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�® Lumber design values are in accordance with A I 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 057848 - GERALD MEAD ADDITION MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: GERARD MEAD Project Name: MEAD ADDITION Model: Tampa, FL33610-4115 Lot/Block: Subdivision: Address: PINETREE DRIVE City: ST LUCIE COUNTY State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC20171TPI2014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 12 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T18505323 GRS 10/29/19 2 T18505324 JS1 10/29/19 3 T18505326 JS3 10/29/19 4 T18505326 JS5 10/29/19 5 T18505327 JS7 10/29/19 6 T18505328 KJS7 10/29/19 7 T18505329 S 10/29/19 8 T18505330 S1 10/29/19 9 T18505331 V4 10/29/19 10 T18505332 VB 10/29/19 11 T18505333 V12 10/29/19 12 T18505334 V1 6 10l29/19 "RHvvING / SUBMITT LALA RE PPROVED a APPROVEDAS NOTED REVISE AND RESUBMIT 0REJECTED IBMITTAI Im.-...-._ Architectonic hic. Fort PiOICD, FL 34950 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Alban!, Thomas My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the. preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verity applicability of design parameters and properly incorporate these designs into the overall building design per ANSI1TPI 1, Chapter 2. .F9380rc C 9' STATE OF .�Z ,O�tcS' c4 O R 1 P �jNc,�`: Thomas A Albani PE No.39380 MiTek USA, Inc. Fl. Gen 6634 6904 Parke EA Blvd. Tampa Ft. 33610 Date: October 29,2019 Albani, Thomas 1 of 1 Job Truss Truss Type Oty Ply GERALD MEAD ADDITION T78505323 Q57848 GRS Hip Girder 1 1 Job Reference (optional) I N6s, Inc., i Mcrae. FL 8.320 s Oct 9 2019 MiiTek Industries, Inc. Tue Oct 29 07:55:55 2019 5.8 MT18HS = 5.11 MT18HS = 15 Scale = VMS LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (too) Mail Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.62 Vert(LL) 0.38 B >528 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) --0.35 8-11 >571 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr NO WB 0.47 Horz(CT) -0.23 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MS Weight: 651b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or3-2-14 oc purfins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-3-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1271/04-0, 5=1271/0-4-0 Max Harz 2=171(LC 7) Max Uplift 2— 1165(LC 8). 5=-1165(LC 8) ,Max Gray 2=1305(LC 29), 5=1305(LC 30) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3994/2962, 34=-3612/2782, 4-5=4032/2962 BOT CHORD 2-8=-2466/3719, 7-8=-2443/3693, 5-7=-2462/3717 WEBS 3-8=-801/1388,4-7=-802/1440 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh, BCDL--3.Opst h=15f ; B=22ft; L=178; eave=4ft; 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 W20 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 20.0psf 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, 5 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1165, 5=1165. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 244 lb down and 418 lb up at 7-0-0. and 168 Its down and 220 lb up at 84-0, and 244 Its down and 4181b up at 9-8-0 on top chord, and 425 Its down and 259 lb up at 7-1-8. and 83 lb down and 32 Its up at 84-0, and 425 Ib down and 259 lb up at 9-e-B 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 (plf) Vert: 1-3=-54, 34=-54, 4-6=-54, 8-9--20, 7-8=-20, 7-12=-20 Concentrated Loads (Ib) Vert: 3=-153(B)4=-153(B) 8=-307(B)7=-307(B) 15=-104(B) 16=-62(B) Thomas A. Alban! PE No.39380 Mirek USA, Inc. FL Cart 6SM 6994 Parke East BNd Tampa FL 33610 Date: October 29,2019 QWARNNG- Verilychlenparamafenand BEADNOTES ON nflSMDIN7LUDEDNGEKNEFERbVCEPAGEN674"3 y.. 711031`0150EFONE USE Design valid for use only with M6ek® connectors. IDB design Is based only upon parameters shown, and is for an IndNiduoi building component, not ��- a truss system, Before use, the building designer must verily the applicabliiy, of design parameters and property Incorporate this design Into fine overall building design Bracing indicated is to prevent buckling of Individual trim web and/or chord members only.. Additional temporary and permanent bracing M!Tek' Is always rewired for stability and to prevent callopse.uN possi personal injury and properly damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and truss systems seeANSMII Quo y Cathode, DSB49 and SCSI Bu9dhg Component 6904 Parke East BNd. Safely 6domtalbfwoiloble from Truss Mate ImtliMe. 218 N. We Street, Suite 312, Mexantl4a. VA 22314. Temps, FL W610 Job Tnrss Truss Type City Ply ADDITION T18505324 Q57848 JS1 Jack -Open 4 [lanai Chambers Truss, Inc., Fort Pierce, FL 8.320 a Oct 9 2019 MiTek Industries, Inc. Tue Oct 29 07:55:55 2019 Page 1 ID:9AX2zSWtJaRKHYxeDvUmSizl kiz-7v MapS835WOiUBDCLty OJK2EeB.3aOCxhzuyoogY -2-0-0 2-0-0 Scale = 1:9.5 I= p Plate Offsets (X,Y)-- f2:0-2-2,Edgel LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.00 5 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.00 5 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MP Wind(-L) -0.00 5 >999 240 Weight: 7111 FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3— 23/Mechanical, 2=265/0-4.0, 4=-57/Mechanical Max Horz 2=138(LC 12) Max Uplift 3=-23(LC 1). 2=-445(LC 12), 4=-57(LC 1) Max Gray 3=64(LC 12), 2=265(LC 1), 4=137(LC 12) FORCES. (lb) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=15ff; B=22ft; Lai 7111; eave=4h; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to buss connections. 5) 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. 6) Provide mechanical connection (by others) of truss to beadng plate capable of Withstanding 100 lb uplift at joints) 3, 4 except at=lb) 2=445. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610, Date:. October 29,2019 AWARNING -VerltydesfgnP4rameee..s(READNOTES ONTNISANOINCLUDED MRE/rFEFERANCEPAGEM674Mmv.ia 2015aEFOBEUS& Design valid for use only with MneW connectors This design Is based only upon parameters shown. and Is for an IndNldual building component, not a trass system. Before use. the balding designer must verify the oppaccNIN of design parameters and property Incorporate tints design Into Me overall beading design. Bracing indicated is to prevent buciding of lndMduol truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stablBly and to prevent collapse with powbia personal Injury and properly damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of buses antl truss systems seeANSIMI1 Quoltly Criteria, DS549 and SCSI Bolding Component Safety Infomlationcre fable from Truss Rate Institute. 218 N. Lee Sheet Suite 312 Alexandria VA 22314. MiTek' 69M Parke East Bind. Tampa. FL W610 Job Truss Truss Type Orly Ply GERALD MEAD ADDITION T78505325 057848 JS3 Jack -Open 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Oct 9 2019 MiTek Industries, Inc. Tue Oct 29 07:55:56 2019 Page 1 ID:9AX2zSWtJaRKHYxeDvUmSizl kiz-T5TGawg4uNDN2s3Nrklt6SBSp3kNgNbJjdsgFVKyOogX 1% 0 3-0-0 i 2-0-0 I 3-0.0 Scale = 1:14.6 Plate Offsets (X,Y)-- f2:0-1-10,0-0-51 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vde9 Ud PLATES GRIP TCLL 20.0 Plate Gap DOL 1.25 TC 0.99 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hoa(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Wind(LL) -0.01 4.7 >999 240 Weight: 13 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=49/1viechanical, 2=25910-4-0, 4=21/Mechanical Max Harz 2=204(LC 12) Max Uplift 3=-09(LC 12), 2=-021(LC 12) Max Gray 3=57(LC 17). 2=259(LC 1).4=46(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsh h=15ft; B=22ft; L=17ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.16; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 0-9-7. Interfor(1) 0-9-7 to 2-11-4 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 for a 10.0 psf bottom chord live load nonconcunent with anyother live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for tmss to truss connections. 5) Beading at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 10011b uplift at joint(s) 3 except Qt=1b) 2=321. Thomas A.Albani PE No.39380 hit ek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Data: October 29,2019 ,&WARNING-Verdydestgn ParemeMe .dREADNOTESONTNI MDWCLUDWMREKNEFERWCEPAGEMIF74n.re.. 1N9314?015eEFOREUSE Design valid for use only with Makes connectors. ihh design b based a* upon parameters shown, and Is for an Individual building component not a truss system. Before use, me building designer must verify me applicability of design parameters and properly incorporate this design Into the overall building design Bracing Indicated is to prevent budding of individual bras web and/or chord members only, Additional temporary and permanent bracing MiTek' a always required for stability end to prevent collapse with poseele personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of tnases and ram systems, swANSVryII Cuppy Cdferia, VSB49 and SCSI Building Component 6904 Parke East aNd. Safety Nformalbmvolable from Truss Plate Insfii 218 N. Lee Shoot. Suite 312 Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Oly Ply GERALD MEAD ADDITION T18505326 057M JS5 Jack -Open 4 1 Jab Reference (optional) Gnambere In6s, Inc., tan Pierce, FL iSuzu s Ucl s 2ula MI I ex Inaustne5. Inc. I Ue Um ae U/:bb:bb 4Ule Scale=1:19.5 Plate Offsets (X Y)— f2:0-1-10 0-0-91 LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (loc) Vdetl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Ven(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Ven(CT) -0.05 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MP Wind(LL) 0.07 4-7 >947 240 Weight: 20 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=106/Mechanical, 2=318/0-4-0, 4=54/Mechanical Max Hors 2=273(LC 12) -Max Uplift 3=-131(LC 12), 2=-326(LC 12). 4=-4(LC 9) Max Gray 3=118(LC 17), 2=318(LC 1), 4=85(LC 3) FORCES. (lb) - Max. ComplJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=176mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opst h=15ft; B=22ft; L=17ft; eave=4ft; Cat. II; Exp C; Encl.,.GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-9-7, Intedor(1) 0-9-7 to 4-11-4 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 part bottom chord live load nonconcurent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of beading surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 4 except Ot=lb) 3=131, 2=326. Thomas A Albert PE No.39380 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 29,2019 O WARNWG-VerlfydeMgnparamelerseadREAO NOTES ON MIS AND INCLUDEDMREKBEFERANCEPAGEM&74Mimv lNaa4015BEFORE USE Deslgn valid for use only with MOekQa connectors. MIS desgn Is based only upon parameters shown, and Is for an Indvidual building component, not a huss syslam. Before use. the bmldirg designer must verity the applicability of desgn parameters and property incomorofe this design Into Me overall building design. Bracing Indicated 6 fo prevent buckling of Individual truss web and/or chord members only.. Additional temporary and permonent bracing MiTek' 6 always reauaed for stoically and to prevent collapse wIM passible personal Injury and properly damage. For general gultlance regarding the fabrication. stooge, delivery, erection and bracing of busses and toss systems. seeANWIPII CuaolY Cmodo, D3549 and ICSI building Component 6906 Parke East Blvd.Solely bllottna1tblPyaaable from Truss Nate Institute, 218 N. Lee Street, SuiteMax(dri¢ 312. MaxVA 2P l4. Tampa, FL W610 Job Truss Tnas Type 0tY Ply EA GERALD MD ADDITION T18505327 057848 JS7 Jack -Open 3 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.32D s Oct 9 2019 MTek Industries, Inc. Tue Oct 29 07:55:57 2019 Page 1 ID:9AX2zSW tJaRKHYxeDvUmSizt kiz-Ml enGgifgLEgOeZK1 OL_07508gO62Zts W Oo1 rlyOcgW 2 60 7-0-0 2-o-o i 7-0-0 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (roc) Udell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.08 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.17 4-7 >481 240 BCLL 0.0 ' Rep Stress Inor YES WB 0.00 Horz(CT) -0.01 3 rJa n/a BCDL 10.0 Code FBC2017?PI2014 Malls -MP Wind(LL) 0.18 4-7 >471 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=158/Mechanical, 2=385/0-4-0, 4=82M1echanical Max Horz 2=341(LC 12) Max Uplift 3=-204(LC 12), 2=-349(LC 12), 4=-12(LC 12) Max Grav 3=175(LC 17), 2=385(LC 1), 4=123(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. Scale: 1rz-=I' PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6rO-O oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDLa3.Opsf; h=15ft; B=22ft; L=17ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 0-9-7. Interior(1) 0-9-7 to 6-11-4 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 nonconcument 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 girders) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by ofhers) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=204,2=349. Thomas A Albani PE No.39380 Mirek USA, Inc. FL Ced 6634 69114 Parke East Blvd. Tampa FL 33610 Date: October 29,2019 AwANNINO-VM1ydeslgnperametersendREAONOrESONMN ANOWCLUOEOMREKNEF NCEPAGERX74n®v.100D120156EFOREUSE Design validfor use arty WM Mnel,®connectom TW desgn b based only upon parameters show and 6 for an indMdual bulding component. not a trus system. Before use. the bUldhg deegner must ved ly Me apWaabJlly of design parameters and properly incorporate MIs design Into the overall buading design. Brachg Indicated is to prevent budding of MOMdualMm web and/or chord members only. Additional temporary and permanent bracing MiTek' IS always required tar stability and to prevent collopse will possble personal Injury and properly damage. Far gsnorol guidance regarding the fabrication. storage. delivery, erectlon and bracing of Ines and tnm systems, weANSWII CuoOy CRnb. D9349 and SCSI Budding Componml 69M Parke East 87yd. Safety NlommSolgvoiroble from Truss Rate InstlMe. 218 N. lee Sheet Suite 312 Alexandra. VA M14. Tampa, FL 33610 Job • Truss Truss Type Oty Ply GERALD MEAD ADDITION T78505328 Q57848 KJS7 Diagonal Hip Girder P 1 Job Reference (optional) Chambers Thus, Inc., Fort Pierce, FL 8.320 s Oct 9 2019 MTek Industries, Inc. Tue Oct 29 07:55:58 2019 Page 1 I D:9Ax2zS W tJaRKHYxeDVUmSizl kiz-PUb07crKOLTSHADmukvaXcYHtX?ffO805A9LaDyOcgV -2-9-15 5-4.14 9-10.1 2-9.15 5.4.14 I 4-5-3 Scale =1:24.5 Ia . 1 i LOADING (PSI) SPACING- 2-0-0 CSI. DEFL in (loc) I/deO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.46 Vert(L-) -0.15 7-10 >765 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.16 7-10 >754 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.49 Horz(CT) 0.02 5 r✓a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 42 lb F7=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purists. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-1-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=125/Mechaniml, 2=463/0-4-3, 5=274/Mechanical Max Horz 2=339(LC 8) Max Uplift 4=-158(LC 8), 2=591(LC 8). 5=-199(LC 8) Max Gmv 4=125(LC 1), 2=720(LC 28), 5=374(LC 29) FORCES. (lb) - Matt ComplMax. Ten. -All fames 250 (lb) or less except when shown. TOP CHORD 2-3— 1630/670 BOT CHORD 2-7=-792/1391, 6-7= 798/1373 WEBS 3-7=0/316,3-6=-13S31785 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=22ft; L=17ft; eave=4ft; Cat. 11; Fxp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60,plate grip DOL=1.60 2) This truss has been designed fora 10.0lost bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to gmin value using ANSBTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=158, 2=591, 5=199. 7) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 157 lb down and 99 It, up at 1-6-1, 1571b down and 99 lb up at 1-0-1, 124 lb down and 63 lb up at 4-", 1241b down and 631b up at 4-4-0, and 1591b down and 1541b up at 7-1-15, and 169 Ib down and 154 Ib up at 7-1-15 on top chord, and 137 lb down and 85 lb up at 1-6-1. 1371b down and 85 Ib up at 1-6-1, 40 lb down and 1 Ib up at 4-4-0, 401b down and 1 Ib up at 4-4-0, and 47 lb down and 18 lb up at 7-1-15, and 471b down and 18 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Thomas A. Albani PE No.39380 Uniform Loads (plf) M Vert: 1-4=-54, 5-8=-20 Tek USA, Inc. FL Celtmpa Concentrated Loads (lb) 69W Parke East Blvd. Tampa FL 33610 Vert: 11=46(F=23, B=23) 13=-59(F=-29, B=29) 14=77(F=39, 8=39) 15=3(F=1, B=1) 16=-51(F=-25, B=-25) Dale: October 29,2019 OWABNWG-Verifydes/Snparemefersend BEAD NOTES ON TN/SANDB/CLUDEOMI KBEFEBANCEPAGEMIF7MmJ Yeaullp16BEFORE USE Design valid for use only wlrh MRek®comectors. IDb dadgn Is based only upon parameters shown, and a for an Individual building component, not ��- a truss system. Before use, the Wlld'ag designer must verify the opplicoloaity of design parameters and properly Incorporate this design Into the overall b%Ad'ngdesgn. Bracing Indicated is to prevent bucMingofindividualtnissweband/or chord members only. AddHlmoltemporarymcipemonentbfocing MTek' Is olways re9uhed for stabMty and to prevent tollopsewith possible personal ktktry and property damage. Forgeneralguldanceregardingthe toWimrion. storage, delivery, crouton and bracing of Inures and truss systems seeAN3VrPi1 Cuolily Cdleft DSMP and BC91 Building Component 690a Parke East Blvd. Barely Nformationavc1oble from Truss Rate assthde, 218 N. We Street. suite 312. Alexandria. VA 22314. Tampa, FL Met Job Truss Truss Type Dry Ply GERALD MEAD ADDITION T78505329 Q57848 S Root Special 3 1 Job Reference (optional) Chambers Thus, Inc., Fort Pierce, FL 8.320 s Oct 9 2019 MTek Industries, Inc. Tue Oct 29 07:55:59 2019 Scale = 1:34.1 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lac) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vel LL) -0.07 9-12 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC -0.33 Verl(CT) -0.17 9-12 >999 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.34 Hoa(CT) 0.08 6 n/a r✓a BCDL 10.0 Code FBC2017yrP12014 MatdX-MS Wind(LL) 0.10 9-12 >999 240 Weight: 73 lb FT=20% LUMBER- BRACING. TOP CHORD 20 SP M 30 TOP CHORD Structural wood sheathing directly applied ors-5-10 oc pudins. BOTCHORD 2x4 SP M30 BOTCHORD Rigid ceiling directly applied or 8-4-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=728/0-4-0, 6=728/0-4-0 Max Horz 2=-195(LC 10) Max Uplift 2=-641(LC 12). 6=-641(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-15B8/914, 3-4=-1627/1244, 4-5=-1627/1304, 5-6_ 1588/977 BOTCHORD 2-9=-603/1454, 8-9=-342/996, 6-8=-716/1413 WEBS 4-8=-696/938, 5-8=451/631, 4-9=-871/987, 3-9=437/638 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst h=15ft; B=22h; L=17ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-9-7, Intedor(1) 0-9-7 to 8-4-0, EMedor(2) 8-4-0 to 114-0, Interior(1) 114-0 to 18-8-13 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSVTP11 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except ()t=lb) 2=641, 6--641. Thomas A. Albani PE No.39380 MTek USA, Inc. FL Celt 6634 6904 Padre East Blvd. Tampa FL 33610, Date: October 29,2019 Q WAFNWG-Vedfydeslgnperemeteneed BEAONOTES ON THWANOWCLUOEOMmEKBEFEBANCEPAGEM674M.m. 10AW2015BEFOBE USE Design valkf for use only with Mgek®connectors. nas design is based only upon parameters shown and is for an hdNlduol building component.not �■ a truss system. Before use. Me building designer must verify the applicability of design parameters and properly incorporate Mls design into Me overall `■ building design. Bracing indicated is to prevent buckling of individual truss web and/orr chord members only. Additlanal temporary and pemranent bracing MiTek' U always required for stability and to prevent collapse win possible personal hi(ury and property damage. For general guidance regarding Me fabrication storage. doWery. erection antl bracing of trusses and bras systems. weANSVIPII Quart y Cmerb. DSB419 and BCSI Building Component 69N Parka East BNd. tasty Mm fomfbnavoilable from Two Role IashNte, 218 M Lee Sheet Suite 312. Alexandra. VA 22314. Tampa. FL W610 Job Truss Thus Type city Ply GERALD MEAD ADDITION T78505330 Q57848 S1 Roof Special 4 1 Jab Reference (optional) Chambers Truss, Inc., Fart Pierce, FL 8.320 s Oct 9 2019 MiTek Industries, Inc. Tue Oct 29 07:56:00 2019 Page 1 ID:9AX2zS W DaRKHYxeDvUmSizl ldz-MsjnOHtbybjpXTN809x2cl d WLgKJKwJYUeSe6yOcgT -2-0.0 6-8.0 7-1-8 8-4.0 40.8 1p-0.0 16-0-0 18-8-0 f- 2-0-0 1 6.8-0 -& 7-2.8 1 1-2-8 5- 6.8.0 1 2.0-0 Scale = 1:34.1 4x4 = LOADING (psI) TOLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 _ SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber I 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TO 0.34 BC 0.49 WB 0.34 Matrix -MS DEFL in Vert(LL) -0.07 VerI CT) -0.17 Horz(CT) 0.08 W1nd(LL) 0.10 (loc) Udell Ud 8-23 >999 360 8-23 >999 240 6 n/a n/a 8-23 >999 240 PLATES GRIP MT20 244/190 Weight: 98111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc pudins. BOT CHORD 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-9,8-9,6-8: 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=728/0-4-0, 6=728/0-4-0 Max Harz 2=195(LC 11) Max Uplift 2=-641(LC 12). 6=-641(LC 12) FORCES. (lb) - Max. CompJMax Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1588/914, 3A--1627/1244, 4-5=-1627/1304, 5-6=-1588/977 BOT CHORD 2-9=-603/1454, e-9=-342J996, 6-8=-716/1413 WEBS 4-8=-896/938, 4-9=-871/987, 3-9=-437/638, 5-8=-051/631 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst; BCDL=3.Dpst h=15ff, B=22R; L=17ft; eave=41t; Cat. 11; Exp C; Encl., GCpi=O.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 0-9-7. Intedor(1) 0-9-7 to BA-0, Extedor(2) 8-4-0 to 11-0-0, Intedor(1) I IA-0 to 18-8-13 zone;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x3 MT20 unless otherwise indicated. 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 thebottom 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. 6) Bearing atjoint(s) 2, 6 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=641. 6--641. Thomas A Albani PE Nc.39380 MTek USA, Inc. FL Cert 6634 SS04 Parke East Blvd. Tampa FL 33610 Date: October 29,2019 QWARNWG-yenl7CBSISn Pemmele9erMREADN0TESON THISANDINCLUDEDMNEKREFERANCEPAGEM 74Ml 1�15BEFORE USE Design valid tar use only with Meek® connectors. lbh design Is based only upon parameters shown, and Is for an Individual Wrong component, not a buts system. Before use. the building designer must verify the opplicabeity, of desIgn parameters and properly incorporate this design into me overall buedingdeslgn. Bracing indicated hto pieventbuckling of lndMdual tmssweband/or chord membersonly. Addrional temporary and permanentbracing MiTek- baWayssequtredforstabllityantltopreventcollapsewithpossiblepersorwlinjuryandpropertydamage. For general guidance regarding Me fabrication, storage, delNery, erection and bracing of busses and truss systems, saeANSUTPII Qua2ly, CIBldp, OSS49 and BCSI Building Component 69N Parke East Bald. Safety Informolbnovallobie from Tt ss Rate InsMute, 218 N. Lee Sheet Sulte 312 Alexandrlo, VA 22314. Tampa, FL M610 Job Thus Truss Type Cry Ply GERALD MEAD ADDITION T78505331 057848 V4 Valley 1 1 Job Reference(optionallf Chambers Truss, Inc., Fort Pierce, FL 3x4 4 8.320 s Oct 9 2019 MiTek Industries, Inc. Tue Oct 29 07:56:02 2019 Page 1 ID:9AX2zS W tJaRKHYxeDvUmSizl kiz-IFrXgwrUD](mnXX7azW hSi2y9R7Noc7o77{_yOogR 3x6 = 2 3x4 Scale =19.7 LOADING (pst) SPACING- 2-0-0 CSI. DEFL In (loc) Hell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber COL. 1.25 BC 0.15 Vert(CT) n/a - rJa 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a We BCDL 10.0 Code FBC20171rP12014 Matrix-P Weight: 11 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (Ib/size) 1=102/4-0-0, 3=102/4-M Max Horz 1=26(LC 11) Max Uplift 1=-75(LC 12), 3=-75(LC 12) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsf; h=1511; 8=22ft; L=17ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chard live load nonconcurrent with any other live loads. 5) ' This Imes has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 751b uplift at joint 1 and 751b uplift at joint 3. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 29,2019 0 WARND/G-Ver/ryd.Wgnperemelenend NERDNOTES ON WISANOINCLUDEDIAREKREFERANCEPAGEA 7473re, 100Yle15 BEFORE USE Design valid for use Only with Mliek® connectors. irks design b based oNy upon parameters shown, and a far an MMdual building component not o truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall buadingdesgn. Bracing Indicated is to prevent Warring of lntlNiduol Muss web and/or chord members only. Additional temporary and permanent bracing Is always real for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding fie fobricatiorm storage, det"ry, erection and bracing of trusses and truss systems, weANSVrpil Quality Criteria. OSSA9 and SCSI EuldYlp Component Safety feroano6pMvoiloble from Truss More InsMute. 218 N. Lee Street. Sutle 312 Alexonma. VA 22314. MiTek' 69" Parke East Bind. Tampa, FL 33610 Job Truss Truss Type Ory Ply GERALD MEAD ADDITION T18505332 Q57MO Ve. Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort YlerCs, FL 3x4 G 2x3 II b.JZU s Um a zUle MI IeK inausmes, mc. 1 Ue UQ Za Vf;ao;UJ Za1U rage 1 ID:9AK2zSWtJaRKHYxe0vUmSizl ltiz-mROv2JvTFW600x5jhHMEIF7vYmiW Ig1ESt6FWcgO 40 = 2 7 4 LOADING (psr) SPACING- 2-0-0 CSI. DEFL in (too) Vdefl Ud TCLL 20.0 Plate Gdp DOL 1.25 TIC0.57 Vert(LL) n/a - rl/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES We 0.08 Hoa(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOTCHORD 2x4SPNo.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=125/8-0-0, 3=125/8-0-0, 4=250/8-M Max Harz 1=64(LC 11) Max Uplift 1=-114(LC 12), 3=-114(LC 12), 4=-137(LC 12) Max Gray 1=125(LC 1), 3=126(LC 18), 4=250(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-165/262 3x4 Scale=1:15.1 PLATES GRIP MT20 2441190 Weight: 251b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=22f ; L=17f ; eave=Aft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7, Intedogl) 3-7-7 to 4-0-0, Extedor(2) 4-M to 7-0-0, Interior(1) 7-0-0 to 7-4-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst On the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 114 lb uplift at joint 1, 114 lb uplift at joint 3 and 137 lb uplift at joint 4. Thomas A Albani PE No.39380 MTek USA, Inc. FL Cert 6634 6903 Parke East Blvd. Tampa FL 33610 Date: October 29,2019 QWABNWG-Vedrydealgnparemetersend NEADNOMSGNMSANDWCLUDEDMDEKNEFENANCEPAGEM674mmre lgAGR015BEFONEUSE Dedgn valld for use only with Wei connectors. ihh desgn is based only upon parameters shown and Is for on IntlMtluol bulldIng component, not ��- a hus sydam. Before use. Me bWdmg dedgner must verify the applicability of desgn parameters and property Incorporate this design Into the overall budding design•&acing Indicated is to prevent buctling of NDMduol tens web and/or chord members only. Addition temporary and permanent bracing MiTek' Is always required for stoblity and to prevent collapse with amble personal Injury and properly damage. For general guidance regarding Me tobficabors storage, delivery. erection and bracing of trusses and Mra systems weANSV?II Quality Ciftedo, DS549 and 501 Building Component 6904 Palle East BNd. Safety WonnolbrpvaloWe from Tens Rate Institute, 278 N. We Street, Sulte 312. Alexandria VA 22314. Tampa, FL 33610 Job Truss city Ply GERALD MEAD ADDITION T78505333 057M �TrussType V12 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fan Pierce, FL 8.320 a Oct 9 2019 MiTek Industries, Inc. Too Oct 29 07:56:01 2019 Page 1 ID:9A%2zSW tJaRKHYxeDvDmSiZI kiz-g3H9ddt0jvsg8dyKZsSH9E9jH102mSn80DAYyOcgS 640 12-0.0 ' 6-0-0 I 6.0-0. ' Scale = 1:21.5 4x5 = 3x4 i 2.3 11 3x4 LOADING (psf) SPACING- 2-0-0 CS'. OEFL. In (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Ven(LL) n/a - n/a 999 MT20 2441190 TCDL 7.0 I Lumber DOL 1.25 BC 0.48 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WEI 0.10 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-S Weight: 39 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=180/12-0-0, 3=180/12-0- , 4=437/12-0-0 Max Harz 1— 101(LC 10) Max Uplift 1=-152(LC 12), 3=-152(LC 12), 4=-277(LC 12) Max Gmv 1=182(LC 21), 3=185(LC 18), 4=437(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-282/350 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE?-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15h; B=22h; L=17f; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 6-0-0, Extedor(2) 6-0-0 to 9-0-0, Intedor(1) 9-0-0 to 11-4-9 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 6t=lb) 1=152, 3=152, 4=277. Thomas A Alban! PE Na.39380 MTek USA, Inc. FL Ced 6634 6904 Parke East Blvd Tampa FL 33610 Date: October 29,2019 OWARNWG-Verily dealgn,arartrehis and READ NOTES ON THIS AND INCLUDED MD£KNEFENANDE PAGE M6742t? m. 109212015 BEFORE USE Design valid for use only with Mffek8 canneciors. This derign Is based only upon parameters shown, and Is for an individual building component, not a mass system. Before use. the building designer must verity the oppllcablllN of design parameters and properly incoiporote this design Into to overall building design. Bracing Indicated Is to prevent buciding of lndivicuol truss web and/or Chad members only. Addtllanol ternwrory and permanent bracing b always required for stablliry and to prevent collapse wllh possible personal injury and property damage. For general guidance regording Me fobricaflon, storage, delivery, erection and booing of tmeees and truss systems. weANSIRRI Quality Caloric. DSB419 and 801 Building Component Safely brfprmelbrsovolloble from Truss Rote Insffute. 218 N. use Street, Suite 312 Alexandria. VA 22314. MiTek' 6904 Parts East Blvd. Tampa, FL 33610 Jab Truss Truss Type 0ty Ply GERALD MEAD ADDITION T78505334 057848 V16 Valley 1 1 Job Reference (optional) 1 naahoem I Mss, mc.. an r ame, rL eaeu s um u zurs ml I ex Inausmes, inc. me ucr ze urbti:u1 euta Scale - 1:27.0 4x4 = 3 3x4 i 8 7 6 3x4 C 2Y3 II 2.3 II 23 II 6.0-0 LOADING (pet) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdett Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) n/a - Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress [nor YES WB 0.14 Hoa(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-S Weight: 61 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 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 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-0-0. (lb)- Max Horz 1=139(LC 11) Max Uplift All uplift 1001b or less at joint(s) except 1— 100(LC 12), 5=400(LC 12), 7=-102(LC 1). 6=-416(LC 12). 8=-416(LC 12) Max Gmv All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=467(LC 18), 8=467(LC 17) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-6=-324/456,2-8=-324/456 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=22ft; L=17ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteriar(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 8-0-0, Exterior(2) 8-0-0 to 11-0-0. Interior(l) 11-0-0 to 15-4-9 zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyotherlive 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint 1, 100 lb uplift at joint 5, 102 Ib uplift at joint 7, 416 lb uplift at joint 6 and 416 lb uplift at joint 8. Thomas A. Alban! PE No.39390 MTek USA, Inc. FL Cart 6SU 6934 Parke East Blvd. Tampa FL 33610 Date: October 29,2019 Q WARNING -VMfy dm19npmame&..d READ NOTES ON TNISMA)MCLUDED M177EKREF£RANCEPAGEMIL74M... 11103,2015BEFORE USE De9gn valid for use only with MiTeWconnectors. Tins design h based only upon parameters shown, and 1; for an IndMOual building component, not a truss system. Before use, the building designer must verity the oppllc Malty of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent building of hdMduol tnus web and/or chord members only.. Addilionol temporary and permanent bracing b always required for stoollty and to prevent collapse with possible personal Maury and ptopeM damage. For general guidance regwdhg the fabrication, storage. dervery, erection and bracing of Muses and truss systems seeANSVIPII Quality CaMrlo, DSB49 and BCSI Building Component Safety Informatlprgvailable from Trim Rate Institute. 218 N. We Street. Suee 312 Alexandria. VA 22314. MiTek' 69N Parke East Blvd. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 374 Center plate on joint unless x, y offsets are indicated. Dimensions are In ft-in-slxteenths. Apply plates to both sides of truss and fully embed teeth. 1 For 4 x 2 orientation, locate plates 0-14e' from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. • Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension Is The length parallel to slots. LATERAL BRACING LOCATION by text In by symbol shown and/or by text in the bracing section of The output. Use T or I bracing If Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but 4e� 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 I 6-4-8 I dimensions shown t fiscal deenihs IIjl (Drawings not to scale) JOINTS ARE GENERALLY NUMBEREDAETTERED 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-1 311, ESR-1 352, ESR 1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSIfTPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITekO All Rights Reserved MTek 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 truss at 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/rPI 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 purlins provided at spacing indicated on design. 14, Bottom chords require lateral bracing of 10 ft. spacing. or less, If no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/IPI 1 Quality Criteria.