Loading...
HomeMy WebLinkAboutTRUSS PAPERWORKRE: M11323 62' Grand Carlton III with porch Site Information: Customer: WYNNNE DEVELOPEMENT CORP Project Name: M11323 Lot/Block: Model:- Mf1323 Address: N/A City: PORT ST LUCIE Subdivision: State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 3361WANNED 1. BY St. Lucie County General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017ITP12014 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 a 2/21/18 2 a5 2/21/18 4 as a7 221/18 6 2/21/18 a9 21 18 9 2/21/18 9 ggra 18 2/21/18 T13302398 1Erb 10 T13302399 j4 2/21/18 11 T13302400 16 2/21/18 12 T13302401 8 2/21/18 13 T13302402 rj8 2/21118 RECEIVED FEB 11 Z019 ST. Lucie County, Permitting 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, 2019. Florida COA:6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIIrPI 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 ANSLTPI 1, Chapter 2. 1ofl Thomas A Albanl PE No.39380 Mriek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R 33610 February 21,2018 Albani, Thomas T13302390 T13302391 T13302392 T13302393 T13302394 T13302395 T13302396 T13302397 Job Truss Truss Type City Ply Grand Carton III with porch T73302390 M11323 A COMMON 9 1 �62' Job Reference (optional) rubb,i rom nerce, " 4.00 12 415 27 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 21 14:19:53 2018 Page 1 rKnnZweXvJckSFBmuFUN-IItla6GS6xdm_ITrGI?CZC IGrGmYZaVX7111xziuKK scale a 1:57.8 if - 15 14 12 US = 2.3 11 4x6 = 3s6 = 3x8 = 46 = w 11 3x5 = 6-7-73 12-413 21-7-3 27-0-3 34-0.0 6-7-13 5-9-6 9-2-7 5-&0 6-7-13 Plate Offsets (X Y)-- [2:0-0-2 Edgel [10:0-0-2 Edgel LOADING (psf) SPACING- 2-M CSI. DEFL. In (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL. 1.25 TC 0.39 Vert(L-) 0.32 14-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.61 14-15 >670 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.65 Horz(CT) 0.12 10 n1a We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 163 lb FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1362/0-8-0, 10=1362/0-8-0 Max Horz 2=-179(LC 8) Max Uplift 2=832(LC 10), 10=-832(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purtins. BOT CHORD Rigid ceiling directly applied or 4-11-7 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3419/2395,3-5=-2771/2031,5-6=-2770/2152,6-7=-2770/2152, 7-9=-2771/2031, 9-10=3419/2395 BOT CHORD 2-17= 2132/3213, 15-17= 2132/3213, 14-15=-1269/2000, 12-14=-2132/3213, 10-12=-2132/3213 WEBS 6-14>635/983, 7-14=-313/362, 9-14=-689/499, 6-15=-635/983, 5-15=-313/362, 3-15=-689/499 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=141t; B=52ft; L=34ft; eave=6ft; Cal. II; Exp C; Encl.. GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-13, Interior(i) 2-4-13 to 13-7-3, Exterior(2) 13-7-3 to 17-0-0. Interior(l) 20-4-13 to 31-7-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load 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, with BCDL= 10.Ops1. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 2=832,10=832. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 47 lb up at 15-0-0, and 50 lb down and 47 Ito up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-6=-54, 6-11=-54, 18-21=-20 Concentrated Loads (lb) Vert: 26_ 50(F) 27=.50(F) Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,201 S Q WABNWG-Vedfydesl9npar.mefeM.dREAD NOTES ON THISANDWCLUDEDUmEKREFERANCEPAGEMILT4YJlev. faAD2p15BUORE USE Design valid for use onlywlM MRek®connectors. ibis design 6 bgsad only upon parameters shown. and Is for qn IntlMtluel build ing component. not q truss system. Bpfore use. me buiitling devgner must verity me gppllcob" of tle4gn parameters and properly Incorporo.. this design Into Me overall bulltling tlesign. Bradng lntlicbt0tl is to prevent buckling of lndNldud imaweb and/or chord members only. Atld6lonDl temporary and permanent bracing Mire k' Is always requiredfar siabllI, and to prevent collapse wlm possible personal lnJury gntl property tlgmgge. Far general guidance regortling }ne lobricatlon, storage, tlelNery, erecnon cntl braNng of busses and buss systems. seeAN5U1Pll -;ban De., and lCSI 6uldhsp Component 6904 Peke East BNd. Salary N/oenatbNvglioble ham Tmss P.m InsN1We."a N. Lee Sheet. Suite 312 Alexandria. VA 22314. Tamp., FL M610 Job Truss Truss Type IOtY Ply 62' Grand Carlton III with porch T73302391 M11323 AS SPECIAL 9 1 Job Reference (colonel) msS, Inc., 1.01"1 Fierce, FL 4.00 12 5xB II 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 21 14:19:54 2018 Page 1 1GhXVARzUkwuFUM-BURanSH4tRdc92la'rWR60XDvFX H1UfmhlbZNLUKJ Scale a 1:59.8 13 12 3x12 2.0012 5x12 = W 11 3x6 = 0 10.6-4 20-4-8 I 26.4.0 34-0-0 1n-" n-1 r44 5-11-R ].RA Plate Offsets (X,Y)-- 12:0-1-15 Edael f4:02-0 Edoel 110:0-0-6 Edgel LOADING (psf) SPACING- 2-M CSL DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Ven(LL) 0.76 14 >539 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Ven(CT) -1.1813-14 >344 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(CT) 0.36 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 155 Ib FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 6-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc puffins. BOT CHORD Rigid ceiling directly applied or 3-9-12 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (Ib/size) 2=1312/0-8-0, 10=1312/0-8-0 Max Harz 2=-179(LC 8) Max Uplift 2=803(LC 10). 10=-803(LC 10) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5529/3776,3-5=-5164/3538,5-6=-5209/3667,6-7=-2424/1902,7-9=-2462/1813, 9-10=-3195/2210 BOT CHORD 2-14=-3466/5266, 13-14=-1305/2115, 12-13=-1948/2995, 10-12=-1948/2995 WEBS 3-14=-355/314, 5-14=-293/354, 6-14=-2175/3326, 6-13=-279/534, 7-13= 237/277, 9-13=-786/560, 9-12=0/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 13-7-3, Exterior(2) 13-7-3 to 17-0-0, Interior(1) 20-6-4 to 31-7-3 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chard In all areas where a rectangle 3-e-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) except (jt=lb) 2=803, 10=803. Thomas A. Albani PE Nc.39380 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 Q WARNMG.VeHfydeslgnparamefem.dREAONOTES ON MZANOINCLUUEOMREKREFERANCEPAGEMIP7M-v. fa41Y1U15BEFORE USE Design valid for use only with Mfi connectors. This design Is based only upon parameters shown. and Is for on indNltlual building component, not a huss system. Before use, the building designer must very me opplicabllity of design parameters and properly Incorporate this design Into me overall bulldhgdedgn. Bracing Indicated Is to prevent buckling ofIndividual nussweb and/or chord members only. Additional temporaryoWpermanent brocing MiTek' Is always required for stability and to prevent collapse with possible personol injury and property damage. For general guidance regarding the fabricatan, storage, delivey, erection and bracing of hosseS and truss systems. seeANSVTPII DualBByy Criteria. DSB49 and SCSI Building Component 6904 Parke East Blvd. Safely Informationowenoble from Truss Plate Institute. 218 N. Lee Street Sure 312, Ali VA 21 14. Tampa, FL 33610 Job Truss Truss Type Cry, Ply 62' Grand Callon III with porch T73302392 M11323 A6 SPECIAL 1 1 Job Reference (optional) Ghembers True, Inc., Fort Pierce, FL 8.130 s Sep 152017 MiTek Industries, Inc. Wed Feb 21 14:19:55 2018 us b 4.00 12 3x12 = 2.00 12 6x8 = Sx6 = Sx6 = ME 10.E+4 15-0-0 I 1fi-o-8 l 25-7--715 .5-1210.6-4 I -Via 3x6 = Scale = 1:61.9 Plate Offsets (X,Y)— I2:0-1-15 Edgel 13:0-3-0 Edgel f5:0-4-0 0-2-31 I7:0-2-7 Edgel 19:0-0-6 Edgel LOADING last) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl 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 Vert(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 ala BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Weight: 157111, FT=O% LUMBER - TOP CHORD 2x4 SP M 30 •Except- 3-5,6-7: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except' 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=131210-8-0, 9=1312/0-8-0 Max Ho¢ 2=-169(LC 8) Max Uplift 2=-803(LC 10), 9=-803(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-5491/3336, 4-5=-5095/3071, 5-6=-2314/1551, 6.8=-2398/1533, 8-9=-3199/1981 BOTCHORD 2-14=-3040/5224, 13-14=-1195/2361, 12-13=-1123/2199, 11-12=-1731/3001, 9-11=-1731/3001 WEBS 4-14=-492/513,5-14=-1707/2959,5-13=-405/196, 6-13=-179/522,8-12— 893/660, 8-11=01303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=14ff; B=52h; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 31-7-3, Exteder(2) 31-7-3 to 35-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load 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/rPI 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 joints) except 01=1b) 2=803, 9=803. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 21,2018 O WARNWG-Verily deslgnpans.dearantl READ NOTES ON MIS AND INCLUDED MIFEK REFERANCE PAGE MW473.111111 BEFORE USE. Design valid for use only with MBek® Connectors. This design Is based onlyupon parameters shown, and Is for on Individual bullding component not a buss system. Before use, the building designer must verify the applicablllry of design parameters and properly incorporate this design Into the overall bullOingdesign. Bracing Indicated Isla prevent buckling of lndNlduol trussweb and/or chord members only. Additional temporary and permanent bracing Is always required for stablllty, and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the MiTek' fobrleotlon. storage, delivery, erection and bracing of trusses and truss systems. seeANSWII Quality Criteria, DSBa19 and SCSI Bulding Component 6904 Parke East Blvd. Safety Inforrialbsrnoiloble from Truss Plate Institute. 218 N. tee Sheet. Sulte 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty, Ply Carton III with porch T73302393 M11323 A7 SPECIAL 1 1 �62'Grand Job Reference o tional uss, Inc., hod Fierce, FL 8.130 s Sep 152017 MiTek Industries, Inc. Wed Fab 21 14:19:562018 a 00 3x12 = 2.00 12 5x6 = to 9 5x12 = 2x3 II 10.6-0 14.0-0 20-4-B 25-11-15 34-0-0 10.6-0 3-5-12 1 -4 &7-7 8.61 316 = Scale = 1:60S Plate Offsets (X,Y)— 12:0-1-15 Edgel t4:0-4-0 0-2-31 17:0.0-2 Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.83 Vert(LL) 0.66 11 >616 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.10. 10-11 >369 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.34 7 rda We BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 1471b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 *Except' 4-11: 2x4 SP M 30 REACTIONS. (lb/size) 2=1312/0-8-0, 7=1312/0-8-0 Max Harz 2= 149(LC 8) Max Uplift 2= 803(LC 10), 7=-803(LC 10) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5484/3370, 3-4=-5116/3126, 4-5_ 2229/1544, 5-6=-2448/1599, 6-7=-3169/1993 BOTCHORD 2-11=-3071/5219,10-11=-1590/2874,9-10=-1738/296B,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 Structural wood sheathing directly applied or 2-2-0 act puriins. Rigid ceiling directly applied or 4-0-2 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C;Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 31-7-3, Exterior(2) 31-7-3 to 35-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf 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 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 100lb uplift at joint(s) except (jt=lb) 2=803, 7=803. Thomas A Alban! PE No.39380 Mt rek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 Q WARNING-Vedfytleslgn parameters antl READ NOTES ON TIUSAND INCLUDED MITEKNEFENANCEPAGEM6741arev. laIM5015BEFONEUSE Design volid for use only with MOek(D connectors. This design Is owed only upon parameters shown, and Is for an Indlvldual building component not a hum system. Before use, the feu ldlng designer must verify the appleabYlN of design parameters and property Incorporate this deslgn Into me overall bulldingdeslgn. Bracing Indicated is to prevent buckling of lnd0dual from web and/or chord members only. Additional temporary and permonentbracing Is always required for stablllty and to prevent collapse with possible persorol injury and property damage. For general guldonce regarding the fabrlcatlonstorage. daivery, erection and bracing of homes and hum systems, seeANSIRPI I CualMSyy Cdfedo, DSA9 and SCSI Building Component Safety hdoWnationavallable from Truss Plate Institute. 218 N. Lee Sheet, Sure 312 Alexandra. VA 22314. MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type PlyT62'Gmnd CedtonIII with porchT13302394M11323 AB :77TOtly SPECIAL eference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MiTek Industries, Wed Feb 21 14:19:57 2018 Scale = 1:60.6 5x6 = 4.00 12 4 21 3x4 = 2x3 11 5xe = 5 6 22 7 12 11 5x12 = 3x4= US = 302 = 2.00 12 10-6-4 20.4-B 22.0.0 34-0-0 10-6.4 9-10.4 1-7-8.1 12-0-0 Plate Offsets (X,Y)-- [2:0.1-15 Edge] [7:0-53 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Ved(LL) 0.6512-13 >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 Incr YES WB 0.69 Horz(CT) 0.33 9 rda n/a BCDL 10.0 Code FBC2017/TP12014. Matrix -MS Weight: 1541b FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or3-11-11 oc bracing. REACTIONS. (I alsize) 2=1312/0-8-0, 9=1312/0-8-0 Max Horz 2=-129(LC 8) Max Uplift 2=-803(LC 10), 9=-803(LC 10) FORCES. (lb) - Max, Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-548B/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= 300f797, 5-12=-894/601, 6-12=-265/263, 7-12=-294/391, 7-11= 374/691, 8-11=-535/502 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 24-13 to 31-7-3, Extedor(2) 31-7-3 to 35-0-0 zone;C-C for members and farces & 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 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 1001b uplift at joint(s) except (jt=lb) 2=803, 9=803. Thomas A Albani PE No.3938D MiTek USA, Inc. FL Cert 6034 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 Q WARNING-Verflydesf9epsremefaM.dREAD NOTES ON TNIBANDWCLUDED7 KREFERANCEPAGEMX74 .re. IaDY20ISBEFORE USE Design valid for use only with MOek®connectors. This design Is based only upon parometers shown, and Is for on IndMtlual building component not a truss system. Before use, me bulltling designer must verity the appllcablllry of design parameters and property Incorporate this design Into the overall buhdingdeslgn. Bracing Indicated is to prevent buckling of Individualtnasweband/or chord members only. Additional temporary and permanent bracing Is always required for stablily and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fcbdcWon, storage, deWery, erection and bracing of trusses and huss systems seeANSU1P11 Quail Cdtbda, DS049 and SCSI Building Component Safety Infomlaf anovoiloble from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria. VA 22314. ��' MiTek' 69N Parke East Blvd. Tampa, FL 33610 Job Thus Tmss Type Canton III with porchT73302395 A9 ::��FIY�6.2'G,.-1 HIP rence o tional --••••--•-••- •0••; •=•w••L a.iou s Sep m zuit miiex mausmes, me. Wee Feb n l4nu:od Zulu Pager ID-etCi cxC3ixVV?huls?ypJyuFUK-3FgBdpKbwTG353Mp3JbNGGidcs?ZDm3EgJ?ojBzi uKF -4 -3-0 3g~5-0.0.' 55.43-82711 I 5 0.0100 6G-77-15 340 ---14 0 Scale = 1:58.6 bx4 2x3 II 4x8 = 4.00 12 3xd = _ 4 24 525 26 6 27 7 0 3x5 = &B.= 3.6 = 6x8 = 3x6 = 3x4 = US I 10-0-o I 20-a-o i z4-o-o 34.0-0 tan-n in_a_ 0 I,h d Plate Offsets (XY)- 12:0-0-14 Edge] 17:0-5-4 0-2-01 19:0.3-14 0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (toe) 1/tlefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(-L) -0.1811-21 >917 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.3811-21 >432 240 BCLL 0.0 ' Rep Stress ]nor YES WE 0.89 Horz(CT) 0.02 13 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 156 lb FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. fib/size) 2=66310-8-0, 9=346/0-8-0, 13=161610-8-0 Max Horz 2=109(LC 9) Max Uplift 2=-430(LC 10), 9=.249(LC 10), 13=-928(LC 10) Max Grav 2=685(LC 19), 9=386(LC 20), 13=1616(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc pur ins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. fib) - Max. CompJMax. Ten. - All forces 250 fib) or less except when shown. TOP CHORD 2-3>1275/1025, 3-4=-913/708, 4-5=-8291705, 5-6- 565/807, 6-7=-565/807, 7-8=104/278, 8-9=.341/235 BOT CHORD 2-15=-836/1187, 13-15=-34/309, 11-13=-256/348, 9-11=-124/304 WEBS 3-15=-425/501, 5-15=-444/665, 5-13=-1215/1079, 6-13=-264/300, 7-11=-255/396, 8-11=-461/521, 7-13=-837/703 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=120mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=5211; L=34ft; eave=61t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 5-2-5, Exterior(2) 5-2-5 to 10-M, Interior(1) 14-9-11 to 19-2-5, Exterior(2) 24-0-0 to 35-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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 joints) except at=lb) 2=430, 9=249, 13=928. Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 Q w4RNWO-Ve1/fydes11nperamefelsend READ NOTES ON MSMDMCLUOEDMDENREPERANCEPAGEMIP74M.m.. 1a=015BEPORE USE Design v-Ild for use only with MReconm'O'O" AB tleslgn k based only upon parameters shown, antl Is for an IntlNiduo bulltling component. not a miss system. Before use, the bulltling tlesigner musiverify the applicability of tleslgn parameters and properly Incorporate ihh tleslgn Info }he overall isulltlingdeslgn.Bracinglndlcated6to prevent bucNingof lndNo .1 tntss web and/ -'chord members only. AtlMond temporory and permanent bracing MiTek' t always required for stability antl to prevent coliOpse wlm possible persom"Nury antl property d-moge. For general guloance regortling Me fabricotlon, storage. delNery, ereckon and bracing of trusses and trusssystems seeANSI/IPII CV�1y Crude. DSB49 cmd 8R1 au9dhy Wmpon.nt Sahty hrlormatbnwoliable hem s904 Pade East BNtl. Luss Plate Institute, 218 N. Lee Street Suite 312, Nex-ndtla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 6V Grand Carlton III with porch T13302396 M11323 GRA HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 21 14:19:59 2018 TOP CHORD MUST BE BRACED BY END JACKS. ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURLINS AS SPECIFIED. Scale = 1:60.6 3x5 = 3x6 11 34 = 6x8 = 3x6 = 6xB = 4x4 = 6x8 = 8-0-0 I 11-1-1 18-6.0 l 26-0-0 I 0-0-0 8-0-0 3-1-1 AM:! 7-6.0 8-0.0 Plate Offsets (X)Y)- [2:0-2-2,Edge1 [3:0-3-8.Edge] [21:0-3-8 Edge] 124:0„3-e 0-3-01 [27:0-3-e 0-3-01 - LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.20 24-35 >914 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.24 29-32 >552 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(CT) 0.02 22 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 194 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-5 cc puffins. BOT CHORD 2x4 SP M 30 Except: WEBS 2x4 SP No.3 1 Row at midpt 8-21 BOT CHORD Rigid ceiling directly applied or 6-M cc bracing. JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14 REACTIONS. All bearings 0-8-0. (lb) - Max Hom 2=-179(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) except 2=-351(LC 8), 27=-1168(LC e), 26=-1495(LC 8). 22=-625(LC 8) Max Gmv 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. (lb) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-621/387, 3-5=-3D4/838, 5-7=-588/1209, 7-8- 588/1209, 8-12=-588/1209, 12-13=-588/1209,13-15=-588/1209, 15-16=-588/1209,16-18_ 588/1209, 18-20=-2230/1280,20-21=-2230/1280,21-22=-2271/1263,6-9=-126/305, 9-11=-106/363, 11-14=-193/412,14-17=-94/271, 19-21=-143/272 BOT CHORD 2-29=-247/677, 27-29>189/540, 26-27=--779/446, 24-26=411/653, 22-24=-1083/2108 WEBS 3-29=-500/1176, 3-27=-1766/911, 5-27=-748/622, 5-26=-546/351, 13-26=-946/617, 18-26=-2412/1474,18-24=-94611780,21-24=-35/351,4-5=-608/514,19.20=-335/305, 14-15=-556/407, 11-12=-254/54 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.Opsh h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; E7p C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift at joint 2, 11681b uplift at joint 27, 1495 Ito uplift at joint 26 and 625 Ib uplift at joint 22. 8) Girder carries hip end with 8-0-0 end setback. 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9671b down and 461 lb up at 26-0-0. and 9671b down and 461 It, up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Thomas A Alban! PE No.39380 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ndard Q WARNING-V fi1ydes19nparemvhw&rd READN07ES ON TNISANDMCLUDEDMn KREFERANCEPAGEMU74"mv. fe'O31`015BEF01i Design valid for use only with MBeldi connectca. ibis design Is based only upon parameters shown. and Is for on Individual building component, not �� a hues system. Before use, the building designer mwtvadfy the oppllcobi ity of design parameters and properly Incorporate this desgn into the overall bulldIngdeslgn. Bracing lndected is to bucWhg of Individual true web and/or chord members only. Addltionol temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with posslbie personal injury and property damage. For general guidance regarding the fobricarlon, sledge. delivery, erection and bracing of hussas and truss systems. seeANSVrP11 Quail (',melxl, DSB-09 antl SCSI Su1dN0 Componml 6904 Parke East 13W. Safety Informc6on rvalloble from Truss Rafe Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL M610 Job Truss Truss Type Oty- Ply 62' Grand Cadton III with porch T13302396 M11323 GRA HIP 1 1 Job Reference a tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 21 14:19:59 2018 Page 2 ID:_elC1 cxC3ixVV7huls?yNyuFUK-XSEZg9LDhnO W Dx?c06cpTEfaGKGyBpOv:JMFbriuKE LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 21-23=-54, 29-30=-20, 24-29=-47(F= 27), 24-33=-20, 3-11=-126(F=-72), 11-21=-126(F= 72) Concentrated Loads (Ib) Vert: 29= 641(F) 24=-641(F) ,&WARNING-Verilydmt1viPeremelerseed READNOTES ON TMSANDINCLUDEDMIFEKREFERANCEPAGEM&74T3rev. IMIUMOISBEFOREUSE Design void for use only with Mirek® connectors. This design Is bused only upon parameters shown, and Is for an indlvIdual building component, not a fruss system. Before use, the building designer must verify the applicobllity of design parameters and properly Incorporate this deslgn Into the overall bulldhgdedgn. Bracing Indicated is to prevent bucWhg of individual truss web and/or chord members only, Addiflonaltemporaryondpennanentbrachg Is always required for stability and to prevent collapse with possible persorwl Injury and property damage, For general guldonce regarding the fabrication, storage, delivery, erection and brocing of husses and hum systems, seeANSVIPII Quality Criteria, OSS49 and SCSI Building Component Safety th/ormatbmvoilable from Truss Plate Institute, 218 N. Lee Sheet, Suite 31Z Alexandrie, VA 22314. ��• MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Typo City. Ply 62' Grand Cadton III vdth porch T13302397 M11323 GRB HIP 1 1 Joh Reference o tional was, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 21 14:20:01 2018 Page 1 4.00 12 4x6 = Sx8 MTI BHS= 3.6 II 4x10 = 2x3 II 4x6 = 5x6 = 6x12 — 2x3 II 6xl2 = 5x6 = 5xB MT18HS = 3x6 II Scale = 1:58.6 4x6 = LOADING (psf) SPACING- 2-0-0 C51. DEFL- in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.80 Verh LL) 0.22 16-19 >999 360 MT20 2441190 TCDL 7.0 Lumber I 1.25 BC 0.68 Vert(CT) -0.30 16-19 >820 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.90 Horz(CT) 0.06 9 n/a ri/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1531b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or3-1-14 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-14, 8-13, 6-13 4-14,7-13: 2x6 SP No.2 REACTIONS. (lb/size) 2=1269/0-8-0, 13=4057/0-8-0, 9=474/0-8-0 Max Horz 2=90(LC 7) Max Uplift 2=-853(LC 8), 13=-2590(LC 8), 9=-345(LC 8) Max Gray 2=1451(LC 13), 13=4743(LC 15), 9=528(LC 14) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3625/1950, 3-4=-2080/1236, 4-6=-2080/1236, 6-7=-1296/2589, 7-8=-1296/2589, 8-9=-751/370 BOT CHORD 2-16=-1729/3460, 14-16=-1753/3525, 11-13=-262/733,.9-11=241/668 WEBS 3-16=-435/1209, 3-14=-1552(774,4-14= 837/691,7-13=-8787713, 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=4.2psf; BCDL=3.Opsf; h=14fl; B=52tt; L=34f; eave=6tt; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 853 lb uplift at joint 2, 2590 Ib uplift at joint 13 and 345 lb uplift at joint 9. 8) Girder carries hip end with 8-0-0 end setback. 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 Its up at 26-0-0. and 967 lb down and 461 Its up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8= 131(F=-77), 8-10=-54, 16-17= 20, 11-16-- 49(F=-29), 11-20= 20 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: FebruarV 21,2018 Q WARNING- Venydaign pemmetemand NEAO NOTES ONTNISANOINCLUDED MITEN6EFENANCEPAGEMPT47a rev. 14'032015eEFONE USE Design valid for use only with MlfekO connectors. this design Is based only upon parameters shown, and Is for an Individual building component, not a buss system. Before use. Me building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buildingdeslgn. Braclng Indicated b to prevent budding of hdMduol truss web and/or chord members orry. Additlonalfemporaryondpenncnenibrccing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication storage. delivery, erection and bracing of trusses and huss systems seeAN9APll CuaftByy, CModa. DS549 and BCSI Building Component Safety Imcamatbrnvctiabie from Truss Plate Instilum. 218 N. We Sheet, Suite 312, Alexandria, VA 22314. MiTek' 690,1 Parke East Bi Tampa, FL 33610 Job Truss Truss Type Oty. Ply 62' Grand Carlton III with porch T13302397 M11323 GRB HIP 1 1 Job Reference o lional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 21 14:20:01 2018 Page 2 ID:SrRaEyyrgO4M78G4mWBLWyuFUJ-TgMKFrNTDOedyW4NkR84uuK1w4 7O6XhNGETJTauKC LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 16=-641(F) ll=-641(F) ®WARNING-Vedfydesl5npzmmeferssnd READ NOTES ON MOANDINCLUDEDMI KNEFENANCEPAGEM67Mma 10rta2015SEFONEUSE Design valid for use only with MQek® connectors. This design b based only upon parameters shown, and Is for an Individual budding component, not ��- a truss system. Before use, the IoUldIng designer must verify me applicability of design parameters and properly Incorporate this design into the overall buildhiddeslgn. Bracing Indicated is to buckling of lndMdual Inssweb and/or chord members only. Addltlondlemporaryandpermanontbmchg pp� prevent Is always requked for stability and to prevent collapse Wth possible personal injury and property damage. For general guidance regarding the IVf(TBk• storage, delivery, erecflon and bracing of trusses and truss systems, seeANSVTPII Quality Chub. DSB49 and BCSI Building Component 6904 PeMe East Blvd.fabrication, Safety mfarmatbMvollable from Truss Plate Institute, 218 N. We Street, Suite 318 Alevondrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty • Ply 62' Grand Carlton III with parch T73302398 M11323 M J2 MONO TRUSS 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 21 14:20:01 2018 Page 1 ID:x17zSlzTbJCDIIrGPH 1 OukyuFUI-TgMKFrNTDOedy W 4NkR84uuKBb47a0KfhNGETJTziuKC LOADING (psf) SPACING- 2-" CSL DEFL. in (lac) Vdefl L/d TOLL 20.0 Plate Grip DOIL 1.25 TC 0.18 Ven(LL) -0.00 7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Verl(CT) -0.00 7 >999 240 BCLL 0.0' Rep Stress lncr YES WE 0.00 HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=38IMechanical, 2=141/0-8-0, 4=22IMechanical Max Horz 2=67(LC 10) Max Uplift 3=-28(LC 10), 2=-136(LC 10), 4=-3(LC7) Max Gray 3=39(LC 15). 2=141(LC 1), 4=31(LC 3) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.8 PLATES GRIP MT20 244/190 Weight: 8lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=611; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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 psf bottom chord live load nonconcument with any other live loads. 3)' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to basing plate capable of withstanding 281b uplift at joint 3, 1361b uplift at joint 2 and 3 lb uplift at joint 4. Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date; February 21,2018 QWARNbVG-Ventydeslgrpereme(ersanCREADNOTES ON TNISANDMCLUDEDWEKNEFEFANCEPAGEW74Mte, 1dAY1015BEONEUSE Design valid for use only with MBelk8connectors.11nls design Is based only upon parameters shown, and b for an Individual building component, not a truss system. Before use, the building deugner must verify the appllcabYlty of design parameters and property Incorporate this design lMo the overall bulldingdedgn. Broclog Indicated is to prevent buckling of lndive ltrussweb and/or chord members only. Addltlonal temporary and permanent bracing MiTek' h always required for stablllly and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fabdcatlon storage, delivery, erection and bracing of trusses antl trusssystems, seeANSVrPO CualMr Clitoris. DSB49 and BCSI Building Component 69U Parke East Blvd. Safety Informatbrrovallable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty• Ply 62' Grand Carlton III with porch T73302399 M11323 J4 MONO TRUSS 8 1 Job Reference (Optional) i um, i, a., Furl nerce, re d.TSU S bep 15 ZU1 f MI I eK Industries, Inc. wed FeO 21 14:20:U2 2018 3x4 = Scale=1:11.1 4-0-0 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.02 4-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.02 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 MaM%-MP Weight: 14 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=90/Mechanical, 2=207/0-8-0, 4=50/Mechanical Max Harz 2=104(LC 10) Max Uplift 3=-BO(LC 10). 2>161(LC 10), 4=-7(LC 10) Max Gray 3=90(LC 1), 2=207(LC 1), 4=69(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 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 girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 Ib uplift at Joint 3, 161 lb uplift at joint 2 and 7 lb uplift at joint 4. Thomas A Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 QWARNWG-Vadlydeagnpar nicharsenJNEADNOTES ON TN/SANDNCLUDEDM/FEKFEFERANCEPAGEUX74 rev. 101RYLeIS BEFORE USE Design valid for use only with Mier connectors. This design Is based only upon parameters shown and Is for on Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulldingdelOn.&ocingIndicated Istoprevent bucliofIndividual trussweb and/or chord members only. AddiMnaltemporcrycndpennanentbracing MiTek' e always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems seeANSUIPII Quatty CMeDo. DSB49 and SCSI Bull Component Safety Informationavollable from Truss Rate Institute. street, Suite 312, Alexandria. 69M Parke East Blvd. Tampa, FL 218 N. use VA 22314. 33610 Job Truss Truss Type Oty Ply 62' Grand Carlton III with porch T13302400 M11323 J6 MONO TRUSS 8 1 Jab Reference (optional) ,nnmuers r rues, mc., ran rierce, rL a.ldus Sep 1aeulr ml lex mouslnes. Inc. wea rea Zl le:L¢Ud LOTa 3x4 = Scale=1:14.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.11 4-7 >629 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.12 4-7 >617 240 BCLL 0.0 ' Rep Stress ]nor YES WB 0.00 Hoii -0.00 3 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 20111 FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=145/Mechanical,2=279/0-M,4=71/Mechanical Max Horz 2=142(LC 10) Max Uplift 3=-131(LC 10), 2= 194(LC 10). 4=-8(LC 10) Max Grout 3=145(LC 1), 2=279(LC 1), 4=102(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=521t; L=34H; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C EMedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has beendesigned 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 131 lb uplift at joint 3, 194 lb uplift at joint 2 and 8 Ib uplift at joint 4. Thomas A Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 AWARN/NG-Verlrydeslgnpammetsm and READ NOTES ON TH SAND INCLUDED MITEKREFERANCEPAGEMIF747amv. I&MIQU139EFOREUSE. ■' Design valld for use only with MITea connectors. Ibis design B based only upon parameters shown, and Is for on Individual building component not a ruse system. Before use. Me building designer must verify the applicobllry of design parameters and properly Incorporate this design Into Me overall buildingdeslgn. Bracing Indicated is to prevent bucking of indivltlual puss web antl/or chord members only. Additional temporary and permanent bracing Is always required for stability antl to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication storage. delivery. erection and bracing of pusses and truss systems, seeANSVTPIl Quist] y OMr da, DSB-0S antl BC31 Bu1dNp Compon�nf Safety Informotbmvailoble from Truss Plate Institute, 218 N. Lee Sheet. Suite 312, Alexanddo, VA 22314. ■` MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type ' Oly. Ply 62' Grand Cadton III with Porch T13302401 M11323 JB MONO TRUSS 20 1 Jab Reference o lional a. mu, a Jell m c V i , MI1 er, nN Wmes, Inc. vvea reo 41 14:4u:uV zul a Scale = 1:17.4 3x4 Plate Oftsets(XY)--- [2:0-3-140-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.26 4-7 >367 360 NIT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Ven(CT) -0.30 4-7 >319 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 26 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 REACTIONS. (lb/size) 3=188/Mechanical, 2=352/0-8-0, 4=103/Mechanical Max Horz 2=180(LC 10) Max Uplift 3=-175(LC 10), 2=-228(LC 10), 4=d5(LC 10) Max Grav 3=188(LC 1), 2=352(LC 1), 4=145(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=14ft; B=5211; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 3-1-13, Exterior(2) 3-1-13 to 7-11-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 175111 uplift at joint 3, 228 lb uplift at joint 2 and 15 lb uplift at joint 4. Thomas A. Alban! PE NG39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 WARNING -Verify CeslSnparametersanCREAD NOTES ON TNISANDWCLUDWMREKHEFEPANCEPAGEMIF74M.V. 1WD3l? 15BEFORE USE. Design valid for use only with MOek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verily the applicabllity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal hlury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSURI I Qua 1I1y CMedo, DSB-89 and BCSI Building Component 69M Parke East Blvd. Safety Informaftemavdiable from Truss Plate Inmate, 21 B N. Lee Street, Suite 312, Alexontlrlo. VA 22314. Tampa, FL 33610 Job Thus Truss Type Cry- Ply 62' Grand Carlton III wth porch T13302402 M11323 KJ8 MONO TRUSS q 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 21 14:20:05 2018 Page 1 ID:Lcg54J?LuEan=Zr4Cb7W MyuFUF-Mcbr5COLHd830809zHD02kUrohRsMI VGHuCgSEziuKB -1-5.0 7-3-4 11-3.0 1-5.0 7-3-4 3-11-12 Scale = 1:20.3 3x4 = uo n 5 3x4 7-3-4 3-11-12 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lox) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Van(LL) 0.07 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.12 7-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.02 6 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 441b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-9-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=201/Mechanical,2=466/0-11-5,6=576/Mechanical Max Harz 2=244(LC 8) Max Uplift 4=-205(LC 8). 2=-305(LC 8), 6= 286(LC 8) Max Grav 4=245(LC 13), 2=466(LC 1), 6=590(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1151/523 BOTCHORD 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=4.2psY BCDL=3.Opsf; h=14ft; B=52ft; L=3411; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 4, 3051b uplift at joint 2 and 2861le uplift at joint 6. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balancer): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pl) Vert: 1-2=54 Trapezoidal Loads (pl) Vert: 2=0(F=27, B=27)-taA= 152(F=-49, B=-49), 8=0(F=1q B=10)-to-5=-56(F=-18, B=-18) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Data: February 21,2018 ,&WARNING- Vedrydeslgnparamelemend READ NOTES ON TRISANOINCLUDWMREKREFE ANCEPAGEM 74MmV 14A4¢015BEFORENSE Design valid for use only with MBekO connectors. This design Is based only upon parameters shown and Is for an Individual building component, not a tmss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall builtling design, Bracing Indicated is to prevent bucking of Indvidual hum web and/or chord members only. Additional temporary and permanent bracing 0 always reauiied for stability and to prevent. collapse with possible personal lnlury, and property damage. For general guidance regarding the fabrication storage, delivery. erection and bracing of trusses and Muss systems. seeANSVIPII Gua11IM1yy Crdrrdo. DSB49 and SCSI Building ding Compal Nformalbrnvoioble from Truss Rate Immune, 218 N. Lee Sheet. Suhe312. Naval VA 22314. MiTek' rko 6904 PeEast Blvd.Safely Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 1 3/4 Center plate on joint unless x y offsets are Indicated. Dimensions are In ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-1ne from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or 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 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 I dimensions shown in sixteenths sr. (Drawings not To scale) 0 Of O x U a O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 c O U U o_ O r Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITek® All Rights Reserved MITek Engineering Reference Sheet: 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 orX-bracing, is always required. See SCSI. 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/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13, Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 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/rPI 1 Quality Criteria.