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HomeMy WebLinkAboutTrussill i1116- mIIIIIIIIIII! '' 1 --- 1� -- HOME ---- �3� Emmem , Ism smolmliamm amallmom Imm, ll N lor - III .�■■■I►•1■■■rfi�■■■III■■■■>, P UM kja. ___'_,_\ 12 N III6111164- allow Is Emm'smiminamms III `' 1�.. �BLudem FirstSource - PffANSVM 1-2007bi o7om to WaIr Mnnubons ore the reponsWily of ttm SWWtag Des4w, rot the Truss Hanuftaurar. DbnmWms are Feet-lnchZ Sbtmttm Trusses areto bi 24'CA unless naW cu-wise (U.ILO.) Trumm; ani not daiMd to Support brick U.N.O. - Do not C.1 or mo'l'fy Won" Vdamt w =tBcUng BOWS RMmM ISoe. In - IMedWely canted llullderll FlmtSou" If �acre tridarneyeL cammCdon mobim -Allhangars mtobaSbopsmi wequW)ant U.N.O. - Use Nam IUMer's specIficatiorm foraA hanger connectim U.N.O. -Use IOdx I IX NMb In burgercarmealam to .1.91.ptyro.fo*,Uusses: Floar Tran NOWt ShIft bm as rewired on Cm*ad a , tr. W. S= m to viodY a0 dmmsf=% trap WcfftWm, arrd optim prior to WeWatip. Dft a lcn Met= . DrIM9 to see.. 00 "at =la Isnmftm KING RES Lot-- TAMPA Job NSS NSS ype y 1699916 VT21 Valley 1 1 Job Reference (optional) 1 6 2x4 J — J — IVII1 nn `UO5U`5, u1G. w1url Jun Ia V041:40 NO rage 7 ID:k)eDyO7h1UDLrV BsrG71Yz7?ge-cGkBmaalOGpN1?y0F3VWTOkYx7gxFB?HfkZFz65zn rM 2 3 Scale =1:8.9 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a - n/a 999 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=78/2-11-6 (min. 0-1-8), 3=78/2-11-6 (min. 0-1-8) Max Horz 1=47(LC 10) Max Upliftl=-27(LC 10), 3=-47(LC 10) Max Grav1=78(LC 1), 3=79(LC 15) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MIT& recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. LOAD CASE(S) Standard Job I russ I russ I ype y 1699916 VT18 Valley 1 1 Job Reference (optional) tawaars rirstsource, riant cny, FL 33b66 8.240 s Mar 9 2020 MTek Industries, Inc. Mon Jun 15 08:41:47 2020 Page 1 ID:kJeDy07h1 UDLrVBsrG7lYz7?ge-74ApZEtL9kGPBDSpOlkgzlxnN8Yf5Td2mdwB1pz65zo 4 10-8 9-9-0 4-10-8 4-10-8 2x4 - 2x4 II 4x4 = 2x4 Scale=1:17.2 LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=149/9-7-13 (min. 0-1-8), 3=149/9-7-13 (min. 0-1-8), 4=311/9-7-13 (min. 0-1-8) Max Horz 1= 55(LC 8) Max Upliftl=-92(LC 10), 3=-92(LC 10), 4=-106(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-208/297 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3 except (jt=lb) 4=106. LOAD CASE(S) Standard Job Truss Truss ype LAY Fly 1699916 VT17 1 Valley 1 1 " Job Reference (optional) Builders rirstsource, Plant City, FL 33566 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jun 15 08:41:47 2020 Pape 1 ID:kJeDyO7h1UDLrV BsrG7IYz7?ge-74ApZEtL9kGPBDSpOlkgzlxgU8X15T92mdwBipz65zo 6-10-8 13-9-0 6-10-8 6-10-8 v c 0 44 = 3x4 2x4 14 3x4 Scale =121.3 Y 0 0--1013-8-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress [nor YES WB 0.12 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=222/13-7-13 (min. 0-1-8), 3=222/13-7-13 (min. 0-1-8), 4=462/13-7-13 (min. 0-1-8) Max Horz 1=-81(LC 8) Max Upliftl=-136(LC 10), 3= 136(LC 10), 4=-159(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4= 309/397 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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 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 20.0psf 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 lb uplift at joint(s) except at=lb) 1=136, 3=136, 4=159. LOAD CASE(S) Standard Job I russ I russ Type U'y y 1699916 VT16 Valley 1 1 • Job Reference (optional) ounaers nrsiaource, riani u ty, rL aa000 8240 s Mar 9 2uZ0 MI I ek Industries, Inc. Mon Jun 15 08:41:46 2020 Page 1 ID:kJeDyO7h1UDLrV BsrG71Yz7?ge-fucRLusjOQ8YZ4tdgbDbQ5OXckANM?buYzAdUMz65zp 7-10-8 9-10-8 17-9-0 7-10-8 2-0-0 7-10-8 3x6 = 46 = 3x4 - a r a 3x4 2x4 11 34 = 2x4 11 Scale=1:28.0 Plate Offsets KY)- [3:0-3-0,0-2-41,[4:0-3-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (foe) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 59 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 17-7-13. (lb) - Max Horz 1=95(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-258(LC 10), 8=-211(LC 10) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 6=504(LC 1), 8=377(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6= 351/464, 2-8=-287/382 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 5 except Qt=lb) 6=25818=211. LOAD CASE(S) Standard Job I russ I russ I ype LIty y 1699916 VT15 Valley 1 1 • Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8240 s Mar 9 2020 MTek Industries Inc. Mon Jun 15 08:41 *46 2020 Page 1 ID:kJeDyO7h1 UDLrV_BsrG7IYz7?ge-fucRLusjOQ8YZ4tdg6DbQ5OXdkAOMOouYzAdUMz65zp 7-10-8 13-10-8 21-9-0 7-10-8 6-0-0 7-10-8 Ci 4 0 3x6 = 2x4 II 46 = 3 11 4 125 30 G 10 9 8 7 3x4 2x4 II 2x4 11 3x6 = 2x4 11 Scale=1:34.4 Plate Offsets (X,Y)— [3:0-3-0,0-2-41,[5:0-3-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 75 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 21-7-13. (lb) - Max Horz 1=95(LC 9) Max Uplift All uplift 100 lb or less at joint(s)1 except 6— 112(LC 10), 7= 236(LC 10), 9=-107(LC 7), 10=-225(LC 10) Max Grav All reactions 250 lb or less atjoint(s) 1, 6; 9 except 7=489(LC 1), 10=414(LC 15) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-7=-323/423, 2-10=-290/406 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except at=lb) 6=112, 7=23619=107, 10=225. LOAD CASE(S) Standard Job I russ I russ I ype y 1699916 VT14 Valley 1 1 Job Reference (optional) Builders FrstSource, Plant City, FL 33566 8.240 s Mar 9 2020 Mi rek Industries, Inc. Mon Jun 15 08:41:45 2020 Page 1 ID:kleDy07h1UDLrV BsrG71Yz7?ge-Bi238Yr5d60hywJQHuhMttrMgKgAdZYIJJ04ywz65zq 7-10-8 17-10-8 25-9-0 7-10-8 10-0-0 7-10-8 g 6 Scale-1:40.7 3x6 = 2x4 11 2x4 11 4x6 = Fnn� 3 13 4 14 5 15 1RR 3x4 12 11 10 9 8 3x4 2x4 11 4x6 = 2x4 11 2x4 11 Plate Offsets (X,Y)— [3:0-3-0,0-2-41, [6:0-3-0,0-2-41, [10:0-1-12,0-0-01, [11:0-0-0,0-1-121, [11:0-3-0,0-1-41 LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 7 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 25-7-13. (lb) - Max Horz 1=97(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1 except 7=-106(LC 10), 8=-234(LC 10), 9— 148(LC 7), 10=-112(LC 6), 12=-222(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 8=488(LC 1), 9=288(LC 19), 10=280(LC 20), 12=409(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-8=-324/421, 2-12— 294/401 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=26ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 12-1-7, Intedor(1) 12-1-7 to 13-7-9, Exterior(2) 13-7-9 to 24-11-15 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (It=1b) 7=106, 8=234,9=148,10=112,12=222. LOAD CASE(S) Standard Job I russ I russ I ype y 1699916 VT13 Valley 1 1 Job Reference (optional) Builders FrstSource, Plant City, FL 33566 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jun 15 08:41:44 2020 Page 1 ID;kJeDyO7h1 UDLrV_BsrG71Yz7?ge-jVVhwDgSspugKmkEjAA7LgJB6wUxu61b4fhWQUz65zr 7-10-8 21-10-8 29-9-0 7-10-8 14-0-0 1 7-1 a8 5.00 12 3x6 = 3 15 4 16 0 17 4x6 = 1R7 Scale=1:47.1 3x4 14 13 12 11 10 9 3x4 46 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.72 BC 0.42 WB 0.13 Matrix-S DEFL in (loc) I/deft Ud Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) 0.00 8 n/a n/a PLATES GRIP MT20 244/190 Weight:107 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 29-7-13. (lb) - Max Horz 1=101(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-108(LC 10), 9=-234(LC 10), 1 0=-151 (LC 7),11 _ 157(LC 10), 13= 112(LC 6), 14= 223(LC 10) Max Grav All reactions 250 lb or less at joints) 1, 8 except 9=489(LC 1), 10=277(LC 19), 11=321(LC 1), 13=260(LC 20), 14=418(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-9=-324/423, 2-14=-300/402 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 12-1-7, Interior(1) 12-1-7 to 17-7-9, Extedor(2) 17-7-9 to 28-11-15 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=108, 9=234, 10=151, 11=157, 13=112, 14=223. LOAD CASE(S) Standard Job I russ I russ I ype y 1699916 VT12 Valley 1 1 Job Reference (optional) tiumers mrst50urce, man[ airy, tL SSb56 8.240 s Mar 9 2020 MI I ex Industries, Inc. Mon Jun 15 08:41:43 2020 Page 1 ID:kJeDy07h1UDLrV BsrG71Yz7?ge-FJxljtgg6Vmzic929Tfuo5mOLX9i9f3Sr?)¢u1z65zs 7-10-8 25-10-8 33-9-0 7-10-8 18-0-0 7-10-8 3x6 = 3x6 = 4x6 = Scale=1:53.7 m C0 c$ v -o 0 3x4 18 17 16 15 14 13 12 11 3x4 3x6 = 4x6 = 33-8-6 3"-0 33-8-6 n -1n Plate Offsets (X,Y)— [3:0-3-0,0-2-41, [9:0-3-0,0-2-41, r13:0-1-12,0-0-0], [13:0-3-0,0-1-41, [14:0-0-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:123 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 33-7-13. (lb) - Max Horz 1=106(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1 except 10=-108(LC 10), 11=-234(LC 10), 12=-155(LC 7), 13— 145(LC 10), 16=-149(LC 10), 17— 114(LC 6), 18=-222(LC 10) Max Grav All reactions 250 lb or less at joints) 1, 10 except 11=491(LC 16), 12=280(LC 19), 13=310(LC 20), 16=304(LC 19), 17=265(LC 20),18=425(LC 15) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. WEBS 9-11=-325/422, 2-18=-308/401 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 12-7-10, Interior(1) 12-7-10 to 21-1-6, Exterior(2) 21-1-6 to 32-11-15 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 10=108, 11=234, 12=155, 13=145, 16=149, 17=114, 18=222. LOAD CASE(S) Standard oI russ I russ Type y 1699916 V1-11 Valley 1 1 Job Reference (optional) Builders Ftrst5ource, Plant City, FL 33566 8.240 s Mar 9 2020 M7ek Industries, Inc. Mon Jun 15 08:41:42 2020 Page 1 ID:kJeDyO7h1UDLrV BsrG71Yz7?ge-n7NwVXpCLBe65Sarb18fGFErb7pTQCpldLCQLbz65zt 7-10-8 29-10-8 37-9-0 7-10-8 22-0-0 7-10-8 3x6 = 5.00 12 3x6 = 5x6 = Scale =1:60.3 3x6 20 19 18 17 16 15 14 13 12 3x6 3x6 = 54 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.01 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 139 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 37-7-13. (lb) - Max Horz 1=11 O(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1 except 11=-108(LC 10), 12=-234(LC 10), 13=-156(LC 7), 14=-148(LC 10), 16= 137(LC 10), 18=-151(LC 10), 19=-114(LC 6), 20=-222(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 11 except 12=496(LC 16), 13=279(LC 19), 14=312(LC 1). 16=292(LC 19), 18=306(LC 1), 19=264(LC 20), 20=432(LC 15) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. WEBS 10-12=-329/422, 2-20=-314/401 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 13-2-6, Interior(1) 13-2-6 to 24-6-10, Exterior(2) 24-6-10 to 36-11-15 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 11=108, 12=234, 13=156, 14=148, 16=137, 18=151, 19=114, 20=222. LOAD CASE(S) Standard oI russ I russ I ype ply t ss9916 Will Valley 1 1 Job Reference (optional) irsiSource, riant City, rt_ w6titi 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jun 15 08*41.,41 2020 Page 1 ID:kJeDyO7hl UDLrV_BsrG7lYz7?geJwpYlBoaauVFTI?f22dQj1 hgHjVChmW90hSsp9z65zu 2-7-8 5-3-0 2-7-8 2-7-8 Scale =1:9.7 3x6 = r; nnRoT 2x4 2x4 v xo 0 5-2-6 0- - 0 Plate Offsets (X,Y)-- (2:0-3-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 14lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=138/5-1-13 (min. 0-1-8), 3=138/5-1-13 (min. 0-1-8) Max Horz 1=-25(LC 8) Max Upliftl=-66(LC 10), 3=-66(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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 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) 1, 3. LOAD CASE(S) Standard Job I russ I russ I ype y 1699916 VT9 Valley 1 1 Job Reference (optional) B, ers FirstSource, Plant City, FL 33566 8.240 s Mar 9 2020 MTek Industries, Inc. Mon Jun 15 08:41.41 2020 Page 1 ID:kJeDy07h1UDLrV BsrG7lYz7?ge-JwpYlBoaauVFTI?f22dOj1hmajWnhlC9OhSsp9z65zu 4-7-8 9-3-0 4-7-8 4-7-8 2x4 2x4 11 4x4 = 2x4 Scale=1:16.4 0- -10 9-2-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=140/9-1-13 (min. 0-1-8), 3=140/9-1-13 (min. 0-1-8), 4=293/9-1-13 (min. 0-1-8) Max Horz 1=-51(LC 8) Max Upliftl=-86(LC 10), 3=-86(LC 10), 4= 100(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-196/283 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. LOAD CASE(S) Standard Job Truss I ruse Type y 1699916 VT8 Valley 1 1 Job Reference (optional) Builders FrstSource, Plant City, FL 33566 8.240 s Mar 9 2020 Mi rek Industries, Inc. Mon Jun 15 08:41:40 2020 Page 1 ID:kJeDy07h1UDLrV BsrG71Yz7?ge-rkFA5mypaNOr9QTUK6BAg8UEJ88y1U091jJHjz65zv Scale =120.6 4x4 = 4 3x4 2x4 11 3x4 0- -10 13-2-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=213/13-1-13 (min. 0-1-8), 3=213/13-1-13 (min. 0-1-8), 4=443/13-1-13 (min. 0-1-8) Max Horz 1=-78(LC 8) Max Upliftl=-131(LC 10), 3— 131(LC 10), 4= 152(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-296/385 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=131, 3=13114=152. LOAD CASE(S) Standard Job I russ I russ I ype Ply 1699916 V17 Valley 1 1 Job Reference (optional) Builders FrstSource, Plant City, FL 33566 8.240 s Mar 9 2020 MTek Industries, Inc. Mon Jun 15 08:41:40 2020 Page 1 ID:kJeDy07h1UDLrV BsrG71Yz7?ge-rkFASrnypaNOr9f1TUK6BAg8dOJCYylk091jJHjz65zv 8-7-8 17-3-0 8-7-8 8-7-8 Y a 4x4 = 3x4 9 8 7 6 3x4 2x4 11 3x6 = 2x4 11 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 TCDL 7.0 Lumber DOL 1.25 BC 0.13 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 DEFL in (loc) I/defl Ud PLATES GRIP Vert(LL) n/a - n/a 999 MT20 244/190 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 5 n/a n/a BRACING - TOP CHORD BOT CHORD REACTIONS. All bearings 17-1-13. (lb) - Max Horz 1 _ 104(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 9=-211(LC 10), 6=-211(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=352(LC 15), 6=352(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9= 258/331, 4-6=-258/331 Scale =1:26.8 Weight: 59 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 5-7-8, Exterior(2) 5-7-8 to 11-7-8, Interior(1) 11-7-8 to 13-5-15, Exterior(2) 13-5-15 to 16-5-15 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 nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except Gt=lb) 9=211,6=211. LOAD CASE(S) Standard Job Fruss Fruss I ype y y 1699916 VT6 Valley 1 1 Job Reference (optional) ers rrswourc¢, rani many, rL ,10000 O.Z4U s Mar 9 LULU MI I eK Inoustnes, Inc. Mon JUn 15 09.41:39 20Z0 Ndgg¢ 1 ID:kJeDy07h1 UDLrV BsrG71Yz7?ge-MYhotVmK2GFXE?rGwdbyeccS vr9DrKsxNzmlGz65zw 8-10-8 124-8 21-3-0 8-10-8 3-6-0 8-10-8 Scale =133.6 2x4 11 3x6 = 46 = 3x4 � 12 11 10 9 A 3x4 2x4 11 3x6 = 2x4 11 2x4 11 2x4 11 0-Qr10 21-3-0 0- -10 21-2-A Plate Offsets (X,Y)— [4:0.3-0,0-2-41,[5:0-3-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 76lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Quide. REACTIONS. All bearings 21-1-13. (lb) - Max Horz 1=108(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 9 except 10— 114(LC 10), 12=-199(LC 10), 8=-219(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=257(LC 1), 10=296(LC 19), 12=324(LC 15), 8=361(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-12=-234/343, 6-8=-263/365 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 4-4-8, Exterior(2) 4-4-8 to 16-4-8, Interior(1) 16-4-8 to 17-5-15, Exterior(2) 17-5-15 to 20-5-15 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 9 except (jt=lb) 10=114, 12=199, 8=219. LOAD CASE(S) Standard Job I russ I russ I ype y 1699916 VT5 Valley 1 1 Job Reference (optional) Builders FrstSource, Plant City, FL 33566 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jun 15 08.41:38 2020 Page 1 ID:kJeDy07h1 UDLr\_BsrG71Yz7?ge-uL7Pg9miHz7hcrG4MY3j5P3HIWVwU04jijECCgz65zx 8-10-8 16-4-8 25-3-0 8-10-8 7-6-0 8-10-8 v 0 0 3x6 = 1R 17 46 = 3x4 � 14 13 12 11 10 9 3x4 3x6 = LOADING (PSI) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 TCDL 7.0 Lumber DOL 1.25 BC 0.14 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 BCDL 10.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 DEFL in (loc) I/defl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 8 n/a n/a BRACING - TOP CHORD BOT CHORD Scale=1:39.9 Weight: 92 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 25-1-13. (lb) - Max Horz 1=11 O(LC 9) Max Uplift All uplift 100lb or less at joint(s) 1, 8, 10 except 11= 147(LC 10), 13=-107(LC 10), 14=-201(LC 10), 9= 219(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 8 except 10=258(LC 1), 11=321(LC 20), 13=281(LC 15), 14=330(LC 15), 9=364(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-239/263, 2-14=-240/346, 7-9=-266/364 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 3-9-1, Intedor(1) 3-9-1 to 4-4-8, Exterior(2) 4-4-8 to 20-4-8, Interior(1) 20-4-8 to 21-5-15, Exterior(2) 21-5-15 to 24-5-15 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord inall areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 10 except (jt=lb) 11=147, 13=107, 14=201, 9=219. LOAD CASE(S) Standard T co m a 0 oI russ I russ Type VT4 Valley 1eference 7T1J.b (optional) srs nrsravurce, riant City, FL 3aaoo B.240 a Mar 9 2020 MiTek Industries, Inc. Mon Jun 15 08:41:37 2020 Page 1 ID.k )eDy07h1 UDLrV_BsrG71Yz7?ge-Q9Z1 Spl3Wf?q_hhupCYUZBW6Y69hIxgZT3Ufgoz65zy 8-10-8 20-4-8 29-3-0 8-10-8 11-6-0 8-10-8 3x6 = SnnF1-9- 46 = 1R19 n 6 7 Scale=1:46.3 1. lir `T 0 0 3x4 16 15 14 13 12 11 10 3x4 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/fP12014 CSI. TC 0.23 BC 0.14 WB 0.11 Matrix-S DEFL in Vert(LL) n/a Vert(CT) n/a Horz(CT) 0.00 (loc) I/dell Ud - n/a 999 - n/a 999 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 109lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 29-1-13. (lb) - Max Horz 1=115(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 11 except 12= 157(LC 7), 14— 145(LC 6), 15=-111(LC 10), 16— 200(LC 10), 10=-219(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 11=259(LC 1), 12=316(LC 19), 14=301(LC 20), 15=288(LC 15),16=335(LC 15), 1 0=371 (LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-16= 245/345, 8-10= 272/364 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=29ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 4-4-8, Exterior(2) 4-4-8 to 13-1-7, Interior(1) 13-1-7 to 16-1-9, Exterior(2) 16-1-9 to 24-4-8, Interior(1) 24-4-8 to 25-5-15, Extedor(2) 25-5-15 to 28-5-15 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 11 except (jt=lb) 12=157, 14=145, 15=111, 16=200, 10=219. LOAD CASE(S) Standard Job I russ I russ I ype y 1699916 VT3 Valley 1 1 Job Reference (optional) Builders 1-irst5ource, Plant City, t-L 33566 8.240 s Mar 9 2020 MiTsk Industries, Inc. Mon Jun 15 08:41:36 2020 Page 1 ID:kJeDy07h1 UDLrVBsrG71Yz7?ge-yzOfFUkRILtzNX7iFV1FO_xfigSOUTOEPI58xz65zz 8-10-8 _ _ _ 24-4-8 33-3-0 8-10-8 15-6-0 8-10-8 3x6 = 46 = Scale=1:52.9 3x4 19 18 17 16 15 14 13 12 11 3x4 3x6 = 3x6 = Plate Offsets (X,Y)— [4:0-3-0,0-2-4), [8:0-3-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight:126 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 33-1-13. (lb) - Max Horz 1=120(LC 9) Max Uplift All uplift 100 lb or less at joint(s)1, 10, 12 except 13— 157(LC 7), 15=-140(LC 10), 17=-148(LC 6), 18=-111(LC 10), 19=-200(LC 10), 11— 219(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 10 except 12=259(LC 1), 13=317(LC 19), 15=291(LC 1), 17=307(LC 20), 18=291(LC 15), 19=341(LC 15), 11=378(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-13=-236/256, 2-19=-251 /361, 9-11=-279/392 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 13-6-12, Intedor(1) 13-6-12 to 19-8-4, Exterior(2) 19-8-4 to 32-5-15 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10, 12 except Qt=lb) 13=157, 15=140, 17=148, 18=111, 19=200, 11=219. LOAD CASE(S) Standard o russ I Cuss I ype y 1699916 VT2 Valley 1 1 Job Reference (optional) bUllOel'S MrSt501.11'C@, Plant Glty, PL U3b66 MZ41.1 S Mar 8 ZUZU MI I eK InOUStr1@S, inc. men Jun lb U25'41=, ZUZU rage 1 ID:kJeDy07h1UDUV_BsrG71Yz7?ge-UmSH18jp 216INYVhnWOTmRmvIUEHiDG01?YdVz66 8-10-8 28-4-8 37-3-0 8-10-8 19-6-0 8-10-8 v 3x6 = 5.00 12 3 4 3x6 = 5x6 = 7 25 8 9 10 Scale=1:59.5 2 T 111 F.R 1 12 1 1, 3x6 19 18 17 16 3x6 = 3x6 = 3x6 Plate Offsets (X,Y)-- [4:0-3-0,0-2-41,[10:0-3-0,0-2-41,[19:0-2-15,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:142 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 37-1-13. (lb) - Max Horz 1=125(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 12,14 except 15= 158(LC 7), 17=-138(LC 10), 18— 143(LC 10), 20=-148(LC 6), 21_ 112(LC 10), 22= 200(LC 10), 13— 219(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 12 except 14=260(LC 1),15=316(LC 19), 17=293(LC 20), 18=297(LC 19), 20=306(LC 20), 21=295(LC 15), 22=347(LC 15), 13=384(LC 16) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. WEBS 9-15=-235/264, 2-22_ 257/361, 11-13=-285/393 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 14-1-9, Interior(1) 14-1-9 to 23-1-7, Exterior(2) 23-1-7 to 36-5-15 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12, 14 except at=lb) 15=158, 17=138, 18=143, 20=148, 21=112, 22=200, 13=219. LOAD CASE(S) Standard -TrJob I fuss rUSS ype y 1699916 [. vTt Valley 1 1 Job Reference (optional) tfunaers mrstsource, rtant Lary, I-L 33556 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jun 15 08:41:34 2020 Page 1 ID:kJeDyO7h1UDLrV BsrG7lYz7?ge-OauvgojBDkdF7DzJ74?nxZub9u8?Ybz7n5G?43z66_? 8-10-8 32-4-8 41-3-0 8-10-8 23-6-0 8-10-8 3x6 = 5.00 12 3x6 = 5x6 = Scale=1:66.1 3x6 % 24 23 22 21 20 19 18 17 16 15 14 3x6 3x6 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.24 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a - n/a 999 BOLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:159 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 41-1-13. (lb) - Max Horz 1=129(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 15 except 16=-158(LC 7), 18=-138(LC 10), 19=-141(LC 10), 20=-142(LC 10), 22=-148(LC 6), 23= 113(LC 10), 24= 200(LC 10), 14=-219(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 13 except 15=260(LC 1), 16=316(LC 19), 18=292(LC 1), 19=298(LC 20), 20=295(LC 1), 22=306(LC 20), 23=297(LC 15); 24=351(LC 15), 14=389(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 10-16_ 236/266, 2-24— 261/361, 12-14=-290/393 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; B=45ft; L=41it; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 14-8-5, Interior(1) 14-8-5 to 26-6-11, Exterior(2) 26-6-11 to 40-5-15 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 13, 15 except (jt=lb) 16=158, 18=138, 19=141, 20=142, 22=148, 23=113, 24=200, 14=219. LOAD CASE(S) Standard Job I russ I russ I ype y 1699916 V20 Valley 1 1 Job Reference (optional) Builders FrstSource, Plant City, FL 33566 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jun 15 08:41:33 2020 Page 1 ID:kJeDy07h1 UDLrV_BsrG71Yz7?ge-YOKKcSiZSQVOW407aMUYOLMM8MXp9X YRWRYdz66_0 5-0-0 5-0-0 If a a 2x4 i�-' 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 TCDL 7.0 Lumber DOL 1.25 BC 0.34 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P Scale=1:12.9 DEFL in (loc) I/defl Ud PLATES GRIP Vert(LL) n/a - n/a 999 MT20 244/190 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 n/a n/a Weight:16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=15214-11-6 (min. 0-1-8), 3=152/4-11-6 (min. 0-1-8) Max Horz 1=92(LC 10) Max Upliftl=-53(LC 10), 3=-92(LC 10) Max Gravl=152(LC 1), 3=155(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; 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) Gable requires continuous bottom chord bearing. 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASE(S) Standard Job I russ I russ I ype Uty Ply 1699916 T19 Valley 1 1 Job Reference (optional) 'irsrauurue, earn uny, rL a0000 B.z4u s Mar a zuzu MI I eK Inaustnes, Inc. Mon Jun 15 uB:41:33 zozo Page 1 ID:kJeDy07h1 UDLrV_BsrG71Yz7?ge-YOKKcSiZSOVOW4O7aMUYOLMRsVlwp9X YRWRYdz66_0 2-10-8 5-9- 2-10-8 2-10-8 2x4 i 3x6 = 2x4 5-8-6 5 9 0 5-6-6 n- -tn Scale=1:10.3 v ro 0 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:15 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=157/5-7-13 (min. 0-1-8), 3=157/5-7-13 (min. 0-1-8) Max Horz 1=28(LC 9) Max Upliftl=-75(LC 10), 3=-75(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-165/267, 2-3= 165/267 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=l24mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 1, 3. LOAD CASE(S) Standard Job I russ I cuss I ype y 1699916 HJ7T Diagonal Hip Girder 1 1 Job Reference (optional) Builders Rrst5ource, Plant City, FL 33566 8.240 s Mar 9 2020 MiTek Industries, Inc. Man Jun 15 08:41:32 2020 Page 1 ID:kJeDyO7h1UDLrV_BsrG71Yz7?ge-4Bm8P6hxh7NXuwpwOfzJs8pCJ5LP4iHgKnnuOAz66_1 3-9-3 6-9-10 7,-0-1a 9-10-1 3-9-3 3-0-7 3 2-9-3 Scale =1:19.2 V N N O_ eb N 36 = ST1.5x8 STP= 0-8-0 0-8-0 1 4-15 ' 0-8-15 3-9-3 2-4-4 4-2-15, 0-5-11 7-0-14 2-9-15 Plate Offsets (X,Y)— [1:0-2-3,0-0-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.35 5 >322 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.42 5 >269 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.09 4 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix -MP Weight: 38lb FT=20% LUMBER- BRACING TOP CHORD 2x6 SP M 26 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except (jt=length) 3=Mechanical, 4=Mechanical. (lb) - Max Horz 1=149(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4 except 1=-252(LC 8), 3=-241(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4 except 1=575(LC 28), 1=356(LC 1), 3=365(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-12=-658/1104 NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; 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) Bearing at joint(s) 1 considers parallel to grain value using ANSUTPI 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) 4 except at=lb) 1=252, 3=241. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 126 lb down and 91 lb up at 7-0-14, and 126 lb down and 91 lb up at 7-0-14 on top chord, and 151 lb down and 101 lb up at 1-4-15,151 lb down and 101 lb up at 1-4-15, 56 lb down and 45 lb up at 4-2-15, 56 lb down and 45 lb up at 4-2-15, and 38 lb down and 30 lb up at 7-0-14, and 38 lb down and 30 lb up at 7-0-14 on bottom chord. The designtselection 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). LQAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 1-5=-20, 4-8=-20 Concentrated Loads (lb) Vert: 7=79(F=40, B=40) 11_ 41(F=-20, B=-20) 12=-78(F=-39, B=-39) 13=-72(F=-36, B=-36) Job I russ I russ I ype Ply 1699916 HJ7 Diagonal Hip Girder 6 1 Job Reference (optional) i�soouwe, nant guy, s Mar 9 zuzu I:S1115K Scale =1:23A LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017frPI2014 CSI. TC 0.84 BC 0.85 WB 0.35 Matrix -MP DEFL in Vert(LL) , 0.48 Vert(CT) -0.51 Horz(CT) -0.01 (loc) Vdefl Ud 6-9 >244 240 6-9 >234 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-1-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except Qt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz2=224(LC 24) Max Uplift All uplift 100 lb or less at joint(s) except 4=-145(LC 8), 2-560(LC 8), 5=-254(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4 except 2=632(LC 28), 2=500(LC 1), 5=289(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-768/592 BOT CHORD 2-11=-697/762, 11-12=-697/762, 12-13=-697/762, 6-13=-697/762 WEBS 3-6=-786f119 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10:O 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 145 lb uplift at joint 4, 560 lb uplift at joint 2 and 254 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 59 lb up at 4-3-11, 34 lb down and 59 lb up at 4-3-11, and 62 lb down and 132 lb up at 7-1-10, and 62 lb down and 132 lb up at 7-1-10 on top chord, and 151 lb down and 101 lb up at 1-5-12, 151 lb down and 101 lb up at 1-5-12, 9 lb down and 50 lb up at 4-3-11, 9 lb down and 50 lb up at 4-3-11, and 30 lb down and 91 lb up at 7-1-10, and 30 lb down and 91 lb up at 7-1-10 on bottom 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). 0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7= 20 'Concentrated Loads (lb) Vert: 10=-65(F= 32, B=-32) 11=79(F=40, B=40) 12=3(F=2, B=2) 13=-47(F=-24, B=-24) Job rusS rusS ype 1699916 H7 �01 Hip Girder 1 2 Job Reference (optional) Builders Fir515ource, Plant Glty, FL 33556 8.240 s Mar 9 2020 MiTek Industries, Inc. Man Jun 15 08:4121 2020 Page 2 ID:kJeDy07h1UDLrV BsrG7lYz7?ge-7peO_Qgg9V7pfcfYuEwrmjkpaHgMcd-.11 x1z66 3 NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 141 lb down and 167 lb up at 7-0-0, 141 lb down and 159 lb up at 9-0-12, ° 141 lb down and 159 lb up at 11-0-12, 141 lb down and 159 lb up at 13-0-12, 141 lb down and 159 lb up at 15-0-12, 141 lb down and 159 lb up at 17-0-12, 141 lb down and 159 lb up at 19-0-12, 141 lb down and 159 lb up at 20-9-0, 141 lb down and 159 lb up at 22-5-4,141 lb down and 159 lb up at 24-5-4, 141 lb down and 159 lb up at 26-5-4, 141 lb down and 159 lb up at 28-5-4, 141 lb down and 159 lb up at 30-5-4, and 141 lb down and 159 lb up at 32-5-4, and 227 lb down and 346 lb up at 34-6-0 on top chord, and 382 lb down and 215 lb up at 7-0-0, 98 lb down at 9-0-12, 98 lb down at 11-0-12, 98 lb down at 13-0-12, 98 lb down at 15-0-12, 98 lb down at 17-0-12, 98 lb down at 19-0-12, 98 lb down at 20-9-0, 98 lb down at 22-5-4, 98 lb down at 24-5-4, 98 lb down at 26-5-4, 98 lb down at 28-5-4, 98 lb down at 30-5-4, and 98 lb down at 32-5-4, and 382 lb down and 215 lb up at 34-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 3-22=-54, 3-9= 54, 9-26=-54, 1-11=-20 Concentrated Loads (lb) Vert: 3=-110(F) 6= 110(F) 9=-180(F) 19=-293(F) 12=-293(F) 28=-110(F) 29=-110(F) 30=-110(F) 31=-110(F) 32=-110(F) 33=-110(F) 34=-110(F) 35=-110(F) 36=-110(F) 37=-110(F) 38= 110(F) 39=-110(F) 40=-57(F) 41= 57(F) 42- 57(F) 43=-57(F) 44=-57(F) 45=-57(F) 46- 57(F) 47=-57(F) 48=-57(F) 49=-57(F) 50=-57(F) 51=-57(F) 52=-57(F) oI russ I cuss I ype Q'y y 1699916 GH7 Hip Girder 1 I jP'2 Job Reference (optional) rstsource, Piant uny, t-33566 8.240 s Mar 9 2020 MTek Industries, Inc. Mon Jun 15 08:41:30 2020 Page 1 ID:k)eDyO7h1UDLrV_BsrG71Yz7?ge-7peO_Qgg9V7pfcf(uEwrmikpaHgMcdVXsTlnxlz66 3 3 6-0 7-0-0 11-0-12 12-7-1, 15-0 12 , 18-0 6 23-5-10 26-54 ,28-10-1580 5 4 34 6-0 38-0-0 41 6-0 3-6-0 3-6-0 4-0-12 1_ _1 2-5-11 2-11-10 5-5 5 2-11-10 2-5-11 1-6-5 4-0-12 3-6-0 3-6-0 5.00 12 6x8I I I 5x81= I 12x4 III4x10 2x4 ST1.5x8 STP= 2 T o 4x8 = 19 40 41 18 42 43 17 44 16 45 46 47 15 48 14 49 46 5x8 = 2x4 11 4x10 MT20HS= 2x4 II 3x8 = 410 MT20HS= 37 Scale =1 *73.0 2x4 ; 10 ST1.5x8 STP= co Ia 0 13 50 51 52 12 11 5x8 = 3x4 = 4x6 7-0-0 12-7-1 18:5:6 23-5-10 28-10-15 34-6-0 41-6-0 7-0-0 5-7-1 5-5-5 5.5-5 5-5-5 5-7-1 7-0-0 Plate Offsets (X,Y)- [1:0-3-0,0-0-8], [9:0-58,0-3-0] LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.9415-16 >527 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.96 15-16 >517 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.72 Horz(CT) 0.21 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 475 lb FT = 20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=3017/0-8-0 (min. 0-1-8), 11=3066/0-8-0 (min. 0-1-8) Max Horz 1=-106(LC 6) Max Upliftl- 2313(LC 8), 11= 2368(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-9-10 oc bracing. FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2- 6735/5081, 28=-7024/5244, 3-28= 6603/4992, 28-29=-6603/4992, 4-29- 6603/4992, 480=-11585/8513, 30-31=-11585/8513, 31-32=-1158518513, 5-32=-11585/8513, 5-33=-11585/8513, 6-33=-11585/8513, 6-34=-11585/8513, 7-34=-11585/8513, 7-35= 9963/7394, 35-36=-9963/7394, 36-37=-9963/7394, 8-37- 9963/7394, 888=-9963/7394, 38-39= 9963/7394, 9-39= 9963f7394, 9-10= 7140/5380, 10-11=-6861/5220 BOT CHORD 1-19=4576/6081, 19-40= 7155/9875, 40-41=-7155/9875, 1841=-7155/9875, 18-42=-7155/9875, 42-43=-7155/9875, 1743=-7155/9875, 1744- 7155/9875, 16-44=-7155/9875, 16-45=-8384/11595, 45-46=-8384/11595, 4647- 8384/11595, 15-47=-8384/11595, 15-48=-8384/11595, 14-48=-8384/11595, 1449= 8384/11595, 49-50=-8384/11595, 13-50=-8384/11595, 13-51=4903/6620, 51-52=-4903/6620, 12-52= 4903/6620, 11-12=-4703/6199 WEBS 2-19=-498/613, 3-19- 1524/2087, 4.19=-3750/2616, 4-18= 80/428, 4-16=-1367/1973, 5-16=-618/529, 7-15=-90/443, 7-13= 1875/1289, 8-13= 599/51 B, 9-13=-2633/3799, 9-12= 297/522, 10-12- 517/605 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 1=2313, 11=2368. Continued on page 2 iou I russ russ I ype y 1699916 EJTr Jack -Open 6 1 Job Reference (optional) nunaers rinabource, hancary, rL ;1Joba 0.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jun 15 08:41:24 2020 Page 1 ID:kJeDy07h1 UDLrV BsrG7lYz7?ge-lfH7kNbwafMgxhCOYzpRXSUnSsd9C4JfUYrTkez66_9 -2-0-0 2-8-8 7-0-0 2-0-0 2-8-8 4-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.20 3-5 >411 240 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.25 3-5 >338 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.11 5 n/a n/a BCDL 10.0 Code FBC2017[TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.3 *Except* 63: 2x4 SP No.2 REACTIONS. (lb/size) 4=1 51 /Mechanical, 2=380/0-8-0 (min. 0-1-8), 5=91/Mechanical Max Horz 2=223(LC 10) Max Uplift4=-119(LC 10), 2=-261(LG 10), 5=-11(LC 10) Max Grav4=155(LC 15), 2=380(LC 1), 5=111(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale=1:20.0 N PLATES GRIP MT20 244/190 Weight: 261b FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 2-6-12, Exterior(2) 2-6-12 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 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 100 lb uplift at joint(s) 5 except Qt=lb) 4=119, 2=261. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss russ I ype FjIy 1699916 ERA Jack -Open 1 1 Job Reference (optional) nunaers r1rs100urce, Mann ary, rL JjObc 3x4 = B.Z40 S Mar 9 2020 Mi I eK Industries, Inc. Mon Jun 15 08.,41:24 2020 Page 1 ID:kJeDy07hl UDLr\(_BsrG7IYz7?ge-JfH7kNbwafMgxhCOYzpRXSUk7sbKC4JfUYrTkez66_9 7-0-0 7-0-0 7-0-0 7-0-0 Scale=1:18.5 Plate Offsets (X,Y)— [1:0-1 -1 4,Edge] LOADING (psff SPACING- 2-0-0 CSI. DEFL in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.20 3-6 >421 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.21 3-6 >399 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 22 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=257/0-8-0 (min. 0-1-8), 2=172/Mechanical, 3=84/Mechanical Max Horz 1=155(LC 10) Max Upl iftl =-89(LC 10), 2=-157(LC 10) Max Grav 1=257(LC 1), 2=177(LC 15), 3=122(LC 3) FORCES. (lb) - 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom 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 100 lb uplift at joint(s) 1 except at=lb) 2=157. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard o russ russ ype y y 1699916 EJ7 Jack -Open 51 1 Job Reference (optional) ouncers nrsiaource, rlant ulry, rL Jacob U.Z4U S Mar U ZUZU MI I eK Inausmes, Inc. Mon Jun 15 U3:4123 ZUZU rage 1 ID:kJeDy07h1UDLrV_BsrG71Yz7?ge-gTjlWlaHpMEpJXdC_GIC_ExcGTJETd3VFu5vBCz66_A -2-0-0 7-0-0 2.0-0 7-0-0 Scale =120.0 0 0 N Plate Offsets (X,Y)— [2:0-0-14,Edge) LOADING (psf) SPACING 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.11 4-7 >770 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.19 4-7 >436 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017lf P12014 Matrix -AS Weight: 25 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=164/Mechanical, 2=380/0-8-0 (min. 0-1-8), 4=77/Mechanical Max Horz2=223(LC 10) Max Uplift 143(LC 10), 2=-261,(LC 10) Max Grav3=169(LC 15), 2=380(LC 1), 4=120(LC 3) 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; save=4ft; Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 2-8-5, Exterior(2) 2-8-5 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 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 100 lb uplift at joint(s) except Ot=lb) 3=143, 2=261. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss I russ I ype F'y 1699916 • DH7 Hip Girder 1 2 Job Reference (optional) V —L VILY, oaluo a.z4U s mar U ZUZU ml IeK Inausmes, Inc. Mon Jun I 0041 t23 2020 Page 2 ID:kJeDy07h1UDLrV_BsrG71Yz7?ge-gTjlWlaHpMEpJXdC GIC_ExZdTCfTPOVFu5vBCz66_A NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 141 lb down and 167 lb up at 7-0-0, 141 lb down and 159 lb up at 9-0-12, • 141 lb down and 159 lb up at 11-0-12, 141 lb down and 159 lb up at 13-0-12, 141 lb down and 159 lb up at 15-0-12, 141 lb down and 159 lb up at 17-0-12, 141 lb down and 159 lb up at 19-0-12, 141 lb down and 159 lb up at 20-11-4, 141 lb down and 159. lb up at 22-11-4,141 lb down and 159 lb up at 24-11-4, 141 lb down and 159 lb up at 26-11-4, 141 lb down and 159 lb up at 28-11-4, and 141 lb down and 159 lb up at 30-11-4, and 227 lb down and 345 lb up at 33-0-0 on top chord, and 382 lb down and 215 lb up at 7-0-0, 98 lb down at 9-0-12, 98 lb down at 11-0-12, 98 lb down at 13-0-12, 98 lb down at 15-0-12, 98 lb down at 17-0-12, 98 lb down at 19-0-12, 98 lb down at 20-11-4, 98 lb down at 22-11-4, 98 lb down at 24-11-4, 98 lb down at 26-11-4, 98 lb down at 28-11-4, and 98 lb down at 30-11-4, and 382 lb down and 215 lb up at 32-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 3-19= 54, 3-8=-54, 8-23=-54, 1-10=-20 Concentrated Loads (lb) Vert: 3= 110(B) 6=-110(B) 8=-180(B) 16= 293(B) 11=-293(B) 25= 110(B) 27=-110(B) 28=-110(B) 29=-110(B) 30= 110(B) 31=-110(B) 32-110(B) 33=-110(B) 34=-110(B) 35=-110(B) 37= 110(B) 38=-57(B) 39=-57(B) 40=-57(B) 41= 57(13) 42— 57(B) 43=-57(B) 44_ 57(B) 45=-57(B) 46=-57(B) 47= 57(B) 48=-57(B) 49=-57(B) o Russ I cuss I ype y 1699916 DH7 Hip Girder 1 2 Job Reference (optional) ST1 0 �11 q, o.Z'+V s mar a ZUZU ml I arc InausuieS, Inc. mon Jun 10 MAI 2a zon Page 1 ID:kJeDy07h1UDLrV_BsrG71Yz7?ge-gTjIWlaHpMEpJXdC GIC ExZdTCfTPOVFuSvBCz66_A 3 4-2 I 7-0-0 9-0-12 14-0-5 15-0-j2 20-0-0 24-11 4 2$-11-11 30-11-4 33-0-0 36 7-14 40-0 0 3- 7;! 3-7-14 2-0-12 ' 411-9 1-0-7 4 11-4 4_11-4 0- 411-9 2-0-12 3-7-14 3 4 2 1 '- 38 39 40 15 4114 42 43 44 45 1346 12 47 48 49 46 5x8 — 4x10 MT20HS= 3x4 = 3x4 = 5x8 = 4x10 MT20HS= 7-0-0 15-8-1 24-3-15 33-0-0 40-0-0 7-0-0 8-8-1 8-7-14 n-a_1 7-n.n 4X6 zzz- Scale=1:70.3 Plate Offsets (X,Y)— [1:0-3-0,0-0-81, [3:0-3-0,0-2-41, [8:0-3-0,0-2-41 LOADING (psf) SPACING 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.9813-14 >491 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.9913-14 >483 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.94 Horz(CT) 0.22 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 399 lb FT = 20% LUMBER - TOP CHORD 2x6 SP No.2 *Except* T2,T3: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except` 132: 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=2879/0-8-0 (min. 0-1 -11). 1 0=2926/0-8-0 (min.0-1-12) Max Horz 1=-108(LC 6) Max Upliftl=-2220(LC 8), 10= 2274(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-8 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2-6336/4810, 2-3-6589/4929, 3-25=-6154/4672, 25-26= 6154/4672, 26-27=-6154/4672, 27-28= 6154/4672, 4-28=-6154/4672, 4-29=-10027/7397, 29-30=-10027/7397, 30-31-1002717397, 5-31 =-I 0027/7397, 562=-1006317438, 6-32=-1006317438, 6-33=-10063/7438,7-33=-10063/7438,7-34=-6258/4790,34-35=-6258/4790, 35-36=-6258/4790, 36-37=-6258/4790, 8-37-6258/4790, 8-9=-6702/5059, 9-10=-6443/4933 BOT CHORD 1-16=-4318/5696, 16-38=-7007/9614, 38-39-7007/9614, 39-40=-7007/9614, 15-40= 7007/9614, 15-41=-7007/9614, 14-41-7007/9614, 14-42=-7644/10489, 42-43=-7644/10489, 43-44-7644/10489, 44-45-7644/10489, 13-45=-7644/10489, 13-46= 7064/9664, 12-46=-7064/9664, 12-47=-7064/9664, 47-48=-7064/9664, 48-49=-7064/9664, 11-49=-7064/9664, 10-11=-4429/5793 WEBS 2-16=-474/609, 3-16=-1421/1961, 4-16=-3819/2711, 4-14=-483/942, 5-14=-593/487, 5-13=541/438, 7-13=-451/934, 7-11=-3749/264318-11=-1391/1935, 9-11=-502/618 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4-1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=401t; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=2220, 10=2274. Continued on page 2 Job I russ I cuss I ype Qty Ply 1699916 WTI" Jack -Open 2 1 • Job Reference (optional) nunaers MrS10OUrce, riarn filly, M 4=06 B.z4u s mar 9 ZuzU ml I OK inousme$, IOC. mon Jun 1 b uu:41:17 zuzu Yee 1 ID:kJeDy07h1UDLrV_BsrG71Yz7?ge-OJMTG VXDWUfb.We'?Bolzh.02HW3vadtyeb_Yz66_G -2-0 0 2-8-8 5-0-0 2-0-0 ' 2-8-8 2-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.06 6 >979 240 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.08 6 >765 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017/I P12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 4=97/Mechanical, 2=313/0-B-0 (min. 0-1-8), 5=64/Mechanical Max Horz2=179(LC 10) Max Uplift4=-67(LC 10), 2— 246(LC 10), 5= 9(LC 10) Max Grav4=101(LC 15), 2=313(LC 1), 5=74(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale: 3/4"=1' PLATES GRIP MT20 244/190 Weight: 20 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom 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 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=246. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard ob russ I rusS I ype Uty Fly 169,916 1.1 CJS Jack -Open 16 1 Job Reference (optional) ounuo�a rus,wu,cn, nam —y, rL..... tf.zw S Mar a zuzu MI I SK IncusmeS, In0. Mon Jun 15 08:41:17 2020 Page 1 ID:kJeDy07h1 UDLrV_BsrG7IYz7?ge-OJMTG_VXDWUfbcA2e?Bolzhdy2HT3vadtyeb_Yz66_G -2-0-0 5-0-0 2-0-0 5-0-0 Scale: 3/4'=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1'25 TC 0.46 Vert(LL) 0.10 4-7 >607 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) 0.08 4-7 >704 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight:19 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=109/Mechanical, 2=313/0-8-0 (min. 0-1-8), 4=52/Mechanical Max Horz2=179(LC 10) Max Uplift3= 107(LC 10), 2=-341(LC 10). 4=-69(LC 7) Max Grav3=109(LC 1), 2=313(LC 1), 4=84(LC 3) 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom 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 100 lb uplift at joint(s) 4 except at=lb) 3=107, 2=341. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job I russ I russ I ype y 1699916 C 13T Jack -Open 2 1 Job Reference (optional) uunaers rvstsource, runt pity, rL 33b5b b.z4u s mar a zuzu nni i eK inaustnes, inc. noon dun io ua:ai nb zuzu rage t ID:kJeDy07h1 UDLrV_BsrG7IYz7?ge-Y6o52eVuTCM0 Sbs4lgZCm9SSe?2KTKTelv2S6z66_H -2-0-0 3-0-0 2-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 9 Plate Grip DOL 1.25 TC 0.45 TCDL 7.0 Lumber DOL 1.25 BC 0.18 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=68/Mechanical, 2=253/0-8-0 (min. 0-1-8) Max Horz 2=134(LC 10) Max Uplift3= 26(LC 7), 2=-244(LC 10) Max Grav3=75(1-C 15), 2=253(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale -1:121 DEFL in (loc) I/dell Ud PLATES GRIP Vert(LL) -0.04 4 >972 240 MT20 244/190 Vert(CT) -0.07 4 >496 180 Horz(CT) 0.00 3 n/a n/a Weight:12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom 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 100 lb uplift at joint(s) 3 except Qt=lb) 2=244. LOAD CASE(S) Standard Job I russ I russ I ype y 1699916 CJ3 Jack -Open 16 1 Job Reference (optional) Builders First5ource, Plant City, FL 33566 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jun 15 08:41:16 2020 Page 1 ID:kJeDyO7h1UDLrV 13srG71Yz7?ge-Y6o52eVuTCMozSbs4lgZCm9SSe0LKTKTelv2S6z66_H -2-0-0 3-0-0 2-0-0 3-0-0 Scale=1:12.1 3-0-0 3-0-0 Plate Offsets (X,Y)— [2:0-0-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight:13 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=51/Mechanical, 2=253/0-8-0 (min. 0-1-8), 4=21/Mechanical Max Horz2=134(LC 10) Max Uplift3=-44(LC 10), 2=-300(LC 10), 4=37(LC 7) Max Grav3=51(LC 1), 2=253(LC 1), 4=47(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom 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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2-300. LOAD CASE(S) Standard Job I rus I russ I we y 1699916 W1 Jack -Open 18 1 Job Reference o tional Builders FrstSource, Plant City, FL 33566 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jun 15 08:41:15 2020 Page 1 ID:kJeDyO7hl UDLrV_BsrG71Yz7?ge-3wEjrlUGiuExW0fWa9KgYcliEgCbO4KPe9Uvfz66_I -2-0-0 1-" 2-0-0 1-0-0 Scale:1.5"=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 9 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0,00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 7 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3= 73/Mechanical, 2=254/0-8-0 (min. 0-1-8) Max Horz2=90(LC 10) Max Uplift3=-73(LC 1), 2=-335(LC 10) Max Grav3=153(LC 10), 2=254(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom 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 100 lb uplift at joint(s) 3 except at=lb) 2=335. LOAD CASE(S) Standard o russ russ ype y 1699916 81-111 Hip 1 1 Job Reference (optional) Builders FrslSource, Plant City, FL 33566 ID:kJeDy07h1 1500 4-0-0 5x6 = 5x6 = 9 2u2u MIi eK Intlnstnes. Inc. Mon jun ib u6:41:1b 3x8 = 3x6 = 3x4 = 3x4 4x4 = Scale:1/4"=1' LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.53 BC 0.76 WB 0.22 Matrix -AS DEFL in Vert(LL) 0.15 Vert(CT) -0.31 Horz(CT) 0.07 ([cc) I/defl L/d 9-11 >999 240 9-11 >999 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 125 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1070/0-8-0 (min. 0-1-8), 7=1070/0-8-0 (min. 0-1-8) Max Horz2=177(LC 9) Max Uplift2=-605(LC 10), 7=-605(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-2006/1308, 3-18= 2005/1322, 3-19— 1695/1095, 4-19= 1628/1109, 4-20=-1308/1064, 5-20=-1308/1064, 5-21 =-1 632/1112, 6-21— 1699/1098, 6-22=-2006/1322, 7-22=-2007/1308 BOT CHORD 2-11— 1033/1830, 10-11— 655/1306, 9-10— 655/1306, 7-9=-1032/1831 WEBS 3-11=-399/380, 4-11— 101/484, 5-9=-103/488, 6-9=-398/378 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=26ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 6-9-1, Exterior(2) 6-9-1 to 19-2-15, Interior(1) 19-2-15 to 25-0-0, Exterior(2) 25-0-0 to 28-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=605, 7=605. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard O rusS russ ype y 1699916 BH9 Hip 1 1 Job Reference (optional) MR ers FRst50urce, Flan[ URY, VL 33bbb 6.m s Mar 8 zuzu MI I eK IntlUSVIBS, InC. Mon Jun lb W'.41:14'LOZU Vage i ID:kJeDy07h1UDLrV BsrG7lYz7?ge-bkhLdyTexb64k9RTyte57L33cgAvsX868_QxNDz66 J 2-0-0 4-5-2 9-0-0 17-0-0 21-6-14 26-0-0 28-0-0 2-0-0 4-5-2 4-6-14 8-0-0 4-6-14 4-5-2 2-0-0 Scale:1/4"=1' 4x8 = Sx8 = 4x4 = 3x8 = 3x6 = 3x4 = 4x4 = 9-0-0 17-0-0 26-0-0 9-0-0 8-0-0 9-0-0 Plate Offsets (X Y)— [4:0-4-0,0-1-131, [5:0-5-4,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.14 9-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.31 9-17 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight:124 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1070/0-8-0 (min. 0-1-8), 7=1070/0-8-0 (min. 0-1-8) Max Horz 2=-150(LC 8) Max Uplift2— 605(LC 10), 7=-605(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18— 1989/1366, 3-18=-1989/1378, 3-19=-1699/1186, 4-19=-1609/1200, 4-20=-1541/1193, 5-20=-1541/1193, 5-21 =-1 609/1201, 6-21_ 1699/1187, 6-22— 1989/1378, 7-22=-1989/1366 BOT CHORD 2-11=-1077/1816, 10-11=-831/1540, 9-10= 831/1540, 7-9— 1077/1816 WEBS 3-11=-337/264, 4-11=1/391, 5-9=-1/391, 6-9=339/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 4-9-1, Exterior(2) 4-9-1 to 21-2-15, Interior(1) 21-2-15 to 25-0-0, Exterior(2) 25-0-0 to 28-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=605, 7=605. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job I russ I russ I ype y 1699916 BH7 Hip Girder 1 1 Job Reference (optional) Builders FrstSource, Plant City, FL 33566 8.240 s Mar 9 2020 MIl eK Industries Inc. Mon Jun 15 08:41:13 2020 Page 2 ID:kJeDyO7h1UDLrV_BsrG7lYz7?ge-7Y7zQcSOAH_E6?sF P97sa7XgpRnW7ug1yKgOrnz66_K LOAD CASE(S) Standard 1) Oead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:1-4=-54, 4-6=-54, 6-9=-54, 14-17=-20 Concentrated Loads (lb) Vert: 4=-110(8) 6=-180(B) 13=-293(B) 11=-57(B) 5= 110(B) 10=-293(B) 20=-110(B) 21=-110(B) 22= 110(B) 23= 110(B) 24= 57(B) 25— 57(B) 26— 57(B) 27=-57(B) Job I russ russ I ype y 1699916 BH7 Hip Girder 1 1 Job Reference (optional) Builders HrstSource, Plant Glty, I-L 33b66 ti.z4u s Mar 9 zuzu MI I ex Inaustnes Inc. Mon Jun 1 b ut1:41:13 zuzu YagB 1 ID:kJeDyO7h1UDLrV_Bs rG71Yz7?ge-7Y7zQcSOAH_E6?sF)P97sa7XgpRnW7ug1yKg0rnz6b_K 2-0-0 34-2 7-0-140 9 0 12 11-0-12 13-0-0 14-11-4 16-114 19-% 22-7-14 26-0-0 28-0-0 2-0 0 34 2 3-7-2-0 12 2-0-0 1-114 1-114 2-0-0 2 0 12 3-7-14 34 2 Scale;1/4"=1' AvA = 3x8 = 3x10 = 4x10 M IzoHS= 2x4 11 3x10 = 3x8 = 7-0-0 7-or12 13-0-0 19-0-0 26-0-0 7.n-n n- -12 5-1 1 4 6-0-0 7-0-0 Plate Offsets (X Y)— [2:0-8-0,0-0-101,[8:0-8-0,0-0-101 LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.39 11 >791' 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.51 10-11 >611 180 MT20HS 1 B7/143 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.15 8 n/a n/a BCDL 10.0 Code FB02017frPI2014 Matrix-MSH Weight:128 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 `Except` T2: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1909/0-8-0 (min. 0-2-4), 8=1942/0-8-0 (min. 0-2-5) Max Horz2=123(LC 24) Max Uplift2-1161(LC 8), 8=-1198(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-11-10 oc bracing. WEBS 1 Row at midpt 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4140/2319, 34=-3994/2260, 4-20=-3720/2157, 20-21=-3720/2157, 5-21=-372012157, 5-22=-3794/2242, 22-23=-3794/2242, 6-23-3794/2242, 6-7=4076/2354, 7-8= 4221 /2412 BOT CHORD 2-13=-1999/3778, 13-24=-2490/4784, 12-24-2490/4784, 12-25=-2490/4784, 11-25=-2490/4784, 11-26=-2490/4784, 26-27= 2490/4784, 10-27=-2490/4784, 8-10= 2085/3852 WEBS 3-13=-318/281, 4-13=464/1054, 5-13=-1262/626, 5-11 =01484, 5-10-1162/530, 6-10=419/1030, 7-10-323/283 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; B=45ft; L=26ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=1161, 8=1198. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 141 lb down and 164 lb up at 7-0-0, 141 lb down and 159 lb up at 9-0-12, 141 lb down and 159 lb up at 11-0-12, 141 lb down and 159 lb up at 13-0-0, 141 lb down and 159 lb up at 14-11-4, and 141 lb down and 159 lb up at 16-114, and 227 lb down and 340 lb up at 19-0-0 on top chord, and 313 lb down and 270 lb up at 7-0-0, 80 lb down at 9-0-12, 80 lb down at 11-0-12, 80 lb down at 13-", 80 lb down at 14-11-4, and 80 lb down at 16-11-4, and 313 lb down and 270 lb up at 18-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 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 Continued on page 2 oI russ Truss I ype y 1699916 BGR Jack -Closed Girder 1 1 Job Reference (optional) tiumers rirstsource, viant arty, t-L 43b66 V.Z4V s Mar s ZVZV MI IUK Inouslrles, Inc. Mon Jun is Vo:91a I ZULV ra e i ID:k)eDy07h1UDLrV BsrG71Yz7?ge-B9?C?wRmegkMhiuH14OViRdUdEKfOykVOBHmuz6 M 3-6-0 7-0-0_ 3-6-0 3-6-0 i 2x4 11 Scale =120.0 3x10 = 6x8 = ST1.5x8 STP= 3-6-0 7-0-0 3-6-0 3-6-0 Plate Offsets (X Y)— [1.0-3-1 0-1-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.05 5-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.07 5-7 >999 180 BCLL 0.0 ' Rep Stress [nor NO WB 0.78 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 38 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=181210-8-0 (min. 0-1-8), 4=1509/Mechanical Max Horz1=153(LC 21) Max Upliftl=-855(LC 8), 4— 770(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2724/1263 BOT CHORD 1-8=-1280/2515, 5-8— 1280/2515, 5-9=-1280/2515, 4-9=-1280/2515 WEBS 2-5=-853/1868, 2-4=-2728/1389 Structural wood sheathing directly applied or 3-2-15 oc purlins, except end verticals. Rigid ceiling directly applied or 8-5-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; 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 100 lb uplift at joint(s) except (jt=lb) i =855, 4=770. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 938 lb down and 471 lb up at 1-0-12 , and 938 lb down and 471 lb up at 3-0-12, and 938 lb down and 471 lb up at 5-0-12 on bottom 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: 1-3= 54,1-4=-20 Concentrated Loads (lb) Vert: 7= 938(F) 8=-938(F) 9— 938(F) Oruss russ ype y 1699916 1 �B' Common 3 1 Job Reference (optional) eU110erS hr=50=0, Han[ filly, hL 3:3bbb U.z4U s Mar s zuzu MI I eK m0UgneS7 Inc. Mon Jun I =41:1 U LU; rage 7 ID:k )eDyO7h 1 UDLrV_BsrG7IYz7?ge-jzRgobQ8tMbfFX71j1 Z9zVvRTDo3wgEbGMSjESz66_N -2-0-o 6-7-9 13-0-0 19-4-7 26-0-0 2-0-0 6-7-9 6-4-7 6-4-7 6-7-9 46 = 5.00 12 Scale=1:44.3 4x4 = Jx4 — JX0 — �4 — 4x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TC 0.48 BC 0.80 WB 0.36 Matrix -AS DEFL in (loc) I/defl Ud Vert(LL) -0.23 8-10 >999 240 Vert(CT) -0.44 8-10 >709 180 Horz(CT) 0.06 7 n/a n/a PLATES GRIP MT20 244/190 Weight:114lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=958/Mechanical, 2=1074/0-8-0 (min. 0-1-8) Max Horz2=200(LC 9) Max Uplift7=-451(LC 10), 2=-612(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-1946/1106, 3-17— 1934/1125, 3-4=-1768/1070, 4-18=-1755/1081, 5-18=-1696/1091, 5-19-1717/1164, 6-19=-1789/1154, 6-20=-1920/1205, 7-20=-1957/1194 BOT CHORD 2-10-918/1775, 9-10=-568/1145, 9-21-568/1145, 21-22=-568/1145, 8-22=-568/1145, 7-8=-1008/1776 WEBS 5-8=-353/757, 6-8-380/396, 5-10=-255/733, 3-10-367/346 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=26ft; save=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Intedor(1) 1-0-0 to 10-0-0, Exterior(2) 10-0-0 to 16-0-0 , Interior(1) 16-0-0 to 23-0-0, Exterior(2) 23-0-0 to 26-0-0 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.Opsf. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=451, 2=612. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job I rusS Truss I ype y 1699916 S ATf10 7 1 Job Reference (optional) imiOers RrstSource, Ylant tarty, M 33b66 VXW s mar a zuzu mn eR mausmes, MG. mon dun W UOR 1:1 V GVN rays r ID:kdeDyO7h1UDLrV BsrG71Yz7?ge-jzRgobQ8tMbfFXTijiZ9zVvLaDogwWIbGMSjESz66 N -5 1-0, 13-0-0 15-0-0 16-0-11 17-7-12 21-9-14 26-0-0 28 2-0- 'A-, 2-0-0 42-2 4 2-2 1-7-1 1-01 2-0-0 2-0 0 1-0-11 1-7-1 4-2-2 4-2-2 2-0-0 �1 4x8 = 5.00 f 12 3x8 = 2x4 II 4x10 MT20HS= 3x4 = YAu — 2x4 11 3x8 = 3x4 = Scale=1.46.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL)-0.5016-17 >621 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.85 16-17 >365 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(CT) 0.08 12 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Attic -0.19 16-17 585 360 Weight:136 lb FT = 20% LUMBER- BRACING• TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied. 133: 2x4 SP No.2,132: 2x6 SP M 26 WEBS 1 Row at midpt 6-8 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1197/0-8-0 (min. 0-1-10), 12=1197/0-8-0 (min. 0-1-10) Max Horz 2=204(LC 9) Max Uplift2=-515(LC 10), 12=-515(LC 10) Max Grav2=1375(LC 16), 12=1375(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-27= 2909/853, 3-27=-2909/864, 3-4=-25201731, 4-5=-2456/734, 5-28=-21381763, 6-28— 2095/767, 6-7= 131769, 7-8=-13671, 8-29=-2094f767, 9-29= 2136/764, 9-10=-2458f734, 10-11= 2522f730, 11-30=-2924/863, 12-30=-2924/851 BOT CHORD 2-19=-619/2830, 18-19=-619/2830, 17-18=-616/2832, 16-17=-402/2242, 15-16=-615/2693, 14-15=-616/2691, 12-14= 616/2691 WEBS 6-20= 3053f764, 8-20=-3053/764, 9-16=0/818, 11-16=-658/263, 5-17=0/803, 3-17=-652/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 10-0-0, Exterior(2) 10-0-0 to 16-0-0 , Interior(1) 16-0-0 to 25-0-0, Exterior(2) 25-0-0 to 28-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load 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) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-20, 8-20; Wall dead load (5.0psf) on member(s).9-16, 5-17 ?) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=515, 12=515. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum . sheetrock be applied directly to the bottom chord. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard 3jo o russ I russ I ype y 1699916 AH21 Hip 2 1 Job Reference (optional) ubto u vu, r1wn Uny, r� 00000 mz4U s Mar y zu?u MI 1 eK 1nouSrll@S, Inc. Mon Jun 10 UtSAI WU 1UZU rage 1 ID:k)eDyO7h1UDLrV BsrG71Yz7?ge-FmtSaFPV62Tod0YVAK2wQHM9NpOA86sS1iiAi0z66_O 22-4-0 3629-1 19.48 21.Oi -3-i 468. 4 I 3 N5 36-6 .16.6-7-7 1-7-8 1-4-0 8N56 Scale = 1.79.1 4x10lVM0HS= 2.5012 2x4 II 5x6 = 5x8 = 5.00 R c a 7 7xl4 MT20HS= G8 1Y 13 -- 3V IL 3x10 =3x6 = 3x4 = 120 4 19.4-8 27-5-9 35-0-3 43-4-0 10-0 4 9-4-4 8-1-1 7-6-10 8-3-13 ;TP= t0 11 I� o .- 3x8 = Plate Offsets (X,Y)— [3:0-3-0,Edgel, [6:0-3-0,0-2-41, [7:0-4-0,0-1-131, [11:0-4-2,0-1-81, [15:0-10-8,0-2-121, [16:0-7-0,0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.67 15-16 >771 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.98 15-16 >531 180 MT20HS 187/143 BCLL 0.0 " Rep Stress Incr YES WB 0.82 Horz(CT) 0.38 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 258 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' T3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* Bi: 2x6 SP M 26, B2: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W2: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=1603/0-8-0 (min. 0-1-8), 11=1603/0-8-0 (min. 0-1-15) Max Horz 1=336(LC 8) Max Upliftl= 763(LC 10), 11= 763(LC 10) Max Grav 1=1 605(LC 15), 11=1636(LC 16) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 5-15, 6-15, 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23= 6754/4219, 2-23=-6706/4225, 2-3-6203/3760, 3-4=-6167/3775, 4-24-2400/1734, 5-24=-2324/1754, 5-6=-2393/1962, 6-7=-2092/1765, 7-25-2689/2018, 8-25=-2753/1997, 8-9-3434/2291, 9-10=-3494/2270, 10-26=3584/2314, 11-26=-3636/2303 BOT CHORD 1-16=-3856/6571, 15-16=-2274/4011, 15-27=-1038/2038, 27-28=-1038/2038, 14-28=-1038/2038, 14-29- 1555/2630, 13-29=-1555/2630,13-30=-1555/2630, 12-30=-1555/2630, 11-12-2020/3310 WEBS 2-16=-533/543, 4-16=-1590/3111, 4-15= 2142/1337, 5-15=-375/503, 6-15=-804/1168, 6-14= 303/342, 7A4=-381/849, 8-14=-730/627, 8-12-391/752, 10-12=-413/390 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 4-4-0, Interior(1) 4-4-0 to 14-10-7, Exterior(2) 14-10-7 to 28-5-9, Interior(1) 28-5-9 to 39-0-0, Exterior(2) 39-0-0 to 43-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSUTPI 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 Qt=lb) 1=763, 11=763. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard oI cuss I cuss I ype y 1699916 AH19 Hip 2 1 Job Reference (optional) tsmaers t'Irstsource, Plant uny, M 3: W ts.240 s Mar a xuxu M' I eK InmstrleS, Inc. Mon Jun 1 b 06:4i mi 2uzu Ydgge 1 ID:kJeDyO7hl UDLrV_BsrG7IYz7?ge-I0Ih9ZOFaRD404P72vOSLsHocOIBjDG9aOD3d7z66_Q 6-5 1 12-9-1 19-0 0 24 4 0 30 6-15 36-10-15 43 4 0 6-5-1 6 4 1 6-2-14 5 4 0 6-2-15 6.4-1 6-5-1 5.00 12 ST1 0 410 MT20HS= 2.50 F12 5x6 = 5x8 = 8x14 MT20HS= 3x4 = 4x6 = 3x4 = 10-0-4 19-4-8 24-4-0 33-9-14 _J 43-4-0 1 n.n.d. A-d-d d-11-R 9--5-1R 9-6-3 Scale=1:79.1 co co i STP= 10 IvI� 0 3x8 = Plate Offsets (X Y)— [1:0-2-15,0-0-51,13:0-3-0,Edgel,[5:0-3-0,0-2-4],[6:0-5-12,0-2-81,[10:0-4-2,0-1-8],[14:0-8-0,0-2-4],115:0-6-8,0-4-41 LOADING (psf) SPACING- '2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES - GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.6414-15 >818 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.9314-15 >556 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(CT) 0.37 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 239 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 31 `Except- T3: 2x4 SP No.2, Ti: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* Bi : 2x6 SP M 26, B2: 2x6 SP No.2, B4: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* W2: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=1603/0-8-0 (min. 0-1-8), 1 0=1 603/0-8-0 (min. 0-1-15) Max Horz 1=304(LC 9) Max Upliftl=-763(LC 10), 10= 763(LC 10) Max Grav1=1603(LC 1), 10=1620(LC 16) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-14, 6-14, 7-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-6648/4377, 2-22=-6600/4384, 2-3=-6104/3940, 3-4=-6067/3954, 4-5= 2397/1832, 5-6= 2174/1792, 6-7=-2416/1834, 7-8=-3272/225818-9= 3325/2239, 9-23=-3556/2424, 10-23=-3609/2414 BOT CHORD 1-15=-4003/6446, 14-15=-2391/3909, 14-24=-1244/2176, 13-24=-1244/2176, 12-13— 1715/2720, 12-25_ 1715/2720, 25-26=-1715/2720, 11-26=-1715/2720, 10-11=-2125/3287 WEBS 2-15= 528/524, 4-15— 1663/3086, 4-14=-2107/1411, 5-14=-330/627, 6-13=-316/785, 7-13=-843/623, 7-11 =-1 96/622, 9-11=-421/399 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-4-0, Interior(1) 4-4-0 to 12-9-1, Exterior(2) 12-9-1 to 30-6-15, Interior(1) 30-6-15 to 39-0-0, Exterior(2) 39-0-0 to 43-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSUTPI i 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) 1=763, 10=763. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job I russ Truss rype y 1699916 AH17A Hip 1 1 Job Reference (Optional) V=aers rIr8I50Urae, r,anc ciry, M saocc a.z4u s mar a zuzu mi i ex mausvies, inc. mon aun i a utf:41.ua zuzu rage 1 ID:kJeDyO7h1UDLrV_BsrG71Yz7?ge-gBCJyDNdp75DmwgxUBVDofkdxcOr kl?LkUW5hz66 R 49-10 10-Ill 10�14 17-0-0 21-10-11 26 4-0 31-7-1 37-4-7 43-4 0 4 5 0 0$-10 6-7-2 410-11 45 6 5 3-1 5-9-5 5 11-9 Scale =1:79.1 5x8 = 5.00 12 3x4 = 5x6 = 5 6 7 5x8 7:�- 3x4 3x8 MT201-lS i 4 25 8 26 4x6 3 9 2x4 = 1 W3 0 ST1.5x8 STP= 1 17 7 1 = 16 VI? 4x8 Z: 15 28 29 14 13 12 7x8 = 3X8 = 4x6 = 3x4 = 4x10 MT20HS � 2.50 12 2x4 10 27 ST1.5x8 STP= 3x8 = 10-0-4 14-8-6 19-4-8 26-40 35-5-1 43 4-0 r 1n-0-4 4-8-2 4-8-2 6-11-8 9-1-0 7-10-15 Plate Offsets (X,Y)— [1:0-2-11,0-0-5], [5:0-4-0,0-1-13], [7:0-3-0,0-2-4], [9:0-3-0,Edge], [11:0-4-2,0-1-81, [15:0-4-0,0-2-111, fl7:0-7-0,0-4-8], [18:0-0-0,0-1-12] LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.6416-17 >807 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.89 16-17 >582 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.38 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 247 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 `Except` T1: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 `Except` 131,132: 2x6 SP M 26 WEBS 2x4 SP No.3 `Except` W2: 2x4 SP No.2 REACTIONS. (lb/size) 1=1603/0-8-0 (min. 0-1-8), 11 =1 603/0-8-0 (min. 0-1-14) Max Horz 1=-272(LC 8) Max Upliftl=-763(LC 10), 11= 763(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-16, 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6530/4518, 2-3=-6088/4118, 3-4=-6017/4131, 4-25=-3366/2444, 5-25--3291/2464, 5-6= 2408/1964, 6-7=-2357/1920, 7-8— 2598/1992, 8-26=-3336/2432, 9-26=3385/2422, 9-10= 3445/2415, 10-27=-3568/2516, 11-27=-3634/2507 BOT CHORD 1-1 7=-4135/6290,16-17=3771/5891, 15-16=-1612/2610, 15-28=-1514/2442, 28-29=-1514/2442, 14-29=-1514/2442, 13-14=-1840/2797,12-13=-1840/2797, 11-12= 2217/3324 WEBS 2-18=-467/423, 4-16= 3298/2194, 5-16— 879/1445, 5-15=-479/303, 6-15= 265/147, 6-14=-333/170, 7-14= 443/730, 8-14=-682/572, 8-12=-248/574, 10-12= 358/353, 17-1 8=-1 484/2541, 4-18=-1438/2491 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-3-8, Interior(1) 4-3-8 to 10-10-7, Exterior(2)10-10-7 to 32-5-9, Interior(1) 32-5-9 to 39-0-0, Exterior(2) 39-0-0 to 43-4-0 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 ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ``This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=763, 11=763. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job I russ I russ I ype y 1699916 �AF!17 Hip Girder 1 1 Job Reference o Gonal Builders FlrstSource, Plant City, FL 33566 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 6-23=-54, 6-8=-54, 8-12=-54, 1-19=-20, 16-19=-20, 16-25=-20 Concentrated Loads (lb) Vert: 20=-220(F) 18=-677(F) 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jun 15 08:41:05 2020 Page 2 ID:kJeDy07h1 UDLrV_BsrG71Yz7?ge-M?exktM?2gzM9mFkxU_GRBViC4bFNws65kyZEz66_S oI russ I russ I ype y 1699916 AH17 Hip Girder 1 1 Job Reference (optional) Builders FrstSource, Plant City, FL 33566 3.240 s Mar 9 2020 MiTeK Industries, Inc. Mott Jun 15 08:41:05 2020 Page 1 ID:kJeDyO7hl UDLrV_BsrG71Yz7?ge-M?exktM?2gzM9mFkxU_GRBViC4bFNws65kyZEz66_S 8-0-1 10-0 4 1 12-20 17 0 0 21-8-0 26 4-0 32-0-0 37-8-0 r 8 0-1 2-0-0 2-1-12 4 10-0 4.8-0 48-0 5 8-0 5 9-0 5-8-0 Scale =1:79.1 5x8 = 5.00 12 ST7.5x8 STP= 10x16 MT20HS= 5x8 zz 7A4 MT20HS � 2.50 12 3x4 = 5x6 = ST1.5x8 STP= 7xB = 3x8 = 4x6 = 3x4 = 3x8 = 10-0-4 12-2-0 7-11-8 8-9-1 7-11.9 z0 n-2926-4-0 10-0 43--0 z2 o-s-11-s 4 0-0-9 9 Po 18 8.6-0 Plate Offsets (X Y)— 13:0-4-3 0-2-01 [6:0-5-12 0-2-8] [8:0-3-0,0-2-41 110:0-3-0,Edge], [12:0-4-2,0-1-81, [16:0-4-0,0-2-11 L [18:0-4-0,0-4-81, [19:0-8-0,0-5-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.73 18 >712 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.98 18 >531 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.49 Horz(CT) 0.43 12 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight: 268 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 1-8-14 oc purlins. T2: 2x6 SP No.2, T1: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 4-7-3 oc bracing. BOT CHORD 2x6 SP M 26 *Except' WEBS 1 Row at midpt 5-17, 7-15 B3,B4: 2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP M 31 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=2270/0-8-0 (min. 0-1-13), 12=1816/0-8-0 (min. 0-2-2) Max Horz 1=271(LC 24) Max Upliftl =-1 147(LC 8), 12=-886(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9470/4808, 2-3=-9094/4617, 3-4=-9086/4622, 4-5=-6500/3343, 5-6=-3706/1971, 6-7=3120/1741, 7-8= 2863/1594, 8-9=-3149/1666, 9-10=3873/1957, 10-11=-3930/1947, 11-12=-4178/2088 BOT CHORD 1-20= 4410/8868, 19-20=-4421/8887, 18-19=-4149/8561, 17-18=-2938/6159, 16-17=-1540/3496, 16-28=-1359/3091, 28-29=-1359/3091, 15-29=-1359/3091, 14-15=-1549/3350, 13-14= 1549/3350, 12-13=-1854/3827 WEBS 2-19= 398/285, 4-19=-1888/3739, 4-18=-3665/1842, 5-18— 1510/3131, 5-17= 3590/1880, 6-17=-988/2038, 6-16=-918/425, 7-16=-333/268, 7-15=-595/292, 8-15=-429/937, 9-15=-723/447, 9-13=-131/489, 11-13=-375/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=43ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (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 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, with BCDL = I O.Opsf. 7),Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except Qt=lb) 1=1147, 12=886. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 220 lb down and 160 lb up at 7-11-8 , and 677 lb down and 381 lb up at 12-1-0 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 Continued on page 2 Job I russ russ ype y 1699916 AH15B Jack -Partial 1 1 Job Reference (optional) IrsloourC , Mani telly, M 14000 U.24U s Mar u Zu2U MI I eN Inaustnes, IOC. Mon Jun 1 b UU:41 t03 ZUZU Vage 1 ID:kJeDy07h1 UDLrV BsrG71Yz7?ge-QcWBKBLkWCjevT5Mp3xWA06FGPTUnWkZfnFsUMz66_U 3-11-6 T--10-12 3-11-6 3-11-6 d ST1 U4 Scale =1 :21.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.10 4-7 >923 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.21 4-7 >456 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -AS Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=292/0-8-0 (min. 0-1-8), 3=96/Mechanical, 4=193/Mechanical Max Horz1=175(LC 10) Max Upliftl=-99(LC 10), 3=-106(LC 10), 4_ 71(LC 10) Max Grav1=292(LC 1), 3=98(LC 15), 4=200(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-700/770, 2-8=-652/778 BOT CHORD 1-4=-971/691 WEBS 2-4=-667/942 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0, Interior(l) 3-0-0 to 3-6-7, Exterior(2) 3-6-7 to 7-10-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 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) 1, 4 except Ot=lb) 3=106. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAp CASE(S) Standard o russ I russ I ype y 1699916 JAH15A Hip 1 1 Job Reference (optional) nw aars hrscsource, ream ulry, m imub 8.Z4U s Mar 9 Zuzu MI I ex InauStrleS, IOC. MOn Jun lb U8:41 VU ZUZU Page 1 ID:kJeDyO7h1UDLrV BsrG7lYz7?ge-QcWBKBLkWCjevT5Mp3xWA069vPMRnPfZfnFsUMz66_U 7-8-7 15-0-0 22-9 1 28-4-0 35-7-9 43 4 0 45 4-0 7-8-7 7-3-9 , 7-9-1 5-6 15 7-8-7 ST1.5x8 STP= o 6x12 MT20HS i 5.00 12 425 3x8 MT20HS 2x4 3 24 2 16 7xl4 MT20HS= 15 2x4 II 4x10 MT20HS- 2 50 12 Scale=1:79.5 3x4 = 5x8 = 2 5 27 6 4 2B5A X6 78 _ 8 ST1.5x8 STP= tb 29 9 66 ,0 14I 14 30 31 13 72 11 7x8 = 3x8 = 4x6 = 2x4 II 34 = 10-0 4 15-0 0 19 4 8 28-4-0 35-7-9 , 43-4-0 16-0-4 4-1 02 4-4-8 8-11-8 7-3-9 7-8-7 Plate Offsets (X,Y)— [1:0-5-0,0-1-101,[4:0-7-12,0-2-01.[6:0-4-0,0-1-131,[7:0-5-0,0-3-01,[7:0-0-0,0-1-12],[14:0-4-0,0-2-111,[16:0-7-0,0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.6315-16 >830 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.9513-14 >546 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(CT) 0.38 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 232 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2,T1: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 "Except' Bi: 2x6 SP M 26, B2: 2x6 SP No.2 WEBS 2x4 SP No.3 `Except' W2: 2x4 SP No.2 REACTIONS. (lb/size) 1=1601/0-8-0 (min. 0-1-8), 9=1714/0-8-0 (min. 0-2-0) Max Horz 1=-264(LC 8) Max Upliftl=-759(LC 10), 9=-914(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-16, 5-13, 8-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-23=-6460/4490, 2-23=-6398/4501, 2-3=-6018/4077, 3-24=-5990/4079, 4-24= 5946/4099, 4-25=-2704/2127, 25-26= 2704/2127, 26-27=-2704/2127, 5-27=-2704/2127, 5-6=-2535/2017, 6-28=-2729/2066,7-28=-2804/2045,7-8= 2812/2042,8-29=-3473/2397,9-29= 3536/2377 BOT CHORD 1-16=-4019/6203, 15-16=-1852/3079, 14-15=-1877/3109, 14-30=-1692/2764, 30-31=-1692/2764, 13-31=-1692/2764, 12-13= 1986/3206, 11-12— 1986/3206, 9-11— 1986/3206 WEBS 2-16=-541/619, 4-16=-2030/3363, 4-14=-607/395, 5-14=-257/205, 5-13=-507/317, 6-13=-382/74018-13— 825/557, 8-11=0/292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 4-4-0, Interior(1) 4-4-0 to 8-10-7, Exterior(2) 8-10-7 to 21-1-9, Interior(1) 21-1-9 to 22-2-7, Exterior(2) 22-2-7 to 34-5-9, Interior(1) 34-5-9 to 41-0-0, Exterior(2) 41-0-0 to 45-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=759, 9=914. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job I russ I russ I ype y 1699916 �AH`15 Hip 1 1 ' Job Reference o tiona Builders First5ouroe, Plant City, FL 33566 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jun 15 08:41:02 2020 Page 1 ID:kJeDy07hlUDLrV_BsrG71Yz7?ge-yQyo6rK6mvbn[JW9FMQHepa0q?3B2 zQQ7Wlywz66_V 7-6-0 15-0-0 19-5-12 23-11-8 28 4 0 31-2-4 7-6.0 7-6-0 4-5-12 4.5-12 44 8 2-10-4 ST1 5x6 = 5.00 F12 3x4 = 2x4 11 5x6 = 3x4 = 2x4 II 3x6 = 3x8 = 5x12 = 2.50 12 , 7-6-0 15-0.0 23-11-8 31-2-4 7-6-0 7-6-0 8-11-87-2-12 Scale=1:57.8 Plate Offsets (X,Y)— [3:0-3-O,Edge], [4:0-3-0,0-2-4], [7:0-3-0,0-2-41, [9:0-5-0,0-2-131, [10:0-6-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.23 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT)-0.4210-11 >888 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 175 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1149/0-8-0 (min. 0-1-8), 9=1149/Mechanical Max Horz 1=275(LC 10) Max Upliftl= 524(LC 10), 9=-570(LC 10) Max Grav 1 =1 156(LC 15), 9=1149(LC 1) BRACING• TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17= 2414/1489, 2-17=-2374/1503, 2-3=-1654/1090, 3-18=-1602/1098, 4-18=-158411112, 4-19=-1485/1124, 5-19= 1485/1124, 5-6-10291800, 6-7-1023/793 BOT CHORD 1-13=-160212265, 12-13-1602/2265, 11-12-1602/2265, 11-20=-953/1331, 20-21=-953/1331, 10-21=-953/1331, 9-10=-404/551 WEBS 2-13=0/299, 2-11=-835/615, 4-11= 31/367, 5-11=-1451300, 5-10=-516/419, 6-10= 258/276, 7-10=-554/905, 7-9= 1034/790 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-1-7, Interior(1) 3-1-7 to 10-7-1, Exterior(2) 10-7-1 to 19-5-12, Interior(1) 19-5-12 to 23-9-12, Exterior(2) 23-9-12 to 31-0-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members; with BCDL=10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7).Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=524, 9=570. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job I russ Icuss Type y 1699916 AI-1 Hip 1 1 Job Reference o tional rstSource, Plant City, FIL 33566 8.240 s Mar 9 2020 MiTek Industries, Inc. Man Jun 15 08:41:01 2020 Page 1 ID:kJeDy07h1UDLrV BsrG71Yz7?ge-UEOCNWJU?bTxg9xziev25biqibhCJaxGBTmIQTz66_W -2-0-0 6-61 13-0-0 18 7-7 24 8-9 30-4-0 36-10 0 43-4 0 45-4 0 2-0 0 s-s 0 s s-0 5 7-7 6-1-1 5-7-7 6 6 0 6-6-0 2-0-0 5.00 12 5x8 = 46 2x<26 3 ST1.5x8 S TIR 2 'dt 1 c 18 Scale=1.78.5 3x4 = 4x6 =3x4 = 5x8 = 27 6 28 7 8 2 30 9 4x6 10 2x4 i W3 11 31 ST1.5x8 STP= "Z:1 2 13 1d 17 33 34 16 35 15 36 14 3x8 = 5x6 WB= 3x4 = 5x6 w6= 3x8 = 3x8 = 3x8 = 10-10-11 21-8-0 32-5-5 43-4-0 10-10-11 10-9-5 10-9-5 10-10-11 Plate Offsets (X,Y)- [2:0-4-2,0-1-8], [4:0-3-0,Edge], [5:0-4-0,0-1-131, [7:0-3-0,Edge], 19:0-4-0,0-1-131, [10:0-3-0,Edgel, [12:0-4-2 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.43 16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.8016-18 >646 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.19 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 218 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1711/0-8-0 (min. 0-2-0), 12=1711/0-8-0 (min. 0-2-0) Max Horz 2=240(LC 9) Max Uplift2=-910(LC 10), 12=-910(LC 10) Max Grav2=1716(LC 15), 12=1716(LC 16) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-18, 8-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-3536/2456, 3-25= 3507/2472, 3-26=-3166/2175, 4-26=-3155/2181, 4-5— 3094/2197, 5-27=-2519/1956, 6-27— 2519/1956, 6-28=3174/2338, 7-28=-3174/2338, 7-29= 3174/2338, 8-29— 3174/2338, 8-30= 2519/1956, 930=-2519/1956, 9-10=-3094/2197, 10-31=-3155/2181, 11 -31 =-3166/2175, 11-32= 3508/2472, 12-32= 3536/2456 BOT CHORD 2-18=-2067/3394, 17-18=-1880/3146, 1733=-1880/3146, 33-34=-1880/3146, 16-34= 1880/3146, 16-35= 1880/3114, 35-36=-1880/3114, 15-36— 1880/3114, 14-15=-1880/3114, 12-14=-2067/3233 WEBS 3-18=-503/499, 5-18=-457/949, 6-18=-899/501, 6-16=0/274, 8-16=0/274, 8-14=-899/501, 9-14=-457/949, 11-14=-503/499 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 2-4-0, Interior(1) 2-4-0 to 6-10-7, Exterior(2) 6-10-7 to 19-1-9 , Interior(1) 19-1-9 to 24-2-7, Exterior(2) 24-2-7 to 36-5-9, Interior(1) 36-5-9 to 41-0-0, Exterior(2) 41.0-0 to 45-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=910, 12=910. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum she-otrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job I russ I russ I ype ty y 1699916 AH13 Hip Girder 1 1 Job Reference (optional) COKOers Mr9t50tIM8, Plant U11y, rL 33566 LOAD CASE(S) Standard 1) Bead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:1-4=-54, 4-8= 54, 8-10=-54, 2-17= 20 Concentrated Loads (lb) Vert:25=-220(B) 26=-677(B) 6.240 a Mar 9 2020 Mil OK Industries, Inc. Mon Jun 15 08:40:59 2020 Page 2 ID:kJeDy07h1UDLrV_BsrG7lYz7?ge-XrGgUgIET DDRrnaaDtaOAyTVn?arZmzk9HeLbz66_Y 0 rUSS ype y 1699916 FAH17 Hip Girder 1 1 Job Reference (optional) Humers i-irstsource, Plant uity, rL 33b55 8240 s Mar 9 2020 MiTek Industries, Inc. Mon Jun 15 08:40:59 2020 Page 1 ID:kJeDy07h1 UDLrV Bsr671Yz7?ge-XrGgUgIET DDRmaaDtaOAyl Vn?arZmzk9....6_Y 2-0-0 6 6-0 13-0-0 18-9 5 246-11 30 4 0 36-10-0 43-4-0 2-0-0 6-6 0 6 6-0 5 9-5 5-9-5 5-9-5 6-6-11 6-6-0 5.00 F12 2x4 5x6 = 3x4 = 3x6 = 5x6 = 400 c a 7 oo 2& Scale=1:78.0 of STP= 10 to ST1.5x8 STP= 2x4 II 4x10 MT20HS= 48 = 5x6 WB= 3x4 = 3x8 = 4x8 = 7X8 = 6-6-0 7 11 8 12-1-0 1PO 0 23-1-5 33-2-11 43-4-0 6-6-0 1-5-8 4-1-8 0-11-0 10-1-5 10-1-5 10-1-5 Plate Offsets (X,Y)— [2:0-1-13,0-0-01, [3:0-4-0,0-3-41, [4:0-3-0,0-2-41, [8:0-3-0,0-2-41, [10:0-8-0,0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.53 11-13 >981 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.8211-13 >634 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.85 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 229 lb FT = 20% LUMBER - TOP CHORD 2x4 SP N0.2 *Except* T2,T5: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 'Except' Bi: 2x6 SP M 26, B2: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 10=1830/0-8-0 (min. 0-18), 2=2382/0-8-0 (min. 0-2-0) Max Horz 2=232(LC 24) Max Uplift10= 890(LC 8), 2— 1305(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-3-5 oc bracing. WEBS 1 Row at midpt 3-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5547/2812, 3-4— 4417/2247, 4-22=-4044/2151, 5-22=-4044/2151, 58=-4016/2099, 6-7=-4016/2099, 7-23=-4105/2173, 23-24=-4105/2173, 8-24=-4105/2173, 8-9— 3840/1905, 9-10= 4173/2098 BOT CHORD 2-16= 2513/5077, 16-25=-2520/5097, 25-26=-2520/5097, 15-26=-2520/5097, 14-15=-194914175, 14-27=-1950/4172, 27-28=-1950/4172,13-28= 1950/4172, 12-13� 1449/3220, 12-29= 1449/3220, 29-30=-1449/3220, 1180=-1449/3220, 10-11 =-1 856/3823 WEBS 3-16— 178/493, 3-15— 1162/721, 4-15=-595/1354, 5-15= 742/534, 5-13=-349/373, 7-13=-341/277, 8-13=-541/1252, 8-11 =-1 63/644, 9-11=-494/413 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.20sf; BCDL=5.Opsf; h=15ft; B=45ft; L=43ft; eave=5ft; 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 ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=890, 2=1305. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 220 lb down and 160 lb up at 7-11-8 , and 677 lb down and 382 lb up at 12-1-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 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 Continued on page 2 oI russ I cuss I YPe MY Y 1699916 AH11T Hip 1 1 + Job Reference (optional) Builders FlrstSource, Plant City, FL 33566 LOAD CASE(S) Standard 6.24U S Mar U %UZU MI I eK InaUSIne$, InC. Mon Jun 7o utmuzu ZUZu Yage z ID:kJeDy07h1UDLrV_BsrG71Yz7?ge-3fjlGUHcig5MphDOOWMLTzPJ1Oht66dgVVY5p8z66 Z Job russ IrusS ype y 1699916 JAH11T Hip 1 1 Job Reference (optional) HEMers Frst5ource, Plant City, FL 33566 ST1.5x8 0 &14 Mf20HS= qnnFi—o- 5x12 = 4x4 = 3x4 = 2x4 11 46 = 5x8 = 4x4 II 7x8 = 4x6 = 3x4 = 2-0-0 4x6 = Scale=1:79.9 2 B-6 11-0-0 17-4-0 24.10-0 32-4 0 43-4-0 2-8-8 8-3-8 6-4 0 7-6-0 7 6-0 11-0-0. Plate Offsets (X,Y)— [2:0-9-2,0-0-01, [4:0-11-12,0-2-81, [6:0-3-0,Edge), [8:0-5-4,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.65 5 >792 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.91 14-15 >564 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(CT) 0.33 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 283 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SP No.2 *Except* 131: 2x6 SP M 26, B4: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* W5: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E LBR SCAB 1-4 2x8 SP 2400F 2.0E one side REACTIONS. (lb/size) 1=1615/0-8-0 (min. 0-4-9), 1 0=1 704/0-8-0 (min. 0-2-0) Max Horz 1=-201(LC 8) Max Upliftl= 740(LC 10), 10= 908(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 5-4-0 oc bracing: 2-17 WEBS 1 Row at midpt 14-16 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-624/535, 2-3=-5229/3697, 3-24=-4050/2803, 4-24=-3967/2817, 4-25=-4581/3258, 25-26=-4581 /3258, 5-26=-4581 /3258, 5-6=-4553/3238, 6-7=-4553/3238, 7-27=-3674/2677, 27-28— 3674/2677, 8-28=-3674/2677, 8-9= 3155/2210, 9-29=-3457/2517, 29-30=-3518/2516, 10-30=-3544/2504 BOT CHORD 2-17= 3364/5110, 16-17=-2263/3733, 5-16=-366/391, 14-15= 286/525, 13-14=-1692/2868, 12-13=-1692/2868, 10-12=-2111/3247 WEBS 4-17=-392f761, 4-16= 633/1094, 14-16=-1993/3207, 7-16=-599/982, 7-14=-868/705, B-14=-644/1067, 8-12= 61 /463, 9-12=-491 /451, 3-17=-1504/1167 NOTES- 1) Attached 12-0-9 scab 1 to 4, back face(s) 2x8 SP 2400F 2.0E with 2 row(s) of 10d (0.131 "x3") nails spaced 9" o.c.except : starting at 2-5-2 from end at joint 1, nail 2 row(s) at 3" o.c. for 3-2-5. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 17-1-9, Interior(1) 17-1-9 to 26-2-7, Exterior(2) 26-2-7 to 38-5-9, Interior(1) 38-5-9 to 41-0-0, Extedor(2) 41-0-0 to 45-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . 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. 8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=740, 10=908. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Continued on page 2 Job I russ I cuss I ype tyPly 1699916 AH11 Roof Special 1 1 o tional Job Reference builders F1rst5ource, Plant City, FL =66 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jun 15 08:40:57 2020 Page 1 ID:kJeDy07h1UDLrV BsrG71Yz7?ge-bT9w38G xMzVBYeCTog6xls76_LvNgnhHroXHiz66_a 2-0-0 6 6-0 13-0-0 15 0-0 23-8-0 32-4-0 37-9-12 43- O 45-4-0 2-0-0 6.6-0 2-0-0 8-8-0 8-8-0 5-5-12 fi 5.00 12 5x6 11 5 5x6 = 46 6 27 2x4 II 4 26 T 3 ST1.5x8 STP=VX 25 1 YI 1 2 18 32 17 1363 Us3x4 = 4x6 = = 7x8 = 3x8 = 15 14 46 = 5x8 = 288 — 29 9 2x4 11 3x8 MT20HS= Scale=1:81.5 30 2x4 10 ST1.5x8 STP= 31 } 11 12 Ia 0 13 3x8 = 4x6 = 6-10-8 15 0 0 23-8-0 32-4-0 43-4-0 8-t- 6 10 8 8 8-8-0 8-8-0 11-0-0 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [8:0-3-0,Edge], [9:0-4-0,0-1-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.5215-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.7915-16 >656 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(CT) 0.21 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 219 lb FT = 20% LUMBER - TOP CHORD 2x4 SP N0.2 *Except* T4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except* Bi: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=171110-8-0 (min. 0-2-0), 11=1711/0-8-0 (min. 0-2-0) Max Horz 2=-240(LC 8) Max Uplift2=-910(LC 10), 11= 910(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-16, 7-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-3592/2213, 3-25— 3537/2230, 3-4=-3551/2327, 4-26=-3505/2329, 5-26=-3482/2343, 5-6=-3782/2583, 6-27=-3432/2329, 7-27= 3432/2329, 7-28— 2909/2019, 8-28=-2909/2019, 8-29=-2909/2019, 9-29— 2909/2019, 9-30=-3125/2078, 10-30=-3180/2064, 10-31=-3534/2341, 11 -31 =-3561/2327 BOT CHORD 2-18— 1826/3300, 18-32=-1444/2677, 32-33— 1444/2677, 17-33=-1444/2677, 16-17=-1444/2677, 15-16=-2167/3805, 14-15=-2167/3805, 13-14=-2167/3805, 11-13— 1948/3262 WEBS 3-18=-383/382, 5-18=-433/838, 5-16— 1365/2203, 6-16=-1669/1211, 7-16=-581/297, 7-15=0/317, 7-13=-1030/650, 9-13=-343/839, 10-13= 480/389 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; 8=45ft; L=43ft; eave=5ft; Cat. II; Exp C; Encl„ GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 2-4-0, Interior(1) 2-4-0 to 8-8-0, Exterior(2) 8-8-0 to 15-0-0, Interior(1) 15-0-0 to 28-0-0, Exterior(2) 28-0-0 to 36-8-0, Interior(1) 36-8-0 to 41-0-0, Exterior(2) 41-O-0 to 45-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=910, 11=910. 0) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job I russ I fuss I ype y 1699916 jAH9T Hip 1 1 re Job Refence (optional) owiaers nrsraource, rnan[ Uny, rL a�oo n.z4u s Mar u zuzu ml I eK Inousmes, Inc. Mon Jun it, utmuz i zuzu vage z ID:kJeDy07h1 UDLrV BsrG7lYz7?ge-7GbXroFLA3reaO30v5JtOYK?jaz eCUX2B3_kGz66_b NOTES 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom -chord. LOAD CASE(S) Standard Job I russ I russ I ype y 1699916 �AHEIT Hip 1 1 Job Reference (optional) Builders FrstSource, Plant City, FL 33566 8.240 s Mar 9 2020 Welk Industries, Inc. Mon Jun 15 08:40:56 2020 Page 1 ID:kJeDyO7h1UDLrV_BsrG71Yz7?ge-7GbXroFLA3reaO3Ov5JtOYK?jaz_eCUX2B3_kGz66_b 2-8 8 5-10-4 9-0 0 13-2-0 17 4-0 23 0 9 28-7-7 34-4-0 38-1 %1 43-4-0 !1 .4-0 2-8-8 3-1-12 3-1-12 4-2-0 4-2-0 5-8-9 5 6 13 5 8-9 46-0 8x12 = 4x6 = 5.00 12 E8 4 5 3x6 = 3 ST1.5x8 STP= 2 ^� 1 0 21 20 7x8 = 4x4 = 8x14 M 44 = M�EE - —E� � mn S. i I PI-1 r�wwwmlm maw-Im -!. PAr 3x6 = 6x8 = 4x10 MT20HS= 3x4 = 48 = 2-8-8 9-0-0 13-2-0 17 4-0. 23-0-9 28-7-7 34 4-0 43-4-0 ,_a_a 1 a_a_a �a_o o_n_n 34 = Scale = 1:79.9 Plate Offsets (X,Y)— [2:0-1-2,0-0-01, [8:0-4-O,Edgel, [10:0-1-12,03-121, [12:0-0-2,Edge], [17:0-4-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.65 6 >794 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.93 6 >558 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.36 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 307lb FT=20% LUMBER - TOP CHORD 2x8 SP 240OF 2.0E `Except* T4: 2x4 SP No.2, T3: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* Bi: 2x6 SP M 26, B3: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* W6: 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E LBR SCAB 1-4 2x8 SP 240OF 2.0E one side REACTIONS. (lb/size) 1=1615/0-8-0 (min. 0-4-9), 12=1704/0-8-0 (min. 0-2-0) Max Horz 1 =-1 66(LC 8) Max Upliftl=-740(LC 10), 12=-908(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at micipt 17-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-613/543, 23=-5527/3758, 3-28=-4711/3165, 4-28=-4657/3176, 4-5=-5543/3763, 5-29=-6231/4171, 6-29= 6231/4171, 6-7= 6167/4136, 7-8=-4166/2915, 8-30=-4163/2915, 9-30=-4163/2915, 9-31— 4165/2917, 10-31=-4163/2918, 10-11=-3311 /2271, 11-32=-3554/2509, 32-33=-3565/2503,12-33= 3593/2499 BOT CHORD 2-21= 3421/5416, 20-21= 2705/4474, 19-20— 3380/5543, 17-18=-293/516, 16-17=-2821/4662, 15-16= 2821/4662, 14-15=-1784/3026, 12-14= 2108/3291 WEBS 3-21=-1035/762, 4-21=-275/531, 17-19=-2576/4224, 7-19= 1025/1656, 7-17=-718/574, 7-15— 654/351, 9-15=-334/336, 10-15=-891/1441, 10-14= 34/363, 11-14=-353/347, 4-20= 791/1353, 5-20=-584/442, 5-19=-474/868 NOTES- 1) Attached 9-10-9 scab 1 to 4, back faces) 2x8 SP 240OF 2.0E with 2 row(s) of 10d (0.131 "x3") nails spaced 9" o.c.except : starting at 2-5-2 from end at joint 1, nail 2 row(s) at 3" o.c. for 4-6-3. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 15-1-9, Interior(1) 15-1-9 to 28-2-7, Exterior(2) 28-2-7 to 4[)-5-9, Interior(1) 40-5-9 to 41-0-0, Extedor(2) 41-0-0 to 45-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) *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. 8) Bearing at joint(s) 1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 1=740, 12=908. Continued on page 2 o russ I russ I ype y 1699916 �AI-19 Roof Special 1 1 • Job Reference (optional) Builders FrstSource, Plant City, FL 33566 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jun 15 08:40:54 2020 Page 1 ID:kJeDy07h1UDLrV BsrG71Yz7?ge-BuTnR6E5eRawK4vdngHPJ7EbfmHPA13EatatgNz66_d 2-0-0 53-10 13-0-0 17-0-0 22-9-15 28-6-1 34-4-0 38-10-14 43-4-0 45.4-0 2-0-0 5 3-10 7 8 6 4-0.0 5-9-15 5-8-3 5-9 15 46-14 45-2 2-0-0 ST1.5x8 STP= 28 gt i� 3x6 = Scale=1:81.5 5.00 rl2 5x6 = 3x10 = 5x6 WB - 5 5x8 = 2x4 11 4x6 = 5x6 = 4 6 7 9 10 2x4 3x4 33 3 3 1 32 W 6 11 ST1.5x8 STP= 34 BI 12 13 Ise 21 20 19 1B 17 16 15 14 2x4 II 5x8 = 3x8 NIT20HS= 3x8 = 2x4 II 3x10 = 3x6 = 2x4 I I 3x8 MT20HS= 5-3-10 13-0-0 17-0-0 22-9-15 28 6-1 34 4-0 43-4-0 5-3-10 7-8-6 4-0 15 5. 5-9-15 9-0-0 Plate Offsets (X,Y)— f4:0-3-0,Edgel, r6:0-5-4,0-2-121, [8:0-3-0,Edoe], [10:0-3-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.6717-18 >774 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.9617-18 >542 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.24 12 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 227 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 `Except` T2: 2x4 SP No.i BOT CHORD 2x4 SP No.1 *Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1711/0-8-0 (min. 0-2-0), 12=1711/0-8-0 (min. 0-2-0) Max Horz2=240(LC 9) Max Uplift2=-910(LC 10), 12=-910(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-20, 9-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-28=3681/2293, 3-28=-3594/2307, 3-4=-3011/2014, 4-29=-2941/2016, 5-29=-2931/2030, 5-6=-2957/2063, 6-7=-4585/3079, 7-8=-4585/3079, 8-30=-4585/3079, 9-30=-4585/3079, 9-31= 3065/2124, 31-32=-3065/2124, 1032= 3065/2124, 10-33=-3317/2197, 11-33= 3327/2183, 11-34=-3589/2408, 12-34= 3616/2398 BOT CHORD 2-21 =-1 901/3362, 20-21 =-1 901/3362, 19-20=-2588/4346, 18-19=-2588/4346, 17-18= 2586/4349, 16-17= 2435/4132, 15-16— 2435/4132, 14-15=-2435/4132, 12-14= 2019/3313 WEBS 3-21=0/264, 3-20= 778/445, 5-20=-1136/1900, 6-20— 2261/1535, 6-17=-140/413, 7-17=-331/317, 9-17=-322/545, 9-14=-1283/827, 10-14=-475/972, 11-14=-368/309 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 2-4-0, Interior(i) 2-4-0 to 8-8-0, Extedor(2) 8-8-0 to 17-0-0, Interior(1) 17-0-0 to 30-0-0, Extedor(2) 30-0-0 to 38-8-0, Interior(1) 38-8-0 to 41-0-0, Extedor(2) 41-0-0 to 45-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 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 100 lb uplift at joint(s) except at=lb) 2=910, 12=910. 8)1his truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard JOD Fruss I russ I ype 1699916 AH7T HIP GIRDER 1 JP'y 3 Job Reference 0 tional builders ruslSource, Plant Gay, K 33565 8.240 s Mar 9 2020 MTek Industries, Inc. Mon Jun 15 08:40:53 2020 Page 2 ID:kJeDy07h1UDLrV BsrG71Yz7?ge-jhvPDnDTt8S3iwKREzmAmviWsNzORzQ5MDgK8xz66_e NOTES- 3) Attached 7-8-9 scab 1 to 3, back face(s) 2x8 SP 240OF 2.0E with 2 row(s) of FMTSZO06 spaced 9" o.c.except : starting at 2-5-1 from end at joint 1, nail 3 row(s) at 4" o.c. for 5-2-1. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=43ft; eave=5ft; Cat.11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)' 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. 10) Bearing at joint(s) 1 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 1=1671, 13=1865. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 425 lb down and 415 lb up at 7-0-0, 137 lb down and 135 lb up at 9-0-12, 137 lb down and 135 lb up at 11-0-12,137 lb down and 135 lb up at 13-0-12, 137 lb down and 135 lb up at 15-0-12, 137 lb down and 135 lb up at 17-0-12, 141 lb down and 159 lb up at 19-0-12, 141 lb down and 159 lb up at 21-0-12, 141 lb down and 159 lb up at 22-3-4, 141 lb down and 159 lb up at 24-3-4, 141 lb down and 159 lb up at 26-3-4 , 141 lb down and 159 lb up at 28-3-4, 141 lb down and 159 lb up at 30-3-4, 141 lb down and 159 lb up at 32-3-4, and 141 lb down and 159 lb up at 34-3-4, and 227 lb down and 346 lb up at 36-4-0 on top chord, and 145 lb down and 82 lb up at 7-0-0, 71 lb down and 31 lb up at 9-0-12, 71 lb down and 31 lb up at 11-0-12, 71 lb down and 31 lb up at 13-0-12, 71 lb down and 31 lb up at 15-0-12, 71 lb down and 31 lb up at 17-0-12, 80 lb down at 19-0-12, 80 lb down at 21-0-12, 80 lb down at 22-3-4, 80 lb down at 24-3-4, 80 lb down at 26-3-4, 80 lb down at 28-3-4, 80 lb down at 30-3-4, 80 lb down at 32-3-4, and 80 lb down at 34-3-4, and 313 lb down and 270 lb up at 36-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:1-26=-76, 3-26=-54, 3-10=-54, 10-14= 54, 22-25- 20, 13-21=-20 Concentrated Loads (lb) Vert: 10=-180(F) 24=-145(F) 3= 357(F) 20=-57(F) 6= 11 O(F) 16=-293(F) 31=-97(F) 32=-97(F) 33=-97(F) 34=-97(F) 35=-97(F) 36=-11O(F) 37= 11O(F) 38=-11O(F) 39=-11 O(F) 40=-11 O(F) 41=-110(F) 42=-110(F) 43=-11 O(F) 44=-71(F) 45= 71(F) 46=-71(F) 47=-71(F) 48=-71(F) 49=-57(F) 50- 57(F) 51=-57(F) 52= 57(F) 53=-57(F) 54=-57(F) 55=-57(F) 56=-57(F) Job russ Vruss Type Qty 1699916 AH7T [ HIP GIRDER 1 � 1ply 3 4 Job Reference (optional) ......... .........,.,.,.,, , ...,,...,y, . �..w.... o.c-.v o mev a <u<u mn on nwuamns, uw. rviuu uun m uo:yu:w cucu raga i ID:kJeDyO7hl UDLrV_BsrG71Yz7?ge-jhvPDnDTt8S3iwKREzmAmviWsNzORzQ5MDgK8xz66_e 22-1-14 2-8.8. 7-0-0 12-2-0 1 "'.12 17-4-0 19-0-12 21.0-12 26.10-0 303.4 1-6- 36-0-0 38-10-0 43-4-0 45-4-0 2-9-82-10.12 23.4 1-8-12 2-M -1- 4-8-2 3354 -2-1 4.9-14 &60 2-0-0 Scale =1:79.9 5.00 F12 8x10 = 30 34 L L :5 = 35 `E -! 7Y.14ul ,. 5X8 = �67 t8 391 �0 t1 49 Ix10 = 50 20 51 19 52 18 53 1754 55 56 16 6x12 MT20HS= 4x8 = 6x8 = 3x6 11 48 = 22-1-14 3x4 4x8 11 12 M 13 14 J91 0 15 3x6 11 ST1.5x8 STP= 4x8 = 2-8-8 2.83 7-0-0 7-Qr12 12-2-0 4341 0.0112 5-1-4 17-4-0 5.2-0 i1&0-12i 21.12 1-8.12 2-0-0 -1- 26-1. 4-8-2 31-s-2 4-11-2 36-4o 7,7,14 3&10-0 43.4.0 3.6-0 10 Plate Offsets (X,Y)— [2:0-1-6,0-0-01, [10:0-5-0,0-3-141, [11:0-40,Edgel, [20:0-3-0,0-3-121, [22:0-9-12,0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.74 21 >696 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.98 21 >525 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.40 Horz(CT) 0.30 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 1007 lb FT=20% LUMBER- BRACING - TOP CHORD 2x8 SP 240OF 2.OE *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. T4: 2x6 SP No.2, T5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x8 SP 240OF 2.0E "Except* Bi: 2x6 SP M 26, B2: 2x4 SP No.2, B3: 2x6 SP No.2 WEBS 2x4 SP M 31 OTHERS 2x8 SP 240OF 2.0E LBR SCAB 1-3 2x8 SP 240OF 2.0E one side REACTIONS. (lb/size) 1=3297/0-8-0 (min. 0-2-13), 13=3336/0-8-0 (min. 0-1-8) Max Horz 1=-132(LC 6) Max Upliftl =-1 671 (LC 8), 13= 1865(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12608251 3-30= 1268616476, 3-31= 17170/8747, 31-32= 17170/8747, 4-32=-17170/8747, 4-33=-17170/8747, 33-34=-17170/8747, 34-35— 17170/8747, 5-35= 17170/8747, 5-36= 19587/9953, 36-37=-19587/9953, 6-37=-19587/9953, 6-7=-13028/6651, 7-38=-13028/6651, 3839— 13028/6651, 8-39— 13028/6651, 8-40=-13028/6651, 40-41— 13028/6651, 9-41 =-1 3028/6651, 9-42=-7874/4225, 42-43=-7872/4224, 10-43=-7870/4223, 10-11=-8285/4424,11-12=-8319/4414, 12-13=-7673/4015 BOT CHORD 2-24=-6053/12244, 24-44— 6014/12148, 44-45=-6014/12148, 23-45=-6014/12148, 23-46=-9902/19933, 46-47=-9902/19933, 47-48=-9902/19933, 22-48= 9902/19933, 5-22=-229/807, 21-49=-764/1564, 49-50=-764/1564, 20-50=-764/1564, 20-51=-6818/13822, 51-52=-6818/13822, 19-52=-6818/13822, 19-53=-5508/11037, 18-53=-5508/11037, 18-54= 5506/11032, 17-54=-5505/11035, 17-55=-5508/11037, 55-56=-5508/11037, 16-56=5508/11037, 15-16= 3571/7046, 13-15= 3571f7046 WEBS 3-24=-461/1145, 3-23=-2652/5377, 4-23=-493/413, 5-23=-2944/1442, 20-22= 6191/12535, 6-22=-3109/6144, 6-20=-2531/1500, 6-19=-946/445, 8-19=-492/415, 9-19— 1071/2328, 9-17=0/295, 9-16= 3682/1728, 10-16= 1182/2519, 12-16=-536/856, 12-15=-380/279 NOTES- 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 2 rows staggered at 0-5-0 oc, Except member 23-3 2x4 -1 row at 0-9-0 oc, member 4-23 2x4 -1 row of 0-9-0 oc, member 23-5 2x4 -1 row at 0-9-0 oc, member 20-22 2x4 -1 row at 0-9-0 oc, member 22-6 2x4 -1 row at 0-9-0 oc, member 6-20 2x4 - 1 row at 0-9-0 oc, member 196 2x4 - 1 row at 0-9-0 oc, member B-19 2x4 -1 row at 0-9-0 cc, member 19-9 2x4 -1 row at 0-9-0 oc, member 9-17 2x4 -1 row at 09-0 oc, member 16-9 2x4 -1 row at 0-9-0 oc, member 16-10 2x4 -1 row at 0-9-0 oc, member 16-12 2x4 -1 row at 0-9-0 oc, member 12-15 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. Continued on page 2 Job I russ I russ I ype y 1699916 • AI-1 Roof Special Girder 1 2 Job Reference (optional) nuuaers rirsttsourae, runt city, I-L 33bss 8.240 s Mar 9 2020 Mirek Industries, Inc. Mon Jun 15 08:40:46 20; Page 2 ID:kJeDy07h1UDLIV BsrG7IYz7?ge-0L_IIN74X_a3Nrl5J 8X RvJzYe_IgB31deSOrz66_I NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 158 lb down and 172 lb up at 26-3-4, 150 lb down and 159 lb up at 28-3-4 150 lb down and 159 lb up at 30-3-4, 150 lb down and 159 lb up at 32-3-4, and 150 lb down and 159 lb up at 34-3-4, and 277 lb down and 346 lb up at 36-4-0 on top chord and 1489 lb down and 790 lb up at 26-0-12, 82 lb down at 26-3-4, 80 lb down at 28-3-4, 80 lb down at 30-3-4, 80 Ib down at 32-3-4, and 80 lb down at 34-3-4, and 313 lb down and 270 lb up at 36-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6— 54, 6-8=-54, 8-13=-54, 13-16=-54, 2-15= 20 Concentrated Loads (lb) Vert: 13=-1 80(B) 1 8=-293(B) 33=-118(8) 34= 110(B) 35=-110(B) 36=-110(B) 37=-110(B) 38=-1553(B) 39=-57(B) 40=-57(B) 41=-57(B) 42=-57(B) Job I russ I russ I ype y y 1699916 AH7 Roof Special Girder 1 2 Job Reference (optional) Builders FrstSource, Plant City, FL 33566 8.240 s Mar 9 2020 MiTek Industries Inc. Mon Jun 15 08:40:46 2020 Page 1 ID:kJeDy07h1 UDLrV BsrG71Yz7?ge-OL_IIN74X a3Nr15J 8X_RvJzYe_IgB31deSOrz66 1 283.4 -2.0.0 4-4.0 8.6.0 i 1-_ 16:0-0 19-0-D 23-4.14 263-4 27-" 303-4 01-11-7 36-4-0 i 39-10-0 1 43-40 1 45-4.0 i r2 4.4-0 4-0-0 3-0.0 3-0-0 4.4-14 2-10.2.0.0 1-7-14 4-4-14 3-6-0 3-6-D 2.. • 0-7-4 Scale =1:81.5 5.00 12 5x6 = 44 - 6 48 5x6 a 2x4 11 7 6x8 = 2x4 II 4x8 4x8 = All= 4 5 3x4 8 9 1 1 3x4 cr 3 511 6 37 14 2 m 15 ^ M vI 1 16 Iv d 28 27 26 25 24 23 22 38 21 2039 4019 41 42 18 17 ST1.5x8 STP= 2x4 II 44 = 5x8 = 5x6 = 2x4 II 48 = 2x4 II 5x8 = 4x4 = 2x4 II ST1.5x8 STP= 4x6 = 4x8 = 6x12 MT20HS= 46 = 263-4 i 4-0-0 0.8.0 i 13-0.0 i 16-0-D i 19-0.0 i 23-4-14 i 26.0-12 i 27.8-0 31-11-2 36.4-0 3&10.0 i 43-4.0 4-0-0 4-4.0 3-0.0 3-0-0 4-4-14 2-7-14 0. -8 4.3-2 i 44-14 3-6.0 1-4-12 Plate Offsets (X,Y)— [4:0-4-0,Edgel, [8:0-5-4,0-4-01, [13:0-2-8,0-4-41, [15:0-2-5,0-0-11 LOADING (psf) SPACING 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.74 21-22 >706 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.98 21-22 >533 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.30 Horz(CT) 0.15 15 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 596 lb FT = 20% LUMBER - TOP CHORD 2x6 SP No.2 *Except* T6,T1: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP M 31 REACTIONS. (lb/size) 2=2640/0-8-0 (min. 0-1-8), 15=3595/0-8-0 (min. 0-1-8) Max Horz2=-238(LC 6) Max Uplift2=-1410(LC 8), 15=-2008(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-4 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6115/2978, 3-4— 5860/2949, 4-5— 5752/2936, 5-6=-5512/2843, 6-7— 5512/2859, 7-8=-8260/4217, 8-9=-13925/7137, 9-33=-1392517137, 10-33=43925/7137, 10-34=41447/5982, 34-35— 1144715982, 1135_ 11447/5982, 11-12= 11447/5982, 12-36— 11452/5986, 3637=-1145015985, 13-37= 11447/5984,13-14=-8583/4596, 14-15=-8448/4435 BOT CHORD 2-28= 2614/5616, 27-28=-2614/5616, 26-27=-2517/5397, 25-26=3645/7621, 24-25=-3645/7621, 23-24=-6035/12267, 22-23= 6030/12264, 22-38=-7060/14102, 21-38=-7060/14102, 21-39= 7060/14102, 20-39=-7060/14102, 20-40= 7060/14102, 19-40=-7060/14102, 19-41=-4075/7944, 41-42=-4075/7944, 18-42= 4075/7944, 17-18=-3972/7777, 15-17=-3972/7777 WEBS 3-27=-380/188, 5-27=-37/254, 5-26=-549/326, 6-26=-1958/3870, 7-26=-4239/2207, 7-24=-2162/4314, 8-24=-6351/3266, 8-22=-1254/2107, 10-22=-940/865, 10-21=-528/1365, 10-19— 3175/1554, 12-19— 625/498, 13-19= 2011/4179, 13-18=-334/725, 14-18= 367/303 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=43ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) " 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1410, 15=2008. Continued on page 2 Job I russ I cuss I ype Q'y y 1699916 AGR1 Roof Special Girder 1 1 + Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.240 s Mar 9 2020 MTek Industries, Inc. Mon Jun 15 08:40:43 2020 Page 1 ID:kJeDy07h1 UDLrV_BsrG71Yz7?ge-?mJd7M5CE3CUWOZWesagNoHsVLcg5T1 d2fPonWz66_o 1-4-8 3-10-8 1-4-8 2-6-0 13x4 = 23x4 = 3 2x4 11 3x4 = 1-11-4 3-10-8 1-4-8 -6-1 1-11-4 Scale=1:29.4 Plate Offsets (X,Y)— (5:0-6-0,0-5-8) LOADING (psf) SPACING- 2-0-0 CSL DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.26 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/T P[2014 Matrix -MP Weight: 46 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 *Except' 131: 2x4 SP No.2, B3: 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=697/Mechanical, 4=697/Mechanical Max Uplift7=-362(LC 4), 4=-361(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-666/356 BOT CHORD 5-8=-224/432 WEBS 1-5=-371/694, 2-4= 426/228 Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=O.i 8; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 7=362, 4=361. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1129 lb down and 590 lb up at 1-11-4 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 Uniform Loads (plf) Vert: 1-3=54, 6-7=-20, 4-5=-20 Concentrated Loads (lb) Vert: 8= 1129(F) Job I russ I russ I ype 1699916 AGR Roof Special Girder 1 1 Job Reference (optional) Liumers rvstsource, riant ury, M Jnbb 3x4 = 2c4 II O.L4V J MCI D GVLV rvlllGA IIIV VJVIGD, IIIV. 1 I" V bo I ID:kJeDy07h1 UDLrV BsrG71Yz7?ge-XalFv04Zf ZUI J493bgbklUxOkM37TgOg F099 Scale =120.8 Plate Offsets KY)— [5.0-5-4 0-6-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.10 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 4-5 >999 180 BOLL 0.0 ' Rep Stress Incr NO WB 0.11 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight:34 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except BOT CHORD 2x4 SP No.3 *Except* end verticals. 131: 2x4 SP No.2, B3: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=240/Mechanical, 4=240/Mechanical Max Uplift7= 140(LC 4); 4= 140(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 1-5=-201/302, 2-4=-257/172 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=151t; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=140, 4=140. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 120 lb up at 1-11-4 on top chord, and 173 lb down and 91 lb up at 1-11-4 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 Uniform Loads (plf) Vert:1-3=-54, 6-7=-20, 4-5= 20 Concentrated Loads (lb) Vert: 8=-42(B) 9=-173(B) Job russ I Russ I ype y 1699916 Al Roof special 9 1 Job Reference (optional) Builders FirstSource, Plant City. FL 33566 ST1.5; ID:kJeDy07hl 194E 21-80, 30 5-8-15 2-3-8 9- 5x6 = 5.00 12 2x4 II 6 Scale = 1:74.4 11 16; 5x12 = 5x8 = ST1.5x8 STP= 3x6 = 410 MT20HS= 2.50 F12 6x8 = 10-0-4 19-4-8 30-9-15 37-8-0 38r0-0 43-4-0 10-0.4 11-5-7 6-10-1 0-4-0 5� Plate Offsets (X,Y)— [1:0-2-0,Edge], [4:0-1-12,0-1-121, [12:0-3-8,0-3-0], [13:0-4-0,0-3-01, [14:0-6-0,0-2-4], [15:0-5-8,0-3-4] LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.5714-15 >786 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.93 14-15 >488 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.33 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 232 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' B3,B4: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=136210-8-0 (min. 0-1-9), 12=1845/0-8-0 (min. 0-2-3) Max Horz 1=346(LC 9) Max Upliftl=-648(LC 10), 12=-878(LC 10) Max Grav 1=1381(LC 15), 12=1845(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-14, 5-14, 9-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-5483/3150, 2-22=-5420/3166, 2-3=-4930/2658, 3-4=-4889/2675, 4-23=-1765/1231, 5-23-1688/1248, 5-6-1733/1363, 6-24=-1666/1299, 7-24-1693/1282, 7-8-1619/1086, 8-9=-1713/1060, 9-10-290/474, 10-25=-354/482, 11-25=-367/431 BOT CHORD 1-15=-2860/5359, 14-15=-1421/2949, 14-26� 559/1452, 26-27=-559/1452, 13-27=-559/1452, 12-13=-147/385, 11-12=-415/422 WEBS 2-15= 524/601, 4-15=-1176/2660, 4-14-1645/960, 5-14=-217/269, 6-14=-605/1064, 6-13= 245/462, 9-13=-646/1188, 9-12=-1722/1155, 7-13=-492/506 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-4-0, Interior(1) 4-4-0 to 17-4-0, Exterior(2) 17-4-0 to 26-0-0, Interior(1) 26-0-0 to 39-0-0, Exterior(2) 39-0-0 to 43-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load 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, with BCDL=10.Opsf. 6) B'earing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=648, 12=878. 8) Tkis truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job I russ Truss Type ty y 1699916 A Roof Special 4 1 Job Reference (optional) tamers rustsource, runt Lary, rt. 43bbb a.z4u S mar s zuzu mu ex maustries, mo. mon dun 10 uu:4u:4u zuzu rage ID:kJeDyO7hl UDLr%_BsrG71Yz7?ge-bBdUVK3Jx8gvfwn¢kl71AfCj7YPu_gAMiB8ABz66_r 63-14 12-9-1 19 4-8 21-8-0 26-0 6 33-1-6 38-5-7 43-0-0 6-3-14 6-5-3 6-7-7 2-3-8 4_ 4-6 7-1-0 5-4-1 4-10% 5.00 Fi2 ST1.5) 4x10 MT20HS � 2.50 F12 M-4M 2x4 4x8 = 4x6 = 3x4 = 7x14 MT20HS= 10--0-19-4-8 270 36-1-9----- 4A 0 1004 9-4-4 66 — 10-1-3 %-7 Scale=1:76.2 iTP= 0 3x8 = Plate Offsets (X Y)— [3:0-3-0,Edae], [11:0-4-2,0-1-81, [15:0-10-8,0-2-121, [16:0-6-8,0-4-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.67 15-16 >780 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.9715-16 >534 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.38 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 252 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied. B7: 2x6 SP M 26, B2: 2x6 SP No.2 WEBS 1 Row at midpt 4-15, 5-15, 6-15, 6-14, 8-14 WEBS 2x4 SP No.3 "Except MiTek recommends that Stabilizers and required cross bracing W2: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer I OTHERS 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=1603/0-8-0 (min. 0-1-8), 11=1603/0-8-0 (min. 0-1-14) Max Horz 1=346(LC 9) Max Upliftl= 763(LC 10), 11=-763(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-6612/3978, 2-23=-6563/3985, 2-3=-6087/3501, 3-4=-6044/3515, 4-24=-2395/1624, 5-24=-2300/1634, 5-6= 2361/1787, 6-7=-2594/1881, 7-8=-2613/1706, 8-9= 3397/2120, 9-10=3499/2111, 10-25= 3625/2256, 11-25=-3693/2249 BOT CHORD 1-16=-3632/6445, 15-16=-2095/3914, 15-26=-917/1921, 26-27=-917/1921, 14-27=-917/1921, 13-14=-1655/2944, 12-13=-1655/2944, 11-12=-1994/3380 WEBS 2-16=-536/566, 4-16=-1483/3063, 4-15=-2117/1243, 5-15= 310/366, 6-15=-670/1077, 6-14=-663/1116, 7-14=-379/417, 8-14=-775/527, 8-12=-149/506, 10-12=-290/326 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=43ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 4-4-0, Interior(1) 4-4-0 to 17-4-0, Exterior(2) 17-4-0 to 26-0-6, Interior(1) 26-0-6 to 39-0-0, Exterior(2) 39-0-0 to 43-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load 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, with BCDL=10.Opsf. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=763, 11=763. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard