vert(L-) 0.32 14-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.6114-15 >670 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.65 Hom(CT) 0.12 10 rda n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 163 lb FT=0% LUMBE I. BRACING- TOPC ORD 20 SP M 30 TOPCHORD Structural wood sheathing directly applied or 3-7-12 oc pudins. BOTC ORD 2x4 SP M 30 BOTCHORD Rigid ceiling directly applied or 4-11-7 oc bracing. WEBS 2x4 SP No.3 REACT DNS. (size) 2=0-8-0, 10=041-0 Max Hom 2=-179(LC 8) Max Uplift 2=-832(LC 10), 10=-832(LC 10) Max Grav 2=1362(LC 1). 10=1362(LC 1) FORC . (Ib) - Max. CompJMax. Ten.-- All forces 250 (lb) or less exceptwhen shown. TOP Ct ORD 2-3=34192395, 3-5=277112031, 5-6=2770/2152, 6-7=-2770/2152, 7-9=27712031, 9-10= 34192395 BOT 2-17=2132(3213, 15-17=-213213213, 14-15=-12692000,12-14=-2132/3213, 10-12=213213213 CORD 6-14=635/983,7-14=313/362,9-14=-689/499, 6-15=-635/983,5-18=-313/362, 3-15=689/499 1) UnbAlanced roof live loads have been considered for this design. 2) We ASCE 7-10: Vint=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Opsf; h=14ft; 13=5211; L=3411; eave=611; Cat. II; E p C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exte ior(2) -1-0-0 to 24.13, Interior(l) 2-4-13 to 13-7.3, Extedor(2)13-7-3 to 2 -0-13, Interior(1) 20-4-13 to 31-7-3, Exterior(2) 31-7-3 to 35-0-0 zone;C-C for members and forces & MWFRS for reactions she n; Lumber DOL=1.60 plate gip DOL=1.60 3) ThisItruss has been designed for a 10.0 par bottom chord live load noncencunent with any other live loads. 4) ' Tt i 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 This item has been will f{I between the bottom chord and any other members, with BCDL= 10.0l electronically signed and 5)Pre do mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 100 Ito uplift atioint(s) except at -lb) sealed by Velez, Joaquin, PE 2=8 2, 10=832. using a Digital Signature. 6) Her er(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 to down and 471b up at printed copies of this rco P 15-0 of of 0, and 501b down and 47 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility tars. document are not considered 7) In th LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signed and sealed and the signature must be verified LOAD Standard on an electronic copies. Y P 1) Dea + Roof + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin V91az PE Nc.61162 Unif rm Loads (plQ Vert: 1$=44, 6-11=-54, 18-21=-20 MiTak USA, Inc. FL Cart 6834 Con ntrated Loads (lb) 69U Parke East Blvd. Tampa FL 33610 Date: Vert: 26=-50(F)27=-50(F) April 3,2020 WARNING -VeMydesrgn paramenrs and READ NOTES ON MIS ANDINCLUDED hflMKREFERENCEPAGEMIF7473ray. I=3G0f5 BEFORE USE. �® D sign wild far use only wilt MlTa W ccmedms.lima design is based gay We p ramelersebawn, and is (oven Ndh dual binding component, net a .system Before..,MebuMil,designermuslvmif Meappllwb0iryofdeslgnpammetemeiMpmp glnmrpwatemisdeslgnlnWftwarell billdingdeallBmdnglMiwto IsWpmwntbucklingVindiAdualWoswebanNordlardmemWmrs y.Additionaltemporeryandpermanentbacbg WGIC la elwayn required for etaNlly end W pmwenlwilepse 41h passible personal Injury and p oper, damage. Far general guidance regardln9 Me landcanon.Woman,deliver, erection and bradng ofWs.ee and Was spars. see ANSYTPH Quality Cdfeda, USB89 and SCSI Building Co ..... l 6904 Parke Ee.t SNd. S IelylnlwmaGon eveYable from T,use Plate Institute, 218 N. Lea Sheet SuRa 312. N, amdrI, VA22314. Tampa, FL 36610 Job Truss Truss Type oty Ply T19884597 M11323 AS SPECIAL 9 �M11323 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL i1 5x8MT18HS II 4.00 12 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 07:54:28 2020 Scale=1:59.8 13 12 502 = 2x3 II Safi = U12 = 2.00 12 Plate Offsets (X,Y)— 12:0-1-15,Edgel.14:0-3-0,Edge1.110:0-0-6.Edgel LOADING (pi SPACING- 2-0-0 CSI. DEFL. in (too) Well 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 Verl(CT) -1.18 13-14 >344 240 MT16HS 2441190 BCLL 0.0 Rep Stress lncr YES WB 0.60 Horz(CT) 0.36 10 am n/a BCDL 10.0 Code FBC20171TP12014 Matdx-MS Weight: 15516 FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 3D BOT CHORD WEBS 2x4 SP No.3*Except' WEBS 6-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (sae) 2=0-8-0, 10=0-8-0 Max Ho¢ 2=-179(LC 8) Max Uplift 2=-803(LC 10), 10=-803(LC 10) Max Grav 2=1312(LC 1). 10=1312(LC 1) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=5529/3776, 3-5=5164/3538, 5-6=5209/3667, 6-7=-2424/1902, 7-9=-2462/1813, 9-10=3195/2210 BOT CHORD 2-14=3466/5266, 13-14=-1305/2115, 12-13=-1948/2995, 10-12=-1948/2995 WEBS 3-14=355/314, 5-14=-293/354,6-14=.2175/3326,6-13=-279/534,7-13=-237/277, 9-13=786/560, 9-12=0/269 Structural wood sheathing directly applied or 1.7-8 oc pudlns. Rigid ceiling directly applied or3-9-12 oc bracing. 1 Row at midpt 6.14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vull=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opst h=14ft; B=S2ft; L=34ft; eave=6ft; Cat. II; Ellin C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 24-13, Interipr(1) 2-0-13 to 13-7-3, Extedor(2) 13-7-3 to 20-64, Interior(1) 20-64 to 31-7-3. Exledor(2) 31-73 to 35-0-0 mrii for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. This Item has been 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members. using a Digital Signature. 6) Bearing at)uint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify Printed copies of this capacity of bearing surface. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atJolnt(s) except Gelb) document are not considered 2=803, 10=803. Signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6834 9904 Parke East Blvd. Tampa FL 33610 Data; April 3,2020 ®WARNING- ✓erfy dealgn In meave and READ NOTES ON MIS AND INCLUDED MITEKREFERENCE PAGE MuT473 rev. 10/OWaOr5 BEFORE USE. Design valid for use only with MITek®Connecdrs. This design Is based only upon parameters shown, and Is lur an Individual building Component, rM ��®® a truss symem. Baroreuse. the beading designermuelveMy the applicability or design pammeters and properly dcogorete this design Into the ovaell buldingdosign,Bading indicated is to prevent buckling orindMdual tense web andlor tlmM members only. Addidonaldmporeryandpeimanentbracang MiTek' Is ehveys required for slebllity and to prevent Collapse with possible personal injury and pmpedY damage. Forgenemlguldenperegmdingthe Mutation, Storage, delivery, erection and bracing clauses, and buss systems, see ANSVITH Qually, CNfeds, DSBd9 and Best Building Component 6e04 Parka East Blvd. Sareylnl adan available Sam Truss Plata Institute,218 N. Lee street, Suits 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Cry Ply T798B4598 M11323 A6 SPECIAL 1 �M11121 1 Job Reference (optional) Chambers Truss, Inc.. Fort Pierce, FL 4.00 12 302 = 2.00 12 6x10 MT18H3 = 5.6 = Sx6 = 8.240 s Mar 92020 MiTek Industries. Inc. Fri Apr 307:64292020 10-64 1500 ifi, -0-0 204-8 25-11-15 34-0-0 10.64 4-6-12 -0-05-7-7 34 = Scale=1:61.9 0 I Plate Offsets (X,Y)- [2:0-1-15.Edge] 13:0-3-0Edge] [5:0-5-0.0-1-13] [7:0-2-7 Edge] [9:0-0-6 Edoe] LOADING (psf) SPACING- 2-" CSI. DEFL. In (too) 0de8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.69 14 ,590 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Ved(CT) -0.9214-17 >443 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.34 9 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 1571b 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'ExcepV 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Holz 2=-169(LC 8) Max Uplift 2=-803(LC 10), 9=.803(LC 10) Max Grev 2=1312(LC 1), 9=1312(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or2-2-0Go pudins. BOT CHORD Rigid calling directly applied or 2-2-0 oc bracing. FORCES. (Ib)-Max. Comp./Max. Ten. -Ali forces 250(lb) or less except when shown. TOP CHORD 2-0=5491/3336, 45=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=4051196,6-13=-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; Vu11=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.0ps(; h=14ft; B=528; L=34ft; eave=68; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-13, Interior(l) 2-0-13 to 31-7-3, Exlenor(2) 31-7-3 to 35-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 8) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joints) except (it=lb) 2=803, 9=803. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin voles PE No.63182 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33010 Dale: April 3,2020 ® WARNING -VerRydesign pxmmenms and READ NOTES ON MIS AND INCLUDED MITEK REFERENCEPAGEMII-7413 rev. 10MV2015BEFORE USE. Deelgn valid for use o,dy a min MnekG ommeciare. T w design Is based only upon pammeters shown, and b foran IndMdual building camponent rot t a Wss system. Before use, to building designer must very Me applicability ofdwlgn parameters and papery Incorporate this design Into Me mmll bulldirgdeslgn. Bracing Indicated is to preventbualing ofindWidual truss vreb and/or chord members only. Additianaltemporaryandpaunanentbrecing MiTek' Is always regimes for eteWit, and to remmosllapse Win posslme personal Injury aM property, damage. Forgenend quldauce regaMNg me fabrication. stamps, Ee"ry, erection and bracing ofbusses and truss systems. see ANSM11 Dually Ctlferia, DS849 and BCSl Building Component 6904 Parke East Blvd. SareyJar ,ne.Us. evalable ham Truss Plate InsOlute, 218 N. Lee Stoma Suite 312. Alexandra, VA U314. Tampa, FL 36610 Job Truss Tmss Type Oty Ply T19889599 M11323 A7 SPECIAL 1 �1,111321 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 a Mar 9 2020 MTek Industries, Inc. I'd Apr 3 07:54:30 2020 Scale=1:60.8 612+8 eon lio 5.6 = 5xl2 = 2x3 II 3x6 = 3xt2 = 2.00 12 10.6.4 14-0-0 2P4-e 25-11-15 34-" 10Ed I 3-&12 Bd-a 5JA A.f1.1 l Plate Offsets _(X Y)— [2:0-1-15 Edge](4:0-4-0 0-2-31 17:0-0-2 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.66 11 >616 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.1010-11 >369 240 MT18HS 244/190 BCLL 0.0 Rep Stress lncr YES WB 0.95 Horz(CT) 0.34 7 We n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight: 1471to FT=0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-11: 2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 74-8-0 Max Hoe 2=-149(LC 8) Max Uplift 2=-803(LC 10), 7=-803(LC 10) Max Grav 2=1312(LC 1), 7=1312(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0oc pudins. BOTCHORD Rigid ceiling directly applied or 4-0-2 oc bracing. FORCES. (lb) -Max. Comp./Maz. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5484/3370, 3-4=5116/3126, 4-5=.2229/1544, 5-6=-2448/1599, 6-7=3169H993 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=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 24-13, Interior(1) 24-13 to 31-73, Extedor(2) 31-7-3 to 35-0-0 2one;C-C for members and forces 8 MWFRS for reactors 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 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 joint(s) 2 considers parallel to grain value using ANSI?PI 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 at -lb) 2=803, 7=803. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTok USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ®WARNING -Veiny design psmmelers antl READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MILT473rev. 101OW2015DEMRE USE. Design valid tar use only eat Mmek® cormedom. This design is based only upon pammetem shown. and Is for an Individual building component, not a buss system. Before use, to buildlog designer mud vel Me applimbllity ordesiga parameters and properly lrsorpmete Mb design Into Me overall bulldingdeslgn. Bracing Indicated is to preventbuckling ofedivkival truss cash andlorcherd members only. Additional temporary and pernanentemang pps�a� Is We,mqulre4 brsUbllltyand to prevent collapse with possible personal injury and pmpary, damage. Forgeneraiguidancemgard,ngthe IMIITOk fabrication, storage, 4ellvery morbon and bradng of bTm ussea and ss system., see ANSVTPN Swdiy Entente, DSO-89 and SCSI Belli Component SATe(y, 69M Parke East BIM. lMormadon available Win Test Plate Institute, 218 N. "a Steel. Suns 312, Nexandda, VA 22314. Tampa, FL 36610 Job Truss ply Ply M11323T19884600 EmsCgTyLe M11323 AB 1 1 Job Reference optional) Cambers Totes, Inc., Fort Pierce, FL 8.240 s Mar 92020 MiTek Industries, Inc. 3 07:54:31 2020 Scale=1:60.6 5x6 = 3x4 = as II 5x6 = 12 11 5x12 = 3x4 = Ass = 3x12 = 2.00 12 10.6.4 20-0 8 22-0-0 34-" 10-6-4 9-104 1-7-a I 12-0-0 Plate Offsets (X,Y)— i2:0-1-15,Edge1 17:0-5-8,0-2-81 LOADING (psi) SPACING- 2-04 CS]. DEFL. in (roc) I/deb Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.65 12-13 >624 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.0812-13 >379 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Ina YES WB 0.69 Horz(CT) 0.33 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 1541b FT=0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 Go pudins. BOT CHORD Rigid ceiling directly applied or3-11-11 oc bracing. Max Hort 2=129(LC 8) Max Uplift 2=-803(LC 10), 9=-803(1_C 10) Max Gran, 2=1312(LC 1), 9=1312(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (Ile) 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=-300/797, 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=4.2psh BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0.0 to 24-13, Interior(1) 2-4-13 to 31-7-3. Extedor(2) 31-7-3 to 35-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 nonconcurrenl 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 3-3-0 tall by 2-M wide will 0t between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100Its uplift atjoint(s) except Ot-lb) 2=803, 9=803. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 69U Parke East Blvd. Tampa FL 33010 Data: April 3,2020 ®WARNING-Verg, design parameters and READ NOTES ON THIS AND MCLUDEDMITEK REFERENCE PAGE MIId4731on, 10/03@e15 BEFORE USE. Dan, valid far use only turn MITeW conne4tors. This design Is based any upon parameters shown, and Is for an indvldual building component, not a Was system. Before use, Ire building deslgnermuelverily the applicability of design parameters and property Inaugurate this design into the overall r buldIngdox,ar. Bma glndlwWdlsWpmv ntbuWngoflndMdualnnmbw&oraoMmemb mrs ly. Additional temporary and germanent bracing MiTek is shvays required for stabilityand 0 prevent collapse with possible personal Injury and propemy damage. Forgeneralguldanceregardingthe fabdwton. sorage. dellvery. motion and trusts of W sses and Was systems. see ANSVTPII Dually Canada, DS"9 andBCS1 Building Component 6904 Parka East Blvd. Safarylnfonnation available ham Truss Plate Instant, 218 N. Lee SVent, Suite 312, Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Dry Ply M11323 T19884fi01 M11323 A9 HIP 1 1 Jab Reference lopi 4x4 = 4.00 12 4 mzcu a mar v zuzu Inn I ex mousules, mc. en npr A ur:b9:3L zuzu U4 = 26 II Axe = 24 525 26 6 21 7 Scale=1:58.6 = 3x6 = 3.6 = 6x8 = 3x6 = 3NI = 3x5 10-0-0 I 2D4-0 I 240-0 39-0-0 l ' tnn.n Ines �.gn Innrl Plate Offsets (_XY)— (2:0-0-14 Edgel I7:0-5-0,0-2-01 t9:0-3-14,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL In Ow) Well Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.35 Vert(LL) -0.18 11-21 >917 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.3811-21 >432 240 BCLL 0.0 Rep Stress lncr YES WB 0.89 HOrz(CT) 0.02 13 We n/a BCDL 10.0 Code FBC2017frP12014 MaMX-MS Weight: 1561b FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0, 13=0-M Max Ho¢ 2=109(LC 9) Max Uplift 2=-030(LC 10), 9=249(LC 10). 13=928(1_C 10) Max Glen, 2=685(LC 19), 9=386(LC 20),13=1616(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc puffins. BOT CHORD Rigid ceiling directly applied or6-0-0Do bracing. FORCES. Via) -Max. CompJMax.Ten.-Allfarces 250(lb) or less except when shown. TOP CHORD 2-3=1275/1025, 3-0=913/708, 4-5=-829/705, 5-0=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 3-05=425/501, 5-15=-044/665, 5-13=-1215/1079, 6-13=264/300, 7-11=-255/396, 8-11=461/521, 7-13=8371703 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6fq Cal. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 24-13, Intedor(1) 2-4-13 to 5-2-5, Ededor(2) 5-2-5 to 14-9-11. Interior(l) 14-9-11 to 19-2-5, Extedor(2)19-2-5 to 28-9-11, Intedor(1) 28-9-11 to 31-7-0, 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 ponding. 4) This truss has been designed for a 10.0 par 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 6t 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 atjoinl(s) except Qt=lb) 2=430,9=249,13=928. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cart6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 AWARNING - Vediy design 1.0o s and READ NOTES ON IRIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 mv. 1"=015 BEFORE USE. Design valid for use only war MmeW connectors. Tnds design is based Andy upon parameters shown, am Is for an In ll ndual bu0dbg mrapani not e Muse system.Befom use, the building designer mual verily me appgaxbility of design parameters and ppsay Nmryoate this deign into Me overall buildingdesign. B=[ gindiwtedismprewntbuoklingdindkWd lWsswbaMord WmemNmrs y. AdGdonaltempomrymdesommmtbrodng pA� Is aWays required for stability and to proventoolopse with leasable personal Injury and property 9m damage. Foremlguldanceregardingtbe IVI1�'ek' fabrication, slangs, di Inaction and bracing of cusses and "so systems, sae ANSUTP11 Oudi Cateda.DSO.89 and BCS1 Building CAmponenl 6904 Period East Blvd. SeTarylnformetlon auditoria from Tmas Plate Indqute, 21a N. Lee Sbea4 State 312. Alexandria, VA 12316. Tampa, FL 36610 Job Truss Truss Type Oty Ply T19884fi02 M11323 GRA HIP 1 �M11123 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 07:54:33 2020 Page 1 ID: etCI"C3ixW7huls7ypJyuFUK-OK4cPSEUatWOvM9s4DTb5n5vPvIY6pmo9XAzUUjq 1-0-0 11-t-1 174-0 18410 22-2-2 28-0-0 34-0-0 5-0 IrH-0 8.0-0 3-i-0 i 5-10-15 116S 8 AR4 H 8-0-0 -0-0 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 44 = 14 Scale=1:60.6 3x5 = 3.6 II 3x6 = 6x8 = 3x6 = 6x8 = 4x4 = 6.8 = TRUSS DESIGNED FOR WIND LOADS IN THE PLANE OF THE TRUSS ONLY. FOR STUDS EXPOSED TO WIND (NORMAL TO THE FACE), SEE STANDARD INDUSTRY GABLE END DETAILS AS APPLICABLE, OR CONSULT QUALIFIED BUILDING DESIGNER AS PER ANSIITPI 1. 8-0-0 11-1-1 184i-0 28-0-0 34-0-0 ]-0-15 75-0 Plate Offsets (X Y)-- [2:0-2-2 Edge] [3:0-3-8 Edge] [21:0-3-8 Edoel [24:0-3-8 0-3-01 127:0-3.8 0-3-01 LOADING (bell SPACING- 2-" CSI. DEFL in (foe) /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.20 24-35 >914 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.24 29-32 >552 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(CT) 0.02 22 We n1a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 194 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc pudins. BOT CHORD 2x4 SP M 30 Except: WEBS 2x4 SP No.3 IRow at midpl 8-21 30T CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS i Brace at Ale); 7, 8,19,17,14 REACTIONS. All bearings 0-8-0. (lb) - Max Hoe 2=-179(LC 6) Max Uplift All uplift 100 lb or less at joints) except 2=-351(LC 8), 27=-1168(LC 8), 26=1495(LC 8). 22=-625(LC 8) Max Grav All reactions 250 Ib or less at joint(s) except 2=487(LC 17), 27=2232(LC 13), 26=2929(LC 14). 22=984(LC 14) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-621/387, 3-5=-304/838, 5-7=-588/1209, 7-8=-588/1209, 8-12=-588/1209, 12-13=588/1209, 13-15=-588/1209, 15-16=588/1209, 16-18=-588/1209, 18-20=-2230/1280, 20-21=2230/1280. 21-22=-2271/1263,6-9=1261305, 9-11 =-1 06/363, 11-14=-193/412,14-17=-94271, 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=-17661911, 5-27=748/622,5-26=-546/351. 13-26=-946/617, 18-26=-2412/1474, 18-24=-846/1780,21-24=-35/351, 4-5=-608/514, 19-20=335/305, 14-15=-5561407, 11-12=-254/54 NOTES. 1) Unbalanced roof live loads have been considered for this design. This item has been 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=1.2pef, BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; save=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gdp DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water ponding. Sealed by Velez, Joaquin, PE 4) All plates are 20 MT20 unless otherwise Indicated. using a Digital Signature. 5) This buss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. a Printed copies of this 6) This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 35-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. document are not considered 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 351 Ib uplift at joint 2, 11681b uplift at signed and sealed and the joint 27, 1495 Ib uplift at joint 26 and 6251Is uplift at joint 22. Signature must be Verified 8) Girder carries hip end with 8-M end setback. On any electronicOPIES. copies. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Velez PE NOGSI 10) Hanger(s) or other connection device(s) Shall be provided sufficientJoaquin to support concentrated load(s) 967lb down and 461 Ib up at 034 MiTek USA, Inc. FL ert8 C2 design/selection of such connection device(s) Is the 26.0-0, and 9671b down and 461 It, up at 8-0-0 on bottom chord. The d 6904 Parke East BlvFIL 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 3,2020 andard ® WARNING - Verhy design parameters and READ NOTES ON THIS AND INCLUDED MOEK REFERENCE PAGE MR-74T3 ray. 1010MO15 BEFORE USE. Dell, valid for use only with MTek® connecrms. This design 13 based oniyupon parametem shown, aM is for en Individual building component. nod e buss sptem. Before use, 0,a bullding designer must verify the applicability of design parmetem and propedy1nowcavo this design into the overall . bUldlogdesign. Bracing indicated Is 0 prevent buckling ofindMdual truss web anwor Nord members only. AddNanaltemponyandpermanentbradng MiTek' Is always required for s+abWy, end to prevent collapse with passible pe,s mal lnluyand property damage. Forgenenl guldanceregarding the fabdoxon,storage, delivery, erection and bracing ofoosses and buss systems. see ANSOTPII Dually Creeds, DSBR9 and SCSI Building Component 69N Parke Best Blvd. Saletylnnsmadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Twss Truss Type ally Ply T79664602 M11323 GRA HIP 1 1�JM11311 b Reference (optional) GnamOBB I nus5, Inc.. I -On Floras, FL 8.240 a Mar 92020 MiTek Industries. Inc. Fri Apr 3 07:64:33 2020 Page ID _etCl mC3ixVV7huls2ypJyuFUK-OK4cPSEUat2zdOvM9s4DTb5n5vPvlY6proo9KAzUUjq LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 21-23=64, 29-30=20, 24-29=47(F=-27), 24-33=-20, 3-1 1=-126(F=-72),11-21=126(F=72) Concentrated Loads (lb) Vert: 29=-UI(F) 24=-641(F) ® WARNING -Vetllyaresl9n ,ammeters and READ NOTES ON MIS AND INCLUDED MITER REFERENCE PAGE 44IIJ473 mv, f041=015 BEFORE USE. Design valid for use only wind MRek® connectors. Thla design Is based day upon peromelers shaken, and Is far an Indlvldual building component, not ��®® A Wu eystem.But. use, Me building designer mustverlry the appllcabillty of design parameters and properly Incorporate MIS design Into Me overall myY�• buildingdeslgn. Bracing Indicated is W provent buckling of lndWldual base web andlor chord members only. McLanallempraGandpemlanaMbmcing WOW elevate required far stablllly and to prevent mllepsewith possible pareonel Injury and property damage. ForgenerelguldenceregaNing Ma fablmbOn,SWRg..delivery, election and Moore of WSses and Was Weems, we ANSIM11 Quality CeRide,DSB-89 and BCS1 Bullding Component 6904 Parke East Blvd. Saretylnlwmagon available from Truss Plate Mature, 218 N. Lee Street, Suite 312 Alesandda, VA 22314. Tempe, FL 36610 Job Truss TRUSS Type Ory Ply M71323 T198a4603 M11323 GRB HIP 1 1 Job Relerence o Bonal unamoers nuns, Inc., ron rlerce, rc 5x12MT18HS = COD 12 4xf0 = 2x3 II 4x6 = 23 4 5 6 s.cav is mar s xum mu ex msusmas, in, ru p r s vi.ar.ve cum 5xl2 MT18HS = Zit2i II 7 24 8 Scale=1:58.6 4x6 = 3x6 II Sx6 = 6x12 = 6x12 = 1 = 3.6 II 4x6 = LOADING gli TCLL 20.0 TCDL 7.0 BCLL ' 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20177TP12014 CSI. TC 0.80 BC 0.68 WB 0.90 Matrix -MS DEFL Vert(LL) Ved(OT) HO2(CT) in (loc) UdeO Lid 0.22 16-19 >999 360 -0.3016-19 >820 240 0.06 9 Na Na PLATES hmo MT18HS Weight: 153 lb GRIP 244/190 244/190 FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc putting. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-3.14 oc bracing. WEBS 2x4 SP No.3'Excei WEBS 1 Row at midpt 3.14, 8.13, 6-13 4-14,7-13: 2x6 SP No.2 REACTIONS. (size) 2=0.8-0, 13=043-0, 9=041-0 Max Hom 2=17) Max Uplift 2=-853(LC 8), 13=2590(LC 8), 9=345(LC 8) Max Gran, 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 23=3625/1950, 34=2080/1236, 4-6=-2080I1236, 6-7=-1296/2589, 7-8=-1296/2569, 8-9=751/370 BOT CHORD 2-16=1729/3460, 14-16=-1753/3525, 11-13=262r733, 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 roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL-0.2psb BCDL=3.0psb h=1411; B=5211; Lai eave=6ft; Cal. II; Exp C; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water podding. 4) All plates am MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. This item has been 6)' This truss has been designed for a live load of 201 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. electronically signed and 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 85316 uplift at joint 2, 2590lb uplift at sealed by Velez, Joaquin, PE joint 13 and 345111 uplift at joint 9. using a Digital Signature. 8) Girder carries hip end with 8-0-0 end setback. Printed copies Of this P 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 967 to dawn and 461 Its up at 8.0-0 on bottom chord. The design/selection of such connection devices) is the document are not considered responsibility of others. signed and sealed and the 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signature must be Verified LOAD CASE(S) Standard on any electronic copies. 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.68182 MiTek USA, Inc. FL 16634 Uniform Loads (plf) Vert 13=54, 33=131(F=77), 8-10i 1&17=20, 11-16=-49(F=29), 11-20=-20 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ®WARNING -Verlytlezlgnparsmerors anti READ NOTES ON IRIS AND INCLUDED Illi REFERENCEPAG660i ray. IM3/2e15BEFORE USE. Design valid for use only AIM Nineties corrections. Try; design Is based only upon parameters shwm, and IS for an Indridual building con,xv brut ® �f a truss system. Before use, Me building designer must verify Me epplicablliry of design parameters end property Nmrpmate MIS design taro Me everall bulld6,gdeslgn.Brack, Indicatetl is to prevent buckling diMNlduat ausaweE looks, dhoti members only. Adgonaltempomryendpemoventbradrg MiTek' Is always required for eledliry antiroprevam collapse wlM passible personal Injury anti propeM tlamage. For general guidance regarding Me r.bdcaeon.6temg0.dMHary aredlanendbadngel Weaaaaad W6eayaBme,eae ANSUTPII Quality Canada,DSB-89 and BCSI Building Companenl 218 N. Lee Street 6ulta 312, Alexandde, VA22314. 604 Parke East BIW. Sefeyln(ormc0on evagable frem Tmsa Plate Insgtute, Tempe, R 36610 Job Truss Truss Type Oty Ply T79884603 M11323 GRB HIP 1 �M11323 1 Job Reference (optional) Chambers Truss, Inc, Fort Pierce. FL LOAD CASE(S) $tandard Concentrated Leads (lb) Vert: 18--641(F) 11=641(F) 8.240 s Mar 9 2020 MTek Industries, Inc. Fd Apr 3 07:54:35 2020 Page 2 ID:SrRaEyyrg04WBG4mVVBLWyuFUJ-MiCNg7GI6UlgtJ31HH7hYO89Sj3emSr6J6HGb2zUUjo ®WARNING Verdy design pm afaw s and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14I1.7473 rev. 10,0=015 BEFORE USE. Design valid for use only with MRelt® comestom. TNs design Is based only upon parameters shown, and Is for an individual building component not a truss system. Before use, the bunking designer must veriy, Me appllrabllityaf design parameters and property lnmrporete We design Into the marall bulldingdosign. Bmdngtndiwtedlstopreventbuckni onndMdualtassmben araoldmemb mre ly. Addiuonatemporary and pamlmentbacing MiTek' Is always reculred for stability and to prevent collapse W%possible peas nal Injury and pmpery damage. For9eneral gutdanco rogarding the fabrication, storage, dallvaryry��oreagm and tracing of busses and truss symans,so ANSWRIF Qualify Canada, DS"9 and BCSI Bufld/ng Compammf Safety hahermaflon avallabla from Trade Plate Ins6Me, 219 N. Lee Been,, Suite 312. Newndria, VA 22314. 6M Perko East BNd. Tampa, FL 35610 Job Tmss Truss Type Dry Ply 1111323 T79884604 M11323 J2 MONO TRUSS 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3.4 = 8.240 s Mar 92020 Mi-rek Industries. Inc. Fri AV 3 07:54.35 2020 2-0-0 Scale =1:7.8 LOADING (psf) SPACING- 2-M CSI. DEFL in (too) Udeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.18 Vert(I-Q -0.00 7 >999 360 MT20 244/190 TCDL 7.0 LumberDOL 125 BC 0.07 Verl(CT) -0.00 7 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hom(CT) -0.00 3 Na rda BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 8lb FT=O% LUMBER. BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural Wood sheathing directly applied or 2-0-0 cc purims. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. REACTIONS. (size) 3=Mechanimi, 2=041-0,4=10echanical Max Horz 2=67(LC 10) Max Uplift 3=28(LC 10), 2=136(LC 10), 4=3(LC 7) Max Gray 3=39(LC 15), 2=141(LC 1), 4=31(LC 3) FORCES. fib) -Max. CompJMax.Ten. - All forces 250(Ib) or less exceptwhen shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps/; BCDL=3.0ps1; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Elderior(2) zone;C-C for members and forces 8 MWFRS for reactions Shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pull bottom chord live load nonconcu ent 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-M wide will 0t 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 2816 uplift at joint 3, 136 lb uplift at joint 2 and 31b uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Data: April 3.2020 ® WARNING -Varlry Oesl9nparameren and READ NOTES ON MIS AND INCLUDED MI,EXREFERENCE PAGE NIL7473nv. f=34015 BEFORE USE. Designvalid for useenly VAM MT" Connectors. TNs design h based only upon parameters shown, and Is fo,m Individual builling Component. red a buss system. Before use, the building designer must verify the applicability of design parameters and pmpeM Incorporate Mis design Into the overall bWldingdeslgn. Bmwglndlmledlatopm. MWalmgonndmidu lwsawabanvarcmmmemb ran ly. Addlmnaltempame mic,elmanentiadng MiTek- isalwaysrequiredfor avidity arid Wpreventcollapse wWpossible pemonal lnluryand properi, damage. ForgeneralguWanmre mingtre fabrication. Stange. dalb :mCdon am Leading of Wese, ell buss a atems, Sam ANSVTMIOualiy Cdleda,DSB419endBCSIBulld/ng Component 69W Palle East Blvd. Salaylar ago. evaileWe man Tuea Plata lredMe.218 N. Los Street Sulte 312. Alexandre, VA 22314. Tampa. FL 36610 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress lncr YES BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=MechaniwI Max Hoe 2=104(LC 10) Max Uplift 3=-80(LC 10). 2=161(LC 10), 4=7(1_C 10) Max Grav 3=90(LC 1), 2=207(LC 1).4=69(LC 3) Scale -1:11.1 CSI. DEFL. in (Ice) Oder L/d PLATES GRIP TC 0.39 Vert(LL) 0.02 4-7 >999 360 MT20 244/190 BC 0.37 Vert(CT) -0.02 4-7 >999 240 WB 0.00 Hom(CT) -0.00 3 n/a n/a Malrix-MP Weight: 14 lb FT=0% BRACING- TOPCHORD Structural wood sheathing directly applied or 4-0-0 Do pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (Ib) -Max. CcmpJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL-0.2pst BCDL=3.0psF; h=1411; B=52ft; L=34ft; eave=68; Cat II; Exp C; End., GCpl=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 nonconcunent 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 801b uplift at joint 3, 161 ID uplift at joint 2 and 7 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Voloi PE No.88182 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ®WARNING -Vml y design parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE NI47413m. IeYUMIS BEFORE USE Design valid forum only weh kbTek®wrmectore. This design is baud may upon parameters shown, and as for an IMMdual braiding component rml e truss system. Before um, the building designer must verity the epplimbility of design parameters and proody incorporate this design Info me overall buschgessign.Bracing lndiwtetl lsfo geventbuWng olindividml WsswebaMlor ch0m members only. Additionaltemporaryendpemunenlbracing MiTek' Is always requtred for mmi vend to froward collapse coin possible personal Injury am propeM damage. For general guldance regarding he fabdsalion. stamen, delivery, erection end temong of busses anal no sysbms,see ANS11711 Cooley Cdfeda. DSM9 and SCSr Building Component 6904 Parka East Blvd. Safeylnformadon avalable ham Tmsa Plate Insl .218 N. Lee SbeeL Suite 312,Akxnndra, VA22314. Tamp . FL 36610 Job Truss Truss Type Dry Ply T19884606 M11323 AMONOTRUSS 8 �M11323 1 Job Reference (optional) Chambers Tmss, Inc., Fort Pierce, FL 3x4 = 8.240 a Mar 92020 MiTek Industries, Inc. Fri Apr 3 07:54:36 2020 Scale=1:14.6 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 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 Ina YES WB 0.00 Horz(CT) -0.00 3 rue n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 201b FT=0 LUMBER- BRACING. TOP CHORD 2et4 SP M 3D TOP CHORD Structural wood sheathing directly applied or 6-M oc purims. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8.0, 4=Mechanical Meet Hoa 2=142(LC 10) Meet Uplift 3=131(LC 10), 2=194(LC 10), 4=8(LC 10) Max Grav 3=145(LC 1), 2=279(LC 1), 4=102(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=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (direclional) and C-C Exterior(2) zone;GC for members and forces 8 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 nonconcunent 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 3-641 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 =Pablo of withstanding 131 It, uplift at joint 3, 1941le uplift at joint 2 and 81b uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be Verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ®WARNING. V®Ifydeslgn paramefan and READ NOTES ON MIS AND INCLUDED NREKRF ERENCE PAGE NIF2473 rev. 10r034015 BEFORE USE. * Designvalid Musa o* WM MReMoarsectm. Ties deai n is based aNYupan Persmetm shown, aM la for an Ndividual buildIng rampana l,mt �e HT a Wss system. Before use, Me building designer mustventy Me applicability of design pammelers end propertyimmporete tllle design Into the overall bulldingdeslgn. BrednglndlutWisOMp ntbuUliMofindMdual WsswebanNordmrdmembommi,. AddSonaltem,emeryandpansenantbredng MiTek' la always required farstabWly and to prevent collapse Wth possible personal Injury aM empady damage. For garerel guldancat regarding Me (abdpban, ausage.dave&ry� erection aM bredng of busses and! truss systems, see ANSgrPfl pact//tyfayNde, DS"9 andEast au//ding Component 6901 Parke Fast Bhd. Sarbrn eformaUem Meta Truss Plate IDeebde,218N.lae Sb %Suite312,Ne dri,VAM314. Tampa. FL 36610 Job Truss Truss Type Oty Ply M11323 T198B4607 M11323 J8 MONO TRUSS 20 1 I Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x5 = 8.240 s Mar 92020 MITek Industries, Inc. Fd Apr 3 07:54:37 2020 Pagel Scale-1:17.4 8.0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in One) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Gdp DOL 1.25 TO 0.62 Vert(-L) 0.26 4-7 >367 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Ved(CT) -0.30 4-7 >319 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 We n1a BCDL 10.0 Code FBC2017/-rP12014 Matrix -MP Weight: 26 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 on pudins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 on bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0,4=Mechanical Max Ho¢ 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. Otte) -Max. CompJMax. Ten. -All forms 250 Otte) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=3.2psh BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-13, Interior(1) 2413 to 3-1-13, Extedor(2) 3-1-13 to 7-11-8 zone;C-C for members and forces & MWFRS for reactors shown; Lumber DOL=1.60 plate gap DOL=1.60 2) This buss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3)' This buss 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-M 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 1751b uplift at joint 3, 228 lb uplift at joint 2 and 15 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ® WARNING - VNKy design parames,,s and READ NOTES ON THIS AND INCLUDED MIT FK REFERENCE PAGE MIA7473 rev. 10/0N2015 9EFORE USE. Design va0d(oruw" Wh sAff"cNmectars. We design Is besedoNy upon paeme on shown, ark Is for an Fdiridual building wmponam, not a trues System. Before use, me Morning designer mustwsiy are applicability of design paremetera and pepedYinwemats rub design into the overall i bugfirgdesign. BaWglrldlwNd is tapreventbuckGng orlildivlaual Wss web anNarcbad membemonly. Adduloreltempon,andpemlanant Mradrlg MiTek' Is eMays requlred for stabllly erM to prevent collapse with possible pereenal lnlury are property damage. Fbfgeroodguldanveregardingtre fabdm9on, Sloage. dsl ,. ereNon ark brodtg of Wsses AM Wss.,stares,sees ANSUFPII Dually CrfNda. DS"9 And SCSI augdlng Component 6904 Parke East BM. Safey/nformation awflable free Truss Plate IlwtiMe, 218 N. Lee Street, Suite 312, Norandda, VA 22314. Tampa, FL 366110 Job Truss Truss Type pry Py M11323 T79884608 M11323 KJ8 MONO TRUSS 4 1 Job Reference (options)) Chambers Truss, Inc., Fort Pierce, FL 8.240 a Mar 9 2020 MRek Industries, Inc. Fri Apr 3 07:64:382020 Page 1 IO:Lcg54J7LuEancmZr40b7WMyuFUF-nHuVT91dOPgFknoKyPgOAeooawBCz ZYT4WwCNzUUjI Scale =1.20.3 3x4 = �•� �� 5 3x4 = LOADING lost) SPACING- 2-M CSI. DEFL. in (too) Vde8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.29 Vert(LL) 0.07 7-10 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Ven(CT) -0.12 _>999 7-10 >999 240 BCLL 0.0 ' Rep Stress ]nor NO We 0.46 Horz(CT) 0.02 6 n/a nra BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight 44 to FT=0 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 30 BOT CHORD Rigid ceiling directly applied or 8-9.6 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 6=Mechaniml Max Ho¢ 2=244(LC 8) Max Uplift 4=205(LC 8), 2=-305(LC 8), 6=-286(LC 8) Max Gran, 4=245(LC 13), 2=466(LC 1), 6=590(LC 13) FORCES. (Ib)- Max. Comp./Max. Ten. - All forces 250(I1b) or less except when shown. TOP CHORD 2-3=11511523 BOT CHORD 2-7=687/1126. 6.7=-687/1126 WEBS 3-7=0/330, 3-6=-1236/755 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh, BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gdp 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.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 2051b uplift at joint 4, 3051b uplift at joint 2 and 286lb 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 This item has been 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 electronically signed and Uniform Loads (plf) sealed by Velez, Joaquin, PE Vert: 1-2=-64 Trapezoidal Loads (pit) using a Digital Signature. Vert: 2=0(F=27, 13=27)-10-4=-152(F=-49, 13=49), 8=0(F=10, B=10)-10-5=-56(F=-18, B=-18) Printed copies of this document are not considered signed and sealed and the signature must be Verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ®WARNING- Madly Ees19n pa..rI and READ NOTES ON MIS AND INCLUDED MITER REFERENCE PAGE MI47475 mv. 1010MO15 BEFORE USE. Design valid luruse only Win MiTak® mnna=.. TMs design Is based only upon parameters shown, and is for an IndiOdual building component not a buss system. Beare use, Me building designer must verify 0e applicability of design parameters and props4y m orpmate the design into 0e overall budds,cl.sign. 8radnglndlwtedlsOpmv Mbuc ing OlMMdualb wmba,WorchoMmemb moo . Additlonaltempoaryand"maranentlameng WOW etemys le4uiredfor stability and A prevent collapsowith consistspersonalInjury and Nei damage. Forgene2l,MMacemgardim B,e fabrication. storage,di erection and braWWmaee cing ofsses and ss syne, sANSYTIf Quality Crawls, DSB-89 and BCSI Buflding Component 6904 Poke East Blvd. SeFeylnformagon available from Trues Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA22314. Tampa, FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 1 � " Center plate on joint unless x, y 4 offsets are indicated. 6`1-8 dimensions shown in R-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ff-i des o truss Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. see BCSI. 0-11fir cr-2 c2-s 2. Truss bracing must be designed by an engineer. For 4 wide buss spacing, individual lateral braces themselves t] WEBS Szr a ry p 2 u r 3 O may require bracing, or alternative Tor bracing should be considered. 3. Never exceed the design loading shown and never inadequately braced a sv� 5 V stack materials on trusses. a0 4. Provide copies of this truss design to the building ore �r ess p- For 4 x 2 orientation, locale plates 0- lie" from outside designer, erection supervisor, property owner and all other interested parties. BOTTOM CHORDS edge of truss. 8 7 6 5 S. Cut members to bear lightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSlrrPI 1. connector plates. THE LEFT. 7. Design assumes busses will be suitably protectedfrom `Plate location details available in MiTek 20120 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSUTPI 1. software or upon request. NUMBERSILETTERS. otherwise noted, moisture content lumber 8. Unleshall n . shall not exceed 19 k at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICGES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size,a and dimensions imum pun Indicated are minimum plating requirements. minimum equine LATERAL BRACING LOCATION 12. Lumber used shall of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equall to or better than that specified. 13. Top chords must be sheathed or purins provided at output. Use T or 1 bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSIfTPI 1 section 6.3 These truss designs rely on lumber values 14, Bottom chords require lateral bracing at 10 It. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 16. Connections net shown are the responsibilityof others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load verlicely unless Indicated otherwise. Min size shown is for crushing only. _ _ 18. Use of green or treated lumber maypose unacceptable environmental, health or performance asks. Consult with Industry Standards: = project engineer before use. ANSIFrPl1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. ® is not sufficient. BCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSIfFPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10103/2015