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1705 MARITIME OAK DR - TRUSSES REVISION Building Component Supply, Inc. BCS 4627 J.P. Hall Blvd. Suite 208 Green Cove Springs, FL 32043 BJr.om,umom:y,BuPP.r.,,:. Tel: (904) 297-9390 Re : 6730 Date: 07/15/15 Site Information: Project Customer: Toll Brothers Model Name :Anastasia Lot/Block: 093 Subdivision :Atlantic Beach Elevation :Coastal Site Address: Jacksonville St: FL Zip: Name Address and License # of Structural Engineer of Record, If there is one, for this building. Name: Lou Pontigo&Assoc. - Lou Pontigo P.E. License#: 53311 Address: 420 Osceola Avenue , Jacksonville Beach, FL 32250 General Truss Engineering Criteria 8 Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: 7.62 Apr 30 2015 Roof Load: 40.0 psf Floor Load: 55.0 psf Wind Code: MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Wind Speed: 130 mph This package includes 81 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No Date Truss ID# Seal# No. Date Truss ID# Seal# No, Date Truss ID# Seal# 1 07/09/15 EJ02 A0039438 20 07/09/15 KW02 A0039457 39 07/13/15 T11B A0039476 2 07/09/15 EJ03 A0039439 21 07/09/15 PB01 A0039458 40 07/13/15 T11C A0039477 3 07/09/15 EJ05 A0039440 22 07/09/15 PB02 A0039459 41 07/09/15 T12 A0039478 4 07/09/15 EJO5A A0039441 23 07/09/15 PB03 A0039460 42 07/13/15 T13 A0039479 5 07/09/15 EJ05B A0039442 24 07/09/15 PB03A A0039461 43 07/14/15 T14 A0039480 6 07/09/15 EJO5T A0039443 25 07/09/15 PB04 A0039462 44 07/14/15 T15 A0039481 7 07/09/15 EJO7 A0039444 26 07/14/15 P805 A0039463 45 07/14/15 T17 A0039482 8 07/09/15 EJI5 A0039445 27 07/09/15 P806 A0039464 46 07/13/15 T18 A0039483 9 07/13/15 EJ15A A0039446 28 07/09/15 P607 A0039465 47 07/13/15 T19 A0039484 10 07/09/15 FGO2 FTO2 A0039447 29 07/13/15 T01 A0039466 48 07/09/15 T20 A0039485 11 07/09/15 A0039448 30 07/13/15 T02 A0039467 49 07/09/15 T21 A0039486 12 07/13/15 FTO3 A0039449 31 07/13/15 T03 A0039468 50 07/09/15 T22 A0039487 13 07/13/15 FTO4 A0039450 32 07/13/15 T04 A0039469 51 07/09/15 T23 A0039488 14 07/15/15 FTO6 A0039451 33 07/13/15 TO5 A0039470 52 07/09/15 T24 A0039489 15 07/09/15 FT07 A0039452 34 07/13/15 T06 A0039471 53 07/09/15 T25 A0039490 16 07/09/15 FT08 A0039453 35 07/13/15 T07 A0039472 54 07/09/15 T26 A0039491 — 17 07/09/15 FT09 A0039454 36 07/13/15 T08 A0039473 55 07/09/15 T27 A0039492 18 07/09/15 HJO2 A0039455 37 07/09/15 T11 A0039474 56 07/09/15 T28 A0039493 19 07/09/15 KW01 A0039456 38 07/13/15 T11A A0039475 57 07/09/15 T29 A0039494 . The truss drawing(s)referenced above have been prepared by MiTek Truss Design Engineer's Name:Julius Lee,PE Industries, Inc.under my direct supervision based on the parameters provided by Building Component Su Inc.in Green Cove Springs,FL. My license renewal date for the state of Florida is February 28,2017. P Y 9 P PPY• \\\\oilIfit,//// Note:The seal on these drawings indicate acceptance of \\\ \'OS Sic C iii ` ' professional engineering responsibility solely for the truss \ �J .• ��CENSF .�c' . components shown.The suitability and use of this component \ for any particular building is the responsiblity of the building 7/15/2015 ; * * % desinger,per ANSI/TPI-1 Section 2. = 34869 _ 2J w — ,0 STATE OF •• �. . .• //'i5'O N M-l����`\• 1109 COASTAL BAY Page 1 of 2 BOYNTON B C, FL 33435 Building Component Supply, Inc. B4627 J.P. Hall Blvd. Suite 208 CS Green Cove Springs, FL 32043 eu1.o'.NO COMPONPSI S.l?9.1.INC. Tel: (904) 297-9390 Re : 6730 Date: 07/15/15 Site Information: Project Customer: Toll Brothers Model Name :Anastasia Lot/Block: 093 Subdivision :Atlantic Beach Elevation :Coastal Site Address: Jacksonville St: FL Zip: Name Address and License # of Structural Engineer of Record, If there is one, for this building. Name: Lou Pontigo &Assoc. - Lou Pontigo P.E. License#: 53311 Address: 420 Osceola Avenue , Jacksonville Beach, FL 32250 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show ' Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: 7.62 Apr 30 2015 Roof Load: 40.0 psf Floor Load: 55.0 psf Wind Code: MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Wind Speed: 130 mph This package includes 81 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No Date Truss ID# Seal# No. Date Truss ID# Seal# 58 07/13/15 T30 A0039495 77 07/14/15 T67 A0039514 59 07/13/15 T31 A0039496 78 07/09/15 vol A0039515 60 07/09/15 T32 A0039497 79 07/09/15 V02 A0039516 61 07/09/15 T37 A0039498 80 07/09/15 V03 A0039517 62 07/09/15 T38 A0039499 81 07/09/15 VO4 A0039518 63 07/09/15 T39 A0039500 64 07/09/15 T40 A0039501 65 07/09/15 T41 A0039502 66 07/09/15 T42 A0039503 67 07/09/15 T43 A0039504 68 07/09/15 T44 A0039505 69 07/09/15 T45 A0039506 70 07/09/15 T46 A0039507 71 07/09/15 T47 A0039508 72 07/09/15 T62 A0039509 73 07/09/15 T63 A0039510 74 07/09/15 T64 A0039511 75 07/15/15 T65 A0039512 76 07/09/15 T66 A0039513 The truss drawing(s)referenced above have been prepared by MiTek Truss Design Engineer's Name:Julius Lee,PE Industries. Inc.under my direct supervision based on the parameters My license renewal date for the state of Florida is February 28,2017. provided by Building Component Suppy, Inc.in Green Cove Springs,FL. Note:The seal on these drawings indicate acceptance of tii Digitally signed by Julius professional engineering responsibility solely for the truss \\`\��VS S./c ",� Lee components shown.The suitability and use of this component \:'�J\'••'.tcENSF C��% for any particular building is the responsiblity of the building ,t *= DN: c=US, st=Florida, desinger,per ANSI/TPI-1 Section 2. _ Na 34869 71 � , D �_ I=Boynton Beach, o=Julius _� : w; �0 STATE OF .....; Lee, cn=Julius Lee, -,",/,SioNA`- ?,'\ email=leeengr @aol.com 1109 COASTAL BAY Date: 2015.07.15 10:58:18 BOYNTON BEACH,FL 33435 —04'00' Page 2 of 2 Job Truss Truss Type Qty Ply A0037759,: 6730 EJ02 Jack-Open 5 1 Job Reference(optional) Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print MiTek Industries.Inc. Wed Jul 15 405:59 2015 Page 1 101 2 ID:L57Lowd4_CysXHt���f4 DegzPugm-51g5yOB3STFDgTB_eHKIMKOknxwlQgRhcxH9wsyxsgs 2-0-0 2-0-0 NAILED 2x4 I ' Scale=1:11.5 3 7.00 12 3x4 11.' •• 1 A =, 4 61#/-60# 3x5 I I 2x4 0-3 (¢14) NAILS-2 7411/0# 2.0-0 2-0-0 Plate Offsets(X,Y)— [1:0-2-4,0-1-7] 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 0.05 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:11 lb FT=20% LUMBER- • BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=74/0-3-8 (min.0-1-8),4=61/Mechanical Max Horz 1=44(LC 12) Max Uplift4=-60(LC 11) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-66/33,2-3=-31/34,3-4=-45/60 BOT CHORD 1-4=-46/50 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Enc.,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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 60 lb uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 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=-60,4-5=-20 Concentrated Loads(Ib) Vert:3=20(F)4=-6(F) 1 Job Truss ,Truss Type Qty Ply A0037760 6730 EJ03 ,Jack-Open 2 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 20'll'Prli if 7.620 s Apr 30 2015 MiTek Industries,Inc. Wed Jul 151 05:59 2015 age I 1012 ID:L57Lowd4_CysXHoos )egzPugm-51g5y0B3STFDgTB_eHKIMKOjOxw6QgRhcxH9wsyxsgs 2-0-5 1 2-0-5 Scale=1:11.6 3 • 7.00 12 3x4 2 51V-44# 79#/-27# 0-3-8(07.143) ', mimini 4 34#/-26# 3x5 II 10-1-2 10-1-2 11-6-0 2-0-5 2-0-5 Plate Offsets(X,Y)— ]1:0-2.4,0-1-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 7 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=79/0-3-8 (min.0-1-8),3=51/Mechanical,4=27/Mechanical Max Horz 1=47(LC 12) Max Uplift1=-27(LC 12),3=-44(LC 12),4=-26(LC 12) Max Grav1=79(LC 1),3=51(LC 1),4=34(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-61/94,2-3=-41/34 BOT CHORD 1-4=-61/54 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;porch left and right 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 1,44 lb uplift at joint 3 and 26 lb uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A0037762 6730 EJ05 Jack-Open 18 1 Job Reference(optional) Buidng Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print.7E�� Apr 30 2015 M1Tek Industries,Inc. Wed Jul 15 1d 05:59 2015 Page 1 1012 ID:L57Lowd4_CysXHoUsN_D 1 gn1-51g5yQB3STFDgTB_eHKIMKOgAxsWOgRhcxH9wsyxsgs 4-3-0 4-3-0 Scale=1:17.9 3 `I 168#/-66# 7.00 12 9 111#/-88# 0-3-8(0-1-8) • 3x4 - 2 r- 2 °N Q 1 d B1 4 77#/53# 3x5 II 10-1-2 10.1-2 12-9-9 4-3-0 43-0 Plate Offsets(X,Y)— [1:0-2-4,0-1-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/def1 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.05 4-7 >970 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.04 4-7 >999 180 BCLL 0.0 ' 1 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=168/0-3-8 (min.0-1-8),3=110/Mechanical,4=58/Mechanical Max Horz 1=100(LC 12) Max Uplift1=-66(LC 12),3=-88(LC 12),4=-53(LC 12) Max Grav1=168(LC 1),3=111(LC 17),4=77(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-154/213,2-9=-83/55,3-9=-78/69 BOT CHORD 1-4=-172/200 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-2-4 zone;porch left and right exposed;C-C for members and forces 8,MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 66 lb uplift at joint 1,88 lb uplift at joint 3 and 53 lb uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job !Truss Truss Type i Qty Ply A0037763' 6730 EJO5A I Half Hip Girder 1 1 Job Reference(optional) • Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc Wed Jul 15 10:06:00 2015 Rage 1 10-1-2 ID:L57Lowd4_CysXHoUsN_DegzPugm-ZVOUAmC�4rt�N4SdmBC_rXuYxuGLGC9H4rrb0iSlyxsgr 2-0-5 4-3-0 I I 2-0-5 A NA D 211 Special3 4x6– 4 2x4 I Scale=1:11.5 11 7.00 12 r T?� — 3x4 I 2 / — g / W1 W1 VV2 ii a - - • 12 6 13 5 NAILED 2x4 NAILED NAILED 163#/-127# 3x5 II 3x4= 0-314(@_2-8) 10-1-2 2-0-5 4-3-0 157#/40# 2-0-5 2-2-11 Plate Offsets(X,Y)– [1:0-2-4,0-1-7],[3:0-1-8,0-1-8] — LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 9 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=157/0-3-8 (min.0-1-8),5=155/Mechanical Max Horz 1=49(LC 25) Max Uplift1=-90(LC 8),5=-127(LC 5) Max Grav1=157(LC 1),5=163(LC 18) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-115/82,2-3=-130/136,3-11=0/0,4-11=0/0,4-5=-58/46 BOT CHORD 1-12=-105/111,6-12=-105/111,6-13=-107/116,5-13=-107/116 WEBS 3-6=-41/70,3-5=-144/133 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional);porch left and right exposed;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 20.0psf 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 90 lb uplift at joint 1 and 127 lb uplift at joint 5. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)137 lb down and 152 lb up at 2-0-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3.4=-60,5-7=-20 Concentrated Loads(Ib) Vert:3=29(B)11=9(B)12=-14(B)13=-7(B) Job Truss Truss Type Qty Ply A0037764': 6730 EJO5B Half Hip 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.t gespr 30 2015 MTek Industries.Inc Wed Jul 15 10:06:00 2015 Rage 1 10.12 ID:L57Lowd4_CysXHOUsN_s 9 ugm-ZVOUAmChDmN4SdmBC_rXuYxr_LCp9HhrrbOiSlyxsqr 4-0-5 4 r 4-0-5 0-2-11 3 n Scale=1:17.2 168#/-66# 7.00!12 9 111#/-88# 0-3-8(0-1-8) T1 3x4 4 2 N 1 , n• B1 4 77#/-53# 3x5 II 10-1-2 10-1-2 12-9-9 2-1-8 4-3-0 2-1-8 { 2-1-8 I Plate Offsets(X,Y)— [1:0-2-4,0-1-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.05 4-7 >982 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.04 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=168/0-3-8 (min.0-1-8),3=110/Mechanical,4=58/Mechanical Max Horz 1=100(LC 12) Max Upliftl=-66(LC 12),3=-88(LC 12),4=-53(LC 12) Max Grav1=168(LC 1),3=111(LC 17),4=77(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-154/213,2-9=-82/55,3-9=-77/69 BOT CHORD 1-4=-166/200 NOTES- 1)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=41t;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-2-4 zone;porch left and right 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 66 lb uplift at joint 1,88 lb uplift at joint 3 and 53 lb uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply i A0037765 i 6730 I Fw105T 'Jatic-Open 3 1 Job Referenceejoptional) Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Prin[ s Apr 30 2015 Mirek Industries,Inc.Wed Jul 15160600 2015 Page 1 I 10-1-2 ID:L57Lowd4 CysXHoUsNPugrn-ZVOUAmChDmN4SdmBC_rXuYXt WLDG9HhrrbOiSlyxsgr 2-5-8 4-3-0 2-5-8 1-9-8 Scale=1:17.9 4 168#/-7# 7.00 12 • 2x4 II 12 97#/-58# j 05-8(0-1-8) 3 4 rP I 3x4 r, .i � 1 2 N 62 1 B3 , ca la . 4x5- g '9 i - B2Al/-25# O NIA 7 / 2x4 H 3x5 II 10-9-2 10-1-2 12-9-9 2-5-8 4-3-0 I 2-5-8 I 1-9-8 Plate Offsets(X,Y)— [1:0-2-4,0-1-7],[3:0-2-0,0-0-12] LOADING(psf) I 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) 0.02 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.03 5-6 >999 180 BCLL 0.0 • Rep Stress Incr YES i WB 0.00 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 1 (Matrix-M) Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=168/0-5-8 (min.0-1-8),4=90/Mechanical,5=77/Mechanical Max Harz 1=100(LC 12) Max Uplift 1=-7(LC 12),4=-56(LC 12),5=-25(LC 12) Max Grav1=168(LC 1),4=97(LC 17),5=82(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-111/27,2-3=-137/19,3-12=-52/45,4-12=-50/58 BOT CHORD 1-7=-125/165,6-7=17/52,3-6=-22/54,5-6=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-2-4 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7 lb uplift at joint 1,56 lb uplift at joint 4 and 25 lb uplift at joint 5. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 1Truss Truss Type Qty Ply A0037766 6730 EJ07 Jack-Open 4 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Wed Jul 15 10:06:00 2015 fags 1 812 ID:L57Lowd4_CysXHoUsN_D m-ZVOUAmChDmN4SdmBC_rXuYxh2LBQ9Hhrrb0iSlyxsgr 6-8-0 6-8-0 2 Scale=1:31.3 502#/-214# yI - Ig 7.00;12 1#/-63# 0-5-8(0-1-8) 6 5 5x10 MT2OHS II 1 1 MI ►�� 102#/0# 4 3x6 3 2p 9-1-2 142-8 6-8-0 60 Plate Offsets(X,Y)— 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 0.91 Vert(LL) -0.05 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.13 3-4 >589 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 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) 4=464/0-5-8 (min.0-1-8),2=4/Mechanical,3=49/Mechanical Max Horz4=257(LC 1),2=-331(LC 17) Max Uplift4=-214(LC 12),2=-63(LC 3) Max Grav4=502(LC 17),2=51(LC 12),3=102(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-513/346,1-5=-561/357,5-6=-531/361,2-6=-522/375 BOT CHORD 3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-7-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. 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 214 lb uplift at joint 4 and 63 lb uplift at joint 2. 7)Non Standard bearing condition. Review required. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A0037767 6730 EJ15 Jack-Open 2 1 Job Reference(optional) Buidng Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 P 620 5 Apr 30 2015 Mk Industries,Inc.Wed Jul 15 10:06:00 2015 9-1-2 ID:L57Lowd4_CysXHol 9egzP ireugm-ZVOUAmChDmN4SdmBC_rXuYxgzLE69HhrrbOiSlyxsgr 4-3-0 4-3-0 Scale=1:22.8 21-' 2708/--1228 7.00 12 5j� 42•/-12# 0.5.8(0-1-8) T1 3 x 4 I I •i 1 d , r `J 81 • 65#/0# 4 3 9-1-2 24-'11-2 12-9-9 4-3M 4-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.02 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 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 1 Installation REACTIONS. (lb/size) 4=251/0-5-8 (min.0-1-8),2=42/Mechanical,3=30/Mechanical Max Horz4=96(LC 1),2=160(LC 12) Max Uplift4=-122(LC 12),2=-12(LC 10) Max Grav4=276(LC 17),2=42(LC 1),3=65(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-283/222,1-5=-275/214,2-5=-244/220 BOT CHORD 3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-2-4 zone;end vertical 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 122 lb uplift at joint 4 and 12 lb uplift at joint 2. 6)Non Standard bearing condition. Review required. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard :Job Truss Truss Type Qty Ply ,6730 EJ15A JACK-OPEN SUPPORTED 1 1 Job Reference(optional) Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc. Wed Jul 15 10:06:01 2015 Page I 912 ID:L57Lowd4_CysXHoUsN4eg ugm-1hysN6DJ_4Vx3mLNmiMmRIUOSIZJukx_4FmG_kyxsgq 4-3-0 4-3-0 Scale=1:17.9 7.00 12 T1 1",-4 ire ° 1 o I o _ B1 o...•...❖.❖...❖•.•.•...••...•...•.......•.❖.. .❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖•❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖. 31-2 3 11-9-9 Plate Offsets(X,Y)— [4:0-3-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.04 3-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 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. (lb/size) 4=164/4-3-0 (min.0-1-8),2=113/4-3-0 (min.0-1-8),2=113/4-3-0 (min.0-1-8),3=51/4-3-0 (min.0-1-8) Max Horz 4=98(LC 12) Max Uplift4=-5(LC 12),2=-84(LC 12) Max Grav4=164(LC 1),2=123(LC 17),2=113(LC 1),3=79(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-133/69,1-2=-84/74 BOT CHORD 3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 4-3-0 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5 lb uplift at joint 4 and 84 lb uplift at joint 2. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A0037769 6730 FG02 FLAT GIRDER 1 3 Job Reference(optional) Buidng Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pmt 7.620 s Apr 30 2015 MiTeir Industries,Inc.Wed Jul 1510:06:02 2015 Frage 1 91 2 ID:L57Lowd4CysXHoUsN_DegzPugm-WWEbSDylOdohwwZKPt?_z08iir`d H8lvVpXByxsgp 2-3-0 4.4-8 6-_6-0 8-9-0 2-3-0 I 2-1-8 2-1-8 2-3-0 Scale:3/4•=1' Special Special Special Special 2x4 II 3x4= 3x8= 3x8= 3x4= 1 2 3 Special 4Special 5 W1 W2 W1 W1 W3 W1 02 W1 — n [-I ii 11 [1 11 11 11 12 9 13 14 8 15 16 7 7x6_ 17 18 4436#1-291# JUS24 JUS24 JUS24 JUS24 Nur 10 Special 7x6_ Special 3x8= Special Special 6 2x4 I 2x4 I I USP THDH26-3 0-3-8(0-1-12) 9-1-2 4 t_ 2-3-0 4-4-8 6-6-0 8-9-0 I 2-3-0 I 2-1-8 l 2-1-8 2-3-0 Plate Offsets(X,Y)— [1:0-2-4,0-1-81,[5:0-2-4,0-1-81,[7:0-2-8,0-4-41 19:0-2-8,0.4-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.07 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.14 8 >735 180 BCLL 0.0 • Rep Stress Ina NO WB 0.76 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W2,W3:2x4 SP No.2 REACTIONS. (lb/size) 10=3643/Mechanical,6=3614/0-3-8 (min.0-1-12) Max Uplift10=-291(LC 4),6=-259(LC 4) Max Gray 10=4436(LC 2),6=4500(LC 2) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-10=-3861/238,1-2=-7374/468,2-3=-9485/583,3-4=-9485/583,4-5=-7337/447,5-6=-3843/228 BOT CHORD 10-11=-0/0,11-12=-0/0,9-12=-0/0,9-13=-468/7374,13-14=-468/7374,8-14=-468/7374,8-15=-447/7337,15-16=-447/7337 ,7-16=-447/7337,7-17=0/0,17-18=0/0,6-18=0/0 WEBS 1-9=-514/8103,2-9=-2145/105,2-8=-126/2315,3-8=-1156/48,4-8=-149/2357,4-7=-2167/116,5-7=-491/8062 NOTES- 1)3-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. Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 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)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide metal plate or equivalent at bearing(s)10 to support reaction shown. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 291 lb uplift at joint 10 and 259 lb uplift at joint 6. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-3-4 from the left end to 7-3-4 to connect truss(es)T18(1 ply 2x4 SP),T17(1 ply 2x6 SP)to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)986 lb down at 1-7-0,986 lb down at 3-7-0,and 986 lb down at 5-7-0,and 986 lb down at 7-7-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 14)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the left end to 8-7-4 sufficient to connect truss(es) (1 ply 2x4 SP)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. �1203:131 fdSE(9)39§ta'ndard Job Truss Truss Type Qty 'Ply A0037769 6730 FG02 FLAT GIRDER 1 3 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries,Inc. Wed Jul 151006:02 2015 Page 2 ID:L57Lowd4_CysXHoUsN_DegzPugm-VtW EbSDylOdotnvw2KPt?_z08i9ind?H8l VVpXByxsgp LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-596,6-10=-20 Concentrated Loads(lb) Vert:11=-314(F)12=-254(B)13=-238(F)14=-254(B)15=-238(F)16=-254(B)17=-238(F)18=-254(B) o• toss toss ype "' y A0037770 ■ 6730 FT02 Floor I 14 1 .Job Reference(optional) Buiding Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries,Inc.Wed Jul 15 10!06:03 2015 Pbge 1 I D:L57Lowd4_Cy5XHoUsN_DegzPug m-z34cooEa Wh6J4 Umt7OE WAZDcY58MTLHXZFN3dyxsgo 0-1-8 H 1-3-0 I 1-11-8 0-1-8 Scaale=1:31.6 4x6= 4x6= 1.5x3= 3x6= 3x6 FP= 3x6= 1.5x3= 1 2 1 3 4 5 6 7 T� 8 9 10 Y 22 �� / N 16.% 7 '"1 7 /1 MI y 20 19 18 17 16 15 14 13 12 4x6= 1.5x3 I I 3x6= 3x8 MT2OHS FP= 4x6= 0-5-8(0-1-8) 0-3-0(0-1-8) 1030#/08 1030#/08 9-1-2 8-11-0 9-11-8 9-1-2 7-10-8 1 8.10 1 9.10-0 , 19-1-0 ' - 7-10-8 0-11-12 0-11-0 ' 9-1.8 0-0-12 0-1-8 Plate Offsets(X,Y)— [1:Edge,0-1-8),[5:0-1-8,Edge],[10:0-1-8,Edge],[13:0-1-8,Edge],[19:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.31 15-16 >731 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.49 15-16 >464 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.08 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:99 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purtins, except BOT CHORD 2x4 SP SS(flat)*Except* end verticals. B2:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied 0110-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 21=1030/0-5-8 (min.0-1-8),11=1030/0-3-0 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 21-22=-1024/0,1-22=-1022/0,11-23=-1025/0,10-23=-1024/0,1-2=-1051/0,2-3=-2616/0,3-4=-3580/0,4-5=-3580/0, 5-6=-3983/0,6-7=-3983/0,7-8=-3587/0,8-9=-2615/0,9-10=-1052/0 BOT CHORD 20-21=0/53,19-20=0/1984,18-19=0/3217,17-18=0/3983,16-17=0/3983,15-16=0/3901,14-15=0/3227,13-14=0/3227, 12-13=0/1981,11-12=0/53 WEBS 1-20=0/1357,2-20=-1296/0,2-19=0/880,3-19=-835/0,3-18=0/579,5-18=-760/0,5-17=-118/246,10-12=0/1358, 9-12=-1292/0,9-13=0/881,8-13=-851/0,8-15=0/500,7-15=-437/0,7-16=-219/504,6-16=-215/6 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard I Job 1 Truss `truss Type Qty Ply A0037771 6730 FT03 Floor I 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620$Apr 30 2015 MTek Indust es,Inc. Wed Jul 15 10:06:03 2015 gage 1 I D:L57Lowd4_CysXHoUsN_DegzPugm-z34cooEa WNfJ4Umt7OE WAZJ9YDVM bZHXZFN3dyxsgo I 1-3-0 f 1-4-0 Scale=1:12.9 3x4= 3x6= 1 3x6= 2 3 3x4= 4 I NM i Ti qq Y 9 3x4= 8 7 6 3x4= 5 1.5x3 I I 1.5x3 I I 3761P/00 3x4 I I US 314-1D46 5$0.1.8) 9-1-2 2-10-8 3-6-8 4-2-8 7-1-0 , 2-10-8 0-8-0 0-8-0 2-10-8 Plate Offsets(X,Y)— 12:0-1-8,Edgel,[3:0-1-8,Edge],110:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.02 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(TL) -0.03 8-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:41 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=376/0-5-8 (min.0-1-8),5=376/Mechanical FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-10=-370/0,4-5=-370/0,1-2=-291/0,2-3=-553/0,3-4=-291/0 BOT CHORD 9-10=-0/0,8-9=0/553,7-8=0/553,6-7=0/553,5-6=0/0 WEBS 4-6=0/388,1-9=0/388,3-6=-355/0,2-9=-355/0,2-8=-75/100,3-7=-75/100 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard I Job Truss Truss Type Qty Ply 6730 FT04 FLOOR .3 1 1 ,Job Reference(optional) Buidng Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 M7ek Industries,Inc.Wed Jul 151d:06:03 2015 Page 1 I D:L57Lowd4_Cy5XHoUsN_DegzPug rn-z34cooEa WhBJ4Umt7OE WAZGkY6_MY W HXZFN3dyxsgo 0-1-8 1-3-0 1-2-8 Scale=1:19.3 1.5x3= 3x6= 1 2 3 4 5 T1 5 I N 0 —/re Alv _.— metal NM . \. 1 [7, 13 12 11 10 9 8 1.5x3 1 1 1.5x3 I I 644#10# USP THD46 0-5-8(0-1-8) 6381f/0# 9-1-2 9-1-0 9-1-2 7-10-8 , 8-5-128-7-8 9-4-8 11-11.8 7-10-8 ' 07-4 04-12 0-3-8 2-7-0 0-5-8 Plate Offsets(X,Y)— [4:0-1-8,Edge],[5:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.11 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.17 10-11 >829 240 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) 1 1 Weight:64 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=638/0-5-8 (min.0-1-8),7=644/Mechanical FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 14-15=-634/0,1-15=-633/0,6-7=-618/0,1-2=-607/0,2-3=-1367/0,3-4=-1512/0,4-5=-1288/0,5-6=-599/0 BOT CHORD 13-14=0/33,12-13=0/1128,11-12=0/1592,10-11=0/1288,9-10=0/1288,8-9=0/1288,7-8=0/0 WEBS 1-13=0/780,2-13=-725/0,2-12=0/332,3-12=-313/0,3-11=-148/64,4-11=-20/386,4-10=-324/0,6-8=0/797,5-8=-936/0,5-9=0/355 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss 'Truss Type Qty Ply 6730 FT06 Floor 4 1 1 I Job Reference(optional) Bu long Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Prnt:7.620 s Apr 30 2015 MiTek Industries.Inc. Wed Jul 15 10:06:04 2015 rage 1 ID:L57Lowd4_CysXHoUsN_DegzPugm-RGe_8 FCH?6MvE3yRgwT306UYyT05_BRmD_wb3yxsgn 0-1-8 1-3-0 1-6-4 1-4-0 I 1-2-4 0-1-8 Scale=1:38.7 1.5x3= 3x8= 1.5x3 II 3x6 FP= 3x6= 1.5x3 II 1.5x3= 1 2 3 4 T1 5 6 7 8 9 10 11 1.2 12 13 31 u r - �-_-■ ihlirfi3 l ■ .1 32 ,4 1-2 1 C.0 14 30 29 28 27 2625 24 23 22 21 20 19 18 17 16 15 14 1.5x3 I 3x6 FP= 1.5x3 1.5x3 II 0-3-8(0-1-8) 1.5x3 I 1 0-3-8(0-1-8) 0-3-8(0-1-8) 0-3-8(0-1-8) 627#/0# 1035#/0# 634#/0# 281#/0# 9-1-2 610-12 9-1-2 14-11-12 9-1-2 20-5-0 9-1-2 1-6-0 I 4-0-0 I 5.48 p.1-10 8-3-4 , 10-9-4 12-1-12 I 13-7-12 14-3-12 16-4-4 I 178-12 , 19-2-12 19-9-14 , 21-9-8 23-3-8 ' 16-0 26-0 1-48 0-9-2'0-9-2' 1-4-8 ' 2-6-0 1.48 1-6-0 '08.0'08-0 1-4-8 1-4-8 ' 1.6-0 0-7-2 ' 1.48 ' 16-0 0-7.2 Plate Offsets(X,Y)- [3:0-1-8,Edge],[4:0-1-8,Edgel,[8:0-1-8,Edgel,[12:0-1-8,Edge],[13:0-1-8,Edgel,[17:0-1-8,Edge],[21:0-1-8,Edge],123:0-1-8,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.07 27-28 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(TL) -0.10 27-28 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.02 22 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:125 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 30=623/0-3-8 (min.0-1-8),14=249/0-3-8 (min.0-1-8),22=1028/0-3-8 (min.0-1-8),18=623/0-3-8 (min.0-1-8) Max Grav30=627(LC 14),14=281(LC 4),22=1035(LC 13),18=634(LC 4) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 30-31=-622/0,1-31=-621/0,14-32=-285/0,13-32=-284/0,1-2=-598/0,2-3=-1321/0,3-4=-1498/0,4-5=-1221/0,5-6=-391/0, 6-7=-334/178,7-8=-334/178,8-9=-199/134,9-10=-199/134,10-11=-294/111,11-12=-294/111,12-13=-195/21 BOT CHORD 29-30=0/32,28-29=0/1117,27-28=0/1498,26-27=0/1498,25-26=0/1498,24-25=0/1498,23-24=0/950,22-23=-400/31, 21-22=-400/31,20-21=-178/334,19-20=-178/334,18-19=-318/0,17-18=-318/0,16-17=-111/294,15-16=-111/294, 14-15=0/15 WEBS 6-22=-1067/0,10-18=-692/0,1-29=0/770,6-23=0/875,2-29=-722/0,5-23=-793/0,2-28=0/288,5-24=0/403,3-28=-315/0, 4-24=-413/0,3-27=-97/86,4-26=-61/122,10-19=-20/308,6-21=0/489,8-19=-224/129,7-21=-186/0,8-20=-123/0, 13-15=-30/245,10-17=0/491,12-15=-136/123,11-17=-165/0,12-16=-159/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 'Job Truss Truss Type Qty 1Ply 6730 I FT07 I Floor 3 1 .Job Reference(optional) A0037774 Buidng Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 Welt Industries,Inc.Wed Jul 1510106:04 2015 Page 1 ID:L57Lowd4 CysXHoUsN_DegzPugm-RGe_?8FCH?tWWE3yRgwT3O6QHyP?SwdRmD_wb3yxsgn 0-1-8 HI'� 1 1-6-8 Scale=1:30.3 4x6= 1.5x3= 3x6 FP= 1.5x3 I I 4x6= 1 2 T1 3 4 5 6 7 r� 8 9 10 1`\ �� �� i ter. "ix 41,11„ /.11 Adiihkx Itaill 1 gil I 20 19 18 17 16 15 14 13 12 1 4x6= 1.5x3 II 3x8 MT2OHS FP= 4x6= 0-5-8(0-1-8) THD46 or Equal 10000-10# 9-1-2 9-1-2 1-6-0 4-0-0 6-6-0 7-10-8 8-7-12.9-5-0 12-0-8 14-6-8 17-0-8 18.6-8 ' 1-6-0 l 2-6-0 I 2-6-0 1-4-8 1 0.9.4'0-9.4 I 2-7-8 I 2-6-0 2-6-0 I 1-6.0 Plate Offsets(X,Y)— [1:Edge,0-1-8],[2:0-1-12,Edge],[5:0-1-8,Edge],[9:0-1-12,Edge],[13:0-1-12,Edge],[16:0-1-8,Edge],[19:0-1-12,Edge] LOADING(psf) SPACING- 2-0-0 CS!. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.28 15-16 >792 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.44 15-16 >502 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.08 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:96 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc puffins, except BOT CHORD 2x4 SP No.1(flat)*Except* end verticals. B2:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 21=1000/0-5-8 (min.0-1-8),11=1006/Mechanical FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 21-22=-994/0,1-22=-993/0,10-11=-1000/0,1-2=-1018/0,2-3=-2522/0,3-4=-3422/0,4-5=-3422/0,5-6=-3768/0,6-7=-3768/0,7-8=-3428/0,8-9=-2521/0, 9-10=-1017/0 BOT CHORD 20-21=0/51,19-20=0/1918,18-19=0/3095,17-18=0/3768,16-17=0/3768,15-16=0/3717,14-15=0/3100,13-14=0/3100,12-13=0/1919,11-12=0/0 WEBS 10-12=0/1354,1-20=0/1314,9-12=-1255/0,2-20=-1252/0,9-13=0/837,2-19=0/839,8-13=-805/0,3-19=-798/0,8-15=0/456,3-18=0/528,7-15=-403/0, 5-18=-655/0,7-16=-240/436,5-17=-115/203,6-16=-180/42 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job .Truss Truss Type Qty Ply A0037775 6730 FT08 FLOOR GIRDER 1 1 Job Reference(optional) 1 Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries,Inc.Wed Jul 15 10:06:04 2015 Page 1 ID:L57Lowd4_CysXHoUsN_DegzPugm-RGe_?8FCH?tWNE3yRgwT3O6OFyOb5wdRmD_wb3yxsgn 0-1-8 H I 1-3-0 I 1-6-8 Scale=1:30.3 4x6= 1.5x3= 3x6 FP= 1.5x3 II 4x6= 1 2 Tt 3 4 5 6 7 8 9 10 2 2.row i hi h...441•41\N iriiiihih.1•414114.N ForA i m 3r •01,•• 111111M111116.7104 dAfll 4111111\11141/ 1411111 ..i. 1 20 19 18 17 16 15 14 13 12 10161/0# 4x6= 1.5x3 II 3x8 MT2OHS FP= 4x6= 0-5-8(0-1-8) 1.5x3 SP= THD46 or Equal 10001N0# 9-1-2 9-1-2 1-6-0 4-0-0 6-6-0 7-10-8 .8-7-12 9-5-0, 12-0-8 14-6-8 17-0-8 18-6-8 1-6-0 2-6-0 2-6-0 1-4-8 '0-9-4 0-9-4' 2-7-8 2-6.0 2-6-0 1-6-0 —_— Plate Offsets(X,Y)— [1:Edge,0-1-8],[2:0-1-12,Edqe],[5:0-1-8,Edge],[9:0-1-12,Edge],[13:0-1-12,Edge],[16:0-1-8,Edge],[19:0-1-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.28 15-16 >792 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.44 15-16 >502 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(TL) 0.08 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 1 (Matrix) Weight:96 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except BOT CHORD 2x4 SP No.1(flat)*Except* end verticals. B2:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 21=1000/0-5-8 (min.0-1-8),11=1006/Mechanical FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 21-22=994/0,1-22=-993/0,10-11=-1000/0,1-2=-1018/0,2-3=-2522/0,3-4=-3422/0,4-5=-3422/0,5-6=-3768/0,6-7=3768/0,7-8=-3428/0,8-9=-2521/0, 9-10=-1017/0 BOT CHORD 20-21=0/51,19-20=0/1918,18-19=0/3095,17-18=0/3768,16-17=0/3768,15-16=0/3717,14-15=0/3100,13-14=0/3100,12-13=0/1919,11-12=0/0 WEBS 10-12=0/1354,1-20=0/1314,9-12=-1255/0,2-20=-1252/0,9-13=0/837,2-19=0/839,8-13=-805/0,3-19=-798/0,8-15=0/456,3-18=0/528,7-15=-403/0, 5-18=-655/0,7-16=-240/436,5-17=-115/203,6-16=-180/42 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)The Fabrication Tolerance at joint 14=11% 5)Refer to girder(s)for truss to truss connections. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 'Job Truss Truss Type Qty j Ply A0037776 6730 FT09 Floor ,I9 1 I Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Flint:7.620 s Apr 30 2015 M7ek Industries.Inc Wed Jul 15 10:06:04 2015 Rage 1 ID:L57Lowd4_CysXHoUsN_DegzPugrn-RGe_?8FCH?tWwE3yRgwT3O6aTydu54hRmD_wb3yxsgn 0-11-4 3x6= 1 3x4 II 2 al Scale=1:9.2 II FAME joi W1 W1 . • 1 3311M1 , ..... I i�:�.. a:: :ii * USP THD46 USP MSH422 4 3 65#/0# 565#/0# 3x6= 3x4 9-1-2 9-1-2 0-3-0 , 1-5-4 I 0-3-0 ' 1-2-4 Plate Offsets(X,Y)— [1:Edge,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) 0.00 4 "" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:13 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 1-5-4 oc puffins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=565/Mechanical,4=65/Mechanical FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-59/0,2-3=-559/0,1-2=0/0 BOT CHORD 3-4=0/0 WEBS 2-4=0/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:3-4=-10,1-2=-100 Concentrated Loads(lb) Vert:2=-500 iJob Truss Truss Type Oty Ply A0037777 16730 'HJ02 Jack-Open Girder 2 1 • ;eference ••Tonal Buidng Component Supply,Green Cove Springs,FL 1• Run:7.620 s Apr 30 2015 Print:-'p-,�'�s�Apr 30 2015 MiTek Industries,Inc. Wed Jul 15 10:06:04 2015 Page 1• ID:L57Lowd4_CysXHoUsN_Cimtu� RGe_?8FCH?tWwE3yRgwT306YSybU54hRmD wb3yxsgn . 2-6-10 2-6-10 Scale=1:10.9 3 4.95 12 0 3x4 2 Y 650%46/1 Y 1100#/-47# ' o� r ; r '/ 4 43/1h29# 194-%x5 II 19-7-0 20-10-14 2-6-10 I I I Plate Offsets(X,Y)— [1:0-2-0,0-2-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) 0.01 4-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight 10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=100/0-4-3 (min.0-1-8),3=65/Mechanical,4=35/Mechanical Max Horz 1=42(LC 12) Max Upliftl=-47(LC 12),3=-46(LC 12),4=-29(LC 12) Max Grav1=100(LC 1),3=65(LC 1),4=43(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-84/262,2-3=-68/21 BOT CHORD 1-4=-157/50 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;porch left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable studs spaced at 1-4-0 oc. 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 47 lb uplift at joint 1,46 lb uplift at joint 3 and 29 lb uplift at joint 4. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job ITMISS 'Truss Type 'Oty Ply A0037778 6730 KW01 GABLE 1 1 Job Reference(optional) Building Component Supply.Green Cove Spdngs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 M trek Industries,Inc.Wed Jul 15 10:06:05 2015 Frage 1 I D:L57Lowd4_CysXHoUsN_DegzPugm-vSC NDUGg2J?MYOe8?XRibbekVNNz7gXNa_tkT7 Wyxsgm 0-1-8 0-1-8 Scale=1:31.0 3x4= 3x6 FP= 1 2 3 4 5 T1 6 7 8 9 10 11 12 13 T9 14 15 16 II r 341, Sit ST1 ST1 ST1 S�T1 ST1 ST1 1 �1 1 S' 1 S i ST1 ;i1 4 , Rt - 1 R9 4:W�W i IU NW W. elO.WW�:J.�NNW NW i UM INWW,C4WWW i i iN A X A Ple1WWWWWW:�.W i WW0OQOOW_Q�:�. W QI Qi.NN Q�i O - 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x4= 3x4= 3x6 FP= 3x4= 9-1-2 1-6-12 , 2-10-12 4-2-12 , 5-6-12 , 6-10-12 8-2-12 9-6-12 10-10-12 12-2-12 13-6-12 14-10-12 , 16-2-12 17-6-12 I 19-1.0 i 1-6-12 1-4-0 ' 1-4-0 ' 1-4-0 ' 1-4-0 I 1-4-0 1-4-0 I 1-4-0 1-4-0 1-4-0 1-4-0 ' 1.4-0 ' 1-4-0 1-6-4 Plate Offsets(X,Y)- [31:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(LL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 17 n/a n/a ' BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:86 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. (lb/size) 32=60/19-1-0 (min.0-1-8),17=58/19-1-0 (min.0-1-8),31=170/19-1-0 (min.0-1-8),30=141/19-1-0 (min.0-1-8),29=148/19-1-0 (min.0-1-8), 28=146/19-1-0 (min.0-1-8),27=147/19-1-0 (min.0-1-8),25=147/19-1-0 (min.0-1-8),24=146/19-1-0 (min.0-1-8),23=148/19-1-0 (min.0-1-8), 22=148/19-1-0 (min.0-1-8),21=146/19-1-0 (min.0-1-8),20=148/19-1-0 (min.0-1-8),19=142/19-1-0 (min.0-1-8),18=166/19-1-0 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 32-33=-55/0,1-33=-55/0,17-34=-53/0,16-34=-53/0,1-2=-3/0,2-3=-3/0,3-4=-310,4-5=-3/0,5-6=-3/0,6-7=-3/0,7-8=-3/0, 8-9=-3/0,9-10=-3/0,10-11=-3/0,11-12=-3/0,12-13=-3/0,13-14=-3/0,14-15=-3/0,15-16=-3/0 BOT CHORD 31-32=0/3,30-31=0/3,29-30=0/3,28-29=0/3,27-28=0/3,26-27=0/3,25-26=0/3,24-25=0/3,23-24=0/3,22-23=0/3, 21-22=0/3,20-21=0/3,19-20=0/3,18-19=0/3,17-18=0/3 WEBS 2-31=-154/0,3-30=-128/0,4-29=-135/0,5-28=-133/0,6-27=-133/0,7-25=-133/0,8-24=-133/0,9-23=-135/0,11-22=-135/0, 12-21=-133/0,13-20=-135/0,14-19=-129/0,15-18=-151/0,1-31=-0/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels.'Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss i truss Type Qty Ply A0037779' 6730 KW02 Floor Supported Gable 1 1 Job Reference(optional) ' Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries.Inc.Wed Jul 1510:06:05 2015 Page 1 I D:L57Lowd4_CysXHoUsN_DegzPug m-vSC NDUGg2J?MYOe8?XRibbelDMzCgXwa_tkT7 Wyxsgm 3x4= 0-1-8 1 3x4 II 2 Scale=1:9.2 -�— 11 ..■ II5 ■■ 1.5x3= 0 1. i , , v -VI N- 4 3 3x6= 3x4= 90221(0-1-8) 1-2-4(0-1-8) 1-2-4 61#/0# 1-2-4 461/0# Plate Offsets X — 1:Ed•e 0-1-8, 2:0-1-8 Ed.e LOADING(psf) SPACING- 2-0-0 I CSI. i DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight 11 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 1-2-4 oc puffins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=46/1-2-4 (min.0-1-8),4=51/1-2-4 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-44/0,3-5=-41/0,2-5=-41/0,1-2=0/0 BOT CHORD 3-4=0/2 WEBS 2-4=-4/0 NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply )00037780 ■∎6730 P601 Piggyback 2 1 Job Reference(optional) Guiding Component Supply.Green Cove Springs,FL Run:7.620 s Ap r 30 2015 Pmt 7.620 s Apr 30 2015 MiTek Industries.Inc.Wed Jul 15 10)06:06 2015 Page 1 20-8-12 ID:hQd1T4UrJFZ7MzAydGUeWRz9S8?-OeIIQgGSpc7DAYDKZFyx8pBWrml7Z LjDXT1gyyxsgl 6-11-14 13-11-12 ' 6-11-14 6-11-14 ' 6--ss∎7,�7 Scale=1:27.1 I1\ 7 5 10.00 12 6 4 21 20 / 11116.9 22 19 3 10 < 12 , J •B1 • s 11^ o ' 1,l1.... 6 ::iii i••iii O i i: :••• X�::•iii:i•: •i••iii:is ii i iii i •iiiiiii i:iiiiiiiiii i•: :: 6 6 3x4= 18 17 16 15 14 13 12 3x4= 20-8-12 13-11-12 13-11-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:72 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. 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=149/12-8-5 (min.0-1-8),10=149/12-8-5 (min.0-1-8),15=80/12-8-5 (min.0-1-8),18=140/12-8-5 (min.0-1-8),12=140/12-8-5 (min.0-1-8), 1=-31/12-8-5 (min.0-1-8),11=-31/12-8-5 (min.0-1-8),17=96/12-8-5 (min.0-1-8),16=112/12-8-5 (min.0-1-8),14=112/12-8-5 (min.0-1-8), 13=96/12-8-5 (min.0-1-8) Max Horz 1=-158(LC 10) Max Uplift2=-32(LC 9),10=-12(LC 12),18=-84(LC 12),12=-84(LC 12),1=-137(LC 10),11=-37(LC 18),17=-66(LC 12),16=-57(LC 12),14=-57(LC 12),13=-66(LC 12) Max Grav2=187(LC 17),10=149(LC 1),15=112(LC 12),18=161(LC 17),12=159(LC 18),1=112(LC 11),11=31(LC 12),17=108(LC 17),16=129(LC 17), 14=126(LC 18),13=110(LC 18) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-192/219,2-3=-123/115,3-19=-95/63,19-20=-82/71,4-20=-79/78,4-5=-79/85,5-6=136/141,6-7=-136/141, 7-8=-79/85,8-21=-29/31,21-22=-36/24,9-22=-60/16,9-10=-96/79,10-11=-24/39 BOT CHORD 2-18=-99/118,17-18=-99/118,16-17=-99/118,15-16=-99/118,14-15=-99/118,13-14=-99/118,12-13=-99/118, 10-12=-99/118 WEBS 6-15=-113/75,3-18=-154/130,9-12=-154/130,4-17=-118/99,5-16=-115/95,7-14=-115/95,8-13=-118/99 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-8-3 to 3-8-3,Interior(1)3-8-3 to 6-11-14,Exterior(2)6-11-14 to 9-11-14 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 lb uplift at joint 2,12 lb uplift at joint 10, 84 lb uplift at joint 18,84 lb uplift at joint 12,137 lb uplift at joint 1,37 lb uplift at joint 11,66 lb uplift at joint 17,57 lb uplift at joint 16,57 lb uplift at joint 14 and 66 lb uplift at joint 13. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard ,Job Truss Truss Type Qty Ply A0037781 6730 P1302 Piggyback• • 4 1 Job Reference(optional) Buidng Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pmt:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Jul 1510:06:06 2015 gage 1 20-10-6 ID:hQd1T4UrJFZ7MzAydGUeWRz9S8?-Oell0gGSpc7DAYDKZFyx8pBuzmlfZzojDXT1gyyxsgl 6-11-14 13-11-12 6-11-14 6-11-14 Scale=1:29.5 Oa 10.00;12 idllilit 11 2x411 4 52x411 • 3 2 A 6 c1 o i q 1 •• 'B1 7 v o d .................................. .......... . N N -6 4 4 3x4= 10 9 8 3x4= 2x4 I 2x4 11 2x4 1 20-10-6 13-11-12 I 13-11-12 Plate Offsets(X,Y)— [2:0-2-1,0-1-8],[6:0-2-1,0-1-8] LOADING(psf) 1 SPACING- 2-0-0 CSI. I DEFL in (loc) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 6 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.00 6 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:59 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 I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=114/12-8-5 (min.0-1-8),6=114/12-8-5 (min.0-1-8),9=243/12-8-5 (min.0-1-8),10=296/12-8-5 (min.0-1-8),8=296/12-8-5 (min.0-1-8) Max Horz 2=-169(LC 10) Max Uplift2=-27(LC 8),6=-9(LC 9),10=-190(LC 12),8=-190(LC 12) Max Grav2=143(LC 18),6=118(LC 17),9=243(LC 1),10=346(LC 17),8=345(LC 18) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13,2-3=-147/128,3-11=-162/118,4-11=-135/141,4-12=-135/143,5-12=-162/120,5-6=-110/78,6-7=0/13 BOT CHORD 2-10=-65/100,9-10=-65/100,8-9=-65/100,6-8=-65/100 WEBS 4-9=-159/0,3-10=-349/264,5-8=-349/264 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-14 to 2-11-14,Interior(1)2-11-14 to 6-11-14,Exterior(2)6-11-14 to 9-11-14 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 27 lb uplift at joint 2,9 lb uplift at joint 6,190 lb uplift at joint 10 and 190 lb uplift at joint 8. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard Job 'Tntss Truss Type Qty Ply i A0037782 6730 P803 i Pi08Yback 18 1 Job Reference(optional) Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc.Wed Jul 1510!06:06 2015 Nigel 20-3-10 ID:NKOzEYpNRdYiHVhHCjHDK9yzo 2-OellOgGSpc7DAYDKZFyx8p8tYmH0ZyAjDXT1gyyxsgl 6-11-14 .7-8-9, 11-8-3 ' 6-11-14 '0-8-11' 3-11-9 4L 5 3x6 3.00112 Scale=1:29.4 _ �i,\ri 2x4 -'f 2x4 I 6 7 10.001-1-1 r 13 cdo 2x411 ul N $T2 N 3 Inl , .T3 An N ST 2 1 n In r- / A B1 u --J I ' t Q:.::" Job `Truss Truss Type Qty Ply A0037783 6730 PBO3A Piggyback 2 2 Job Reference(optional) Buiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Wed Jul 151006:07 2015 Page 1 20-3-10 ID:NKOzEYpNRdYiHVhHCjHDK9yzo_2-srJ7eAH4aWG4nhoX6yTAg0j4vAeWIRotSBDaCOyxsgk 6-11-14 7.8-9, 11-8-3 I 6-11-14 1048-11' 3-11-9 4 i\l. 5 gx6 3.00 12 Scale=1:29.5 �i 2x4 I 11111 2x4 II 6 7 in 10.00 12 dill[ V a 4 2x4 II 3 4 2 1 ■ A • B1 • 1. 0 ...!..�.I.Wi'i'i'i WWWWWWi Vi Vi VW.ili lli!i!i!i!i!!!!!i!i!i!i!i!i!i!i.V.V.!ilitW V.'V.V.V.O.!i!.!..V.V.! 12 2x4= 0 3x4= 11 10 9 8 2x4 1 2x4 I 2x4 'I 20-3-10 11-8-3 11-8-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=-2/11-7-11 (min.0-1-8),12=0/11-7-11 (min.0-1-8),2=94/11-7-11 (min.0-1-8),8=-142/11-7-11 (min.0-1-8),10=317/11-7-11 (min.0-1-8), 11=291/11-7-11 (min.0-1-8),9=347/11-7-11 (min.0-1-8) Max Horz 1=168(LC 12) Max Uplift1=-76(LC 10),2=-34(LC 12),8=-229(LC 18),10=-71(LC 12),11=-191(LC 12),9=-127(LC 9) Max Gray 1=124(LC 12),2=94(LC 1),8=52(LC 9),10=374(LC 17),11=332(LC 17),9=479(LC 18) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-253/247,2-3=-222/224,3-13=-94/34,4-13=-31/104,4-5=0/71,5-6=-31/33,6-7=-16/38,8-12=0/0,7-8=-69/120 BOT CHORD 2-11=-2/2,10-11=-2/2,9-10=-2/2,8-9=-2/2 WEBS 4-10=-233/151,3-11=-352/272,6-9=-282/169 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. Bottom chords 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=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-0 to 2-11-14,Interior(1)2-11-14 to 6-11-14,Exterior(2)6-11-14 to 7-8-9 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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,with BCDL=10.Opsf. 8)Bearing at joint(s)1,12,2,8 considers parallel to grain value using ANSI/1-PI 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 76 lb uplift at joint 1,34 lb uplift at joint 2, 229 lb uplift at joint 8,71 lb uplift at joint 10,191 lb uplift at joint 11 and 127 lb uplift at joint 9. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard .. , russ runs ype 0'), -1), A0037784 6730 'IIPB04 Piggyback 2 1 j Job Reference(optional) I Buidmg Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 Mirek Industries,Inc.Wed Jul 15 1006:07 2015 Page 1 20.310 ID:NKOzEYpNRdYIHVhHCjHDK9yzo 2-srJ7eAH4awG4nhoX6yTAg0j2LAd0IPLtSBDaCOyxsgk 6-11-14 7-8-9 11-2-11 6-11-14 0-8-11 3-6-1 .4 3 _ r T2 3.00 12 Scale=1:29.6 4 5 .or 2x4 II T3 6 10.00 12 11 2 x 4 I • • ST2 3 a ro p WI Il. ST' 2 1 LJ a _ • u B1 1 °_ p .......•••iDiliVi:lAV lil.V.....•••••••••••••••••••••••••••••••••••••••••••••••'W.V !!i!i':VW!Vi i i•••••••••••••••••• 10 2x4= — o 3x4= 9 8 7 2x4 I 2x4 I 20-3-10 11-2-11 , ' 11-2-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.13 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight 52 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 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 1 Installation guide. REACTIONS. (lb/size) 1=-10/11-2-3 (min.0-1-8),10=0/11-2-3 (min.0-1-8),2=113/11-2-3 (min.0-1-8),7=153/11-2-3 (min.0-1-8),8=328/11-2-3 (min.0-1-8),9=285/11-2-3 (min.0-1-8) Max Horz 1=173(LC 12) Max Uplift 1=-77(LC 10),2=-38(LC 12),7=-57(LC 9),8=-80(LC 12),9=-190(LC 12) Max Grav1=130(LC 12),2=115(LC 19),7=199(LC 18),8=385(LC 17),9=323(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-263/255,2-3=-227/218,3-11=-112/30,4-11=-26/88,4-5=0/71,5-6=-40/29,7-10=0/0,6-7=-121/73 BOT CHORD 2-9=-4/15,8-9=-4/15,7-8=-4/15 WEBS 4-8=-239/165,3-9=-350/272 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-0 to 2-11-14,Interior(1)2-11-14 to 6-11-14,Exterior(2)6-11-14 to 7-8-9 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load 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,with BCDL=10.Opsf. 6)Bearing at joint(s)1,10,2,7 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 77 lb uplift at joint 1,38 lb uplift at joint 2,57 lb uplift at joint 7,80 lb uplift at joint 8 and 190 lb uplift at joint 9. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard Job Truss 'Truss Type 'Oty Ply A0037785 6730 P805 Piggyback '4 1 Job Reference(optional) i Building Component Supply,Green Cove Springs,FL 20-3-10 Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Jul 1510106:08 2015 Page 1. ID:NKOzEYpNRdYIHVhHCjHDK9yzo_2-K1 tVrVIiLEOxPrNjgg_PDDGDRZ_B1ts0hry8kgyxsgl I 2x4 I I iill Scale=1:29.4 I I 10.00 Fir v. c i 2x4 I I°i ui 8 r: �' 3 I i 'A 2 1 J 81 0 �2� 6 5 (0-1(80-8-y 2x4(011-8) 2x4— (0.1-8) 217# 368#/-203# 141#/-77# 11-3-3 I I 11-3-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a n/a 999 BCLL 0.0 * Rep Stress Ina YES WB 0.12 Horz(TL) -0.00 2 n/a rite 10.0 Code FBC2014/TPI2007 (Matrix) Weight:33 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. 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 I Installation guide. REACTIONS. (lb/size) 1=13/6-11-3 (min.0-1-8),2=67/6-11-3 (min.0-1-8),6=323/6-11-3 (min.0-1-8),7=125/6-11-3 (min.0-1-8) Max Horz 1=225(LC 12) Max Upliftl=-55(LC 10),2=-17(LC 12),6=-203(LC 12),7=-77(LC 12) Max Gray 1=160(LC 12),2=69(LC 17),6=368(LC 17),7=141(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-359/304,2-3=-334/298,3-8=-111/51,4-8=-96/91 BOT CHORD 2-6=0/0,5-6=0/0 WEBS 3-6=-390/325,5-7=180/119,4-5=-149/135 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-0 to 2-11-14,Interior(1)2-11-14 to 6-9-15 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 20.0psf 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)Bearing at joint(s)1,2,7 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 55 lb uplift at joint 1,17 lb uplift at joint 2, 203 lb uplift at joint 6 and 77 lb uplift at joint 7. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A00377861 6730 PBOG PggybaGc 4 1 'Job Reference(optional) J Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Jul 1510''06:08 2015 PSge I ID:hQd 1 T4UrJFZ7MzAydGUeWRz9S8?-K1 tVrVIiLEOxPrNjgg_PDDGDzZy?1 sZOhry8kgyxsgj 20310 6-11-14 7-8-9, 11-4-11 ' 6-11-14 '0-8-11' 3-8-2 I 3.00!12 Scale=1:29.7 -ler 2x4 I 6 10.00 ni ._ 11 _ 2x4 11 S 3 o q N W1 � I 2 1 Al • BI °- ::::::..:..x.x.: ::::.x .xx.:. :::.4x. • 10 2x4= p r 3x4= 9 8 7 2x4 I 2x4 I 20-3-10 I 11-4-11 11-4-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:53 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 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=-5/11-4-11 (min.0-1-12),10=0/11-4-11 (min.0-1-12),2=111/11-4-11 (min.0-1-12),7=160/11-4-11 (min.0-1-12),8=335/11-4-11 (min.0-1-12), 9=281/11-4-11 (min.0-1-12) Max Horz 1=172(LC 12) Max Uplift1=-70(LC 10),2=-30(LC 12),7=-59(LC 9),8=-80(LC 12),9=-191(LC 12) Max Gray 1=121(LC 12),2=115(LC 19),7=207(LC 18),8=393(LC 17),9=319(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-254/247,2-3=-225/216,3-11=-114/30,4-11=-26/87,4-5=0/72,5-6=-43/30,7-10=0/0,6-7=-127/77 BOT CHORD 2-9=-4/16,8-9=-4/16,7-8=-4/16 WEBS 4-8=-244/166,3-9=-349/271 NOTES- 1)Unbalanced roof live loads have been considered for this design. 1 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 2-11-14,Interior(1)2-11-14 to 6-11-14,Exterior(2)6-11-14 to 7-8-9 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load 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=10.0psf. 6)Bearing at joint(s)1,10,2,7 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 70 lb uplift at joint 1,30 lb uplift at joint 2,59 lb uplift at joint 7,80 lb uplift at joint 8 and 191 lb uplift at joint 9. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard Job 'Truss Truss Type Qty Pty A0037787 6730 I PB07 Piggyback 1 3 Job Reference(optional) Buidng Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc.Wed Jul 15 10i06:08 2015 Rage 1 ID:hQd 1 T4UrJFZ7MzAydGUelNRZ9S8?-K1tVrVIILEOxPrNjgg_PDDGGJZ?F1 u40hry8kgyxsgl 20-10-6 6-11-14 11-7-2 ' 6-11-14 4-7-4 Scale=1:29.4 airs 11 10.00 I 12 10 2x4 1 vo 2x4 II 2x4 II 5 3 6 2 ■ 1' o ... a o v 1 ■ B1 6 6 3x4= 9 8 7 3x8= 2x4 2x4 20-10-6 11-7-2 { 11-7-2 Plate Offsets(X,Y)— [2:0-2-1,0-1-8) 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 0.06 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 1 n/r 120 BCLL 0.0 * Rep Stress Inc% YES WB 0.04 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 ' (Matrix) Weight:162 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=244/10-11-6 (min.0-1-8),2=135/10-11-6 (min.0-1-8),8=212/10-11-6 (min.0-1-8),9=293/10-11-6 (min.0-1-8) Max Horz 2=-141(LC 10) Max Uplift7=-170(LC 12),2=-77(LC 8),8=-4(LC 11),9=-189(LC 12) Max Grav7=281(LC 18),2=201(LC 18),8=284(LC 17),9=345(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13,2-3=-242/189,3-10=-258/218,4-10=-231/241,4-11=-224/233,11-12=-230/221,5-12=-257/214,5-6=-82/85, 6-7=-151/166 BOT CHORD 2-9=-61/86,8-9=-61186,7-8=-61/86 WEBS 4-8=-193/97,3-9=-349/266,5-7=-472/390 NOTES- 1)3-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. Bottom chords 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=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-14 to 2-11-14,Interior(1)2-11-14 to 6-11-14,Exterior(2)6-11-14 to 9-11-14 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 20.0psf 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 170 lb uplift at joint 7,77 lb uplift at joint 2,4 lb uplift at joint 8 and 189 lb uplift at joint 9. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply I A0037788: 6730 T01 Root Special Girder 1 1 I Job Reference(optional) Buidng Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Indusfies,Inc.Wed Jul 15 10:06:09 2015 14age 11 ID:L57Lowd4_CysXHoUsN_DeWygm-oDRt3rJL5XWo1?yvENVemRp cm8?AvVi 1GHyxsgi 10-1-2 43„0 9-5-9 14-8-3 19-10-12 104-2 2341-0 27-8-2 31-5-3 -8-10.10 44-11-0 4-3-0 5-2-9 5-2-9 5-2-9 4-0-4 3-9.2 3-9-2 7-5-6 6-0-6 5x6= Scale=1:85.2 10 NAILED 5x12 7.00 SPedal - NAILED 2x4 I NAILED 5 NAILED 9 ��" 11 147E AILED NAILED NAILED 3x6= 4x10= NAILED .i 00,40#\ ro • NA ED `4 NA D 5NA ED 7 / : Y 12 m n 9 2 T1 �\,9 , 40 /�• < r lf l' r", ° IVO 1 \--`I �• nor '4 r� ,� 1, ,.�.. .- ,,�. ..4.:=1423 l'ex-`:is _ o .014 Y 6 49 30 50 51 52 29 5328 27 54 55 56 6 025 22 57 21 58 t8 19y ,.;I, 1r 1W 1109 0 1-8 NAILED 3x6= NA 11) 4x5-NAILED 035(0 8 NAILED 15 ' '' 1 8 d 110986# 2x4 = 4x10= - 3m# - 2x4499#/ 12k 567 -235! NAILED 3x5 1 4x5= NAILED 5x12= 2c4 I 3x5 NAILED NAILED NAILED NAILED NAILED NAILED 5x12= NAILED NAILED NAILED 7x10 '.I NAILED NAILED 10-1-2 10-1-2 331134 9-1-2 4-3-0 r 9-5-9 1 14-63 19-10-12 22.1.8 23-11-0 27-8-2 31-1-8 31-5-3 362.8 38.1610 41.11.0 430 5.2.9 5-2-9 5-2-9 2-2-12 1.98 3-9-2 35-6 0.---11 0-1-0 5.7.6 8-0-6 1-860,12 Plate Offsets(X,Y)- [1:0-2-12,0-1-7],[3:0-1-4,0-2-4],[9:0-1-12,0-1-8],[11:0-3-4,0-2-8],[12:0-1-12,0-1-8],[14:0-2-5,0-1-7],[17:0-3-8,0-0-0],[19:0-4-8,0-2-8],[20:0-4-8,0-3-8], [22:0-1-12,0-1-8],[23:0-1-8,0-1-8],[25:0-2-0,0-0-0],[26:0-3-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.15 27-29 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.20 27-29 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.89 Horz(TL) 0.04 26 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:275 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc puffins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-4-9 oc bracing. B4:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3*Except* be installed during truss erection,in accordance with Stabilizer W11:2x4 SP No.2 Installation guide. OTHERS 2x6 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=1108/0-3-8 (min.0-1-8),14=549/0-5-8 (min.0-1-8),17=1499/0-3-8 (min.0-1-8),26=2301/0-5-8 (min.0-2-11) Max Horz 1=211(LC 24) Max Uplift 1=-686(LC 8),14=-235(LC 8),17=-612(LC 8),26=-1301(LC 8) Max Grav1=1109(LC 17),14=567(LC 30),17=1499(LC 1),26=2301(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1026/653,2-3=-1606/1053,3-39=-1867/1307,39-40=-1867/1307,4-40=-1867/1307,4-41=-1120/854, 41-42=-1120/854,42-43=-1120/854,43-44=-1120/854,5-44=-1120/854,5-6=-1120/854,6-45=-1120/854,7-45=-1120/854, 7-8=-450/174,8-46=-591/359,9-46=-522/356,9-10=-246/282,10-11=-215/298,11-47=-159/312,47-48=-161/266, 12-48=-156/235,12-13=-699/350,13-14=-412/81 BOT CHORD 1-49=-824/1341,49-50=-824/1341,30-50=-824/1341,30-51=-830/1351,51-52=-830/1351,29-52=-830/1351, 29-53=-1164/1867,28-53=-1164/1867,28-54=-1164/1867,27-54=-1164/1867,27-55=-763/495,55-56=-763/495, 26-56=-763/495,25-26=-572/367,23-25=-107/82,23-24=-249/167,22-23=-821/534,22-57=-55/417,21-57=-55/417, 21-58=-131/473,20-58=-131/473,20-59=-48/59,19-59=-48/59,18-20=0/41,18-60=-105/60,17-60=-105/60, 16-61=-216/553,61-62=-216/553,15-62=-216/553,15-63=-216/553,14-63=-216/553 WEBS 16-17=-150/440,17-19=-925/421,11-19=-976/415,3-30=-115/263,3-29=-462/587,4-29=-111/104,4-27=-851/520, 5-27=-429/303,7-27=-1365/2136,24-26=-2052/1202,7-24=-2020/1188,8-22=-566/369,8-21=-171/100,9-21=-95/307, 9-20=-507/272,12-16=-761/373,12-15=-153/477,7-22=-646/1295,10-20=-224/135,11-20=-282/675 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)17 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 686 lb uplift at joint 1,235 lb uplift at joint 14, 612 lb uplift at joint 17 and 1301 lb uplift at joint 26. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. Continued on page 2 Job Truss Truss Type Qty Ply A0037788 6730 T01 Roof Spedal Gircbr 1 1 I Job Reference(optional) Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 M7ek Industries,Inc. Wed Jul 15 10:06:10 2015 liage 2 I D:L57Lowd4_CysXHoUsN_DegzPugm-GQ?GGBKzsrefe9X6o5otleLVPN SrVbFJ89REpjyxsgh NOTES- 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)97 lb down and 122 lb up at 4-3-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 12)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=-60,3-8=-60,8-10=-60,10-14=-60,25-31=-20,20-23=-20,17-18=-20,16-35=-20 Concentrated Loads(lb) Vert 3=-50(F)6=-50(F)8=-81(F)28=-38(F)11=-55(F)22=-128(F)21=-128(F)39=-50(F)40=-50(F)41=-50(F)42=-50(F)44=-50(F)45=-50(F)46=-30(F)47=18(F) 48=18(F)49=-143(F)50=-38(F)51=-38(F)52=38(F)53=-38(F)54=-38(F)55=-38(F)56=-38(F)57=-57(F)58=-128(F)59=-128(F)61=-11(F)62=-11(F)63=-310(F) v Job Truss Truss Type Qty •Ply A0037789 6730 T02 Roof Special 1 1 Job Reference(optional) 1 Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Wed Jul 15 10:06:10 2015 Page 1 ID:L57Lowd4_CysXHoUsN_ 9�gugm GQ?GGBKzsrefe9X6o50tleLtfVeWJ89REpjyxsgh 10-1-2 6.3,0 13-0-14 19-10-12 10-1-2 25-11-0 31-5-3 ,3318 38-10-8 44-11-0 6-3-0 i 6-9-14 6-9-14 6-0-4 5-6-3 1-8-5 5-9-0 6-0-8 Scale=1:84.4 5x6= 8 5x12.- j _ 4x10= 9 7.00 12 5x8 II 3x6= 5x6= 3 T72:4:1 6 7� ! 41 \ 3x4 1 36 i 37 3 � 39 y i 10 42 1 m 3x4 \ VNt 12 ,I '- �I -.,, r/ 1 "4 7, 6 25 • ;. 6 19 017o-:1, �, 1?; gI°Q 37 ��� �) n 0-3-80.1.8 26 24 a�50,23 ,2 22 3x4= t6-3-8(-1-8 13 461#/--1-8 7331k� 2x4 I 3x6= 1 87 3x4 2x4 x 4x10= 2x4 :2x4= 5x12= 2x4 3x5 I 5x12= 7x10 3x4= 10-1-2 10-1-2 33-4834 9.1-2 6.30 130-14 19-10-12 22.1-8 28-11-0 31.1.8 31-5-3 33.2.8 38-10-8 4411-0 6-3-0 - 6-9-14 I 6-9-14 12.2-121 3-9-8 } 5-2 -8 0-3-11 0-1-0 5-7-4 I 60-8 1-860-12 Plate Offsets(X,Y)- [1:0-2-4,0-1-7],[3:0-6-0,0-2-41,19:0-3-4,0-2-8],[10:0-1-12,0-1-8],[12:0-2-5,0-1-7],[15:0-4-8,0-0-0],[17:0-4-8,0-2-8],[18:0-4-8,0-3-81,123:0-2-8,0-1-0] 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 0.50 Vert(LL) 0.09 23-24 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.11 24-26 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.68 Horz(TL) -0.02 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:275 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B4:2x4 SP No.3 ' MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3'Except' be installed during truss erection,in accordance with Stabilizer W3:2x6 SP No.2 Installation guide. OTHERS 2x6 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=733/0-3-8 (min.0-1-8),12=425/0-5-8 (min.0-1-8),15=963/0-3-8 (min.0-1-8),23=1465/0-5-8 (min.0-1-12) Max Horz 1=211(LC 11) Max Uplift 1=-483(LC 12),12=-162(LC 12),15=-179(LC 12),23=-687(LC 12) Max Grav1=733(LC 21),12=451(LC 18),15=963(LC 1),23=1465(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-516/503,2-35=-1005/963,35-36=-932/971,3-36=-902/985,3-37=-769/930,37-38=-769/930,4-38=-769/930, 4-5=-769/930,5-6=-769/930,6-39=-505/234,7-39=-505/234,7-40=-318/202,8-40=-291/224,8-9=-351/273,9-41=-191/235 ,10-41=-221/210,10-42=-5221277,11-42=-566/262,11-12=-320/0 BOT CHORD 1-26=-699/803,25-26=-708/809,24-25=-708/809,23-24=-237/151,22-23=-191/83,20-22=-55/57,20-21=-57/81, 19-20=-246/165,18-19=-51/350,17-18=0/60,16-18=0/44,15-16=-95/43,13-14=-139/403,12-13=-203/403 WEBS 14-15=-93/335,15-17=-568/104,9-17=-624/100,3-26=-253/264,3-24=-128/70,4-24=-434/264,6-24=-1006/1163, 21-23=1312/814,6-21=-1303/843,7-18=-385/164,10-13=0/259,10-14=-568/233,7-19=-238/218,6-19=-227/634, 8.18=-173/116,9-18=0/431 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 6-3-0,Exterior(2)6-3-0 to 10-8-14,Interior(1)25-11-0 to 44-11-0 zone;porch left exposed;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)15 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 483 lb uplift at joint 1,162 lb uplift at joint 12, 179 lb uplift at joint 15 and 687 lb uplift at joint 23. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard .. russ MSS ype 0 'y Aoo37790• .6730 T03 Roof Speaal 1 I 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Jul 151406:11 2015 Page 1 ID:L57Lowd4_CysXHoU sN,AeszP ug m-kcZeTXKbd9mWGJ61 LoV i spinu4E3YSNpBoL9yxsgg 10-1-2 63-4 8-3-0 14-0-14 19-10-12 10-12i-1-8i 27-11-0 31-5.3 33- 38-10-8 I 44-11-0 6-3-4 1-11-12 5.9.14 5.9.14 2-2-12' 5-9-8 3.6.3 1-9-5 5-8-0 6-0-8 Scale=1:90.7 5x6= 5x6= 2x4 l 3x6 3x8 5x6= 9 4x10 7.00 12 2x4 4 r2 5 7 T3 8/ 0 C 9 J 37 3 38 6 39 Wg C 11 ' 'if.? m 3673/ 1465'r 47 m 79 ..._rti I ' _-..21 1 q -~ 13 d 0-3'8(735#/-0-51151 27 3x6 3x8 25 24. 23 = 468i*'E98# 2x 289 14 458fr/-149# o 3x6 2x4 5x12= 2x4 I I 3x5 4x5 I 4x5 11 5x12= 7x10 I 10-1-2 10-1-2 3341944 9-1-2 8-3-0 14-0-14 19-10-12 ,22.1-8 27-11-0 31.1.8 31.5-3 3312-8 38-104 44-11-0 8-3-0 5314 ' 6314 '2-2-12' 5-9-8 3-2-8 0-311 0-1-0 5-7-4 468 1-860,12 Plate Offsets(X,Y)- [1:0-3-0,0-1-7],[4:0-1-4,0-2-4],[10:0-1-8,0-2-0],[11:0-1-12,0-1-8],[13:0-2-5,0-1-71,[16:0-4-8,0-2-8],[17:0-4-8,0-3-81!18:0-4-8,0-0-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.19 27-30 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.25 27-30 >949 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(TL) 0.02 18 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:284 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B4:2x4 SP No.3,B6:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 , Installation guide. REACTIONS. (lb/size) 1=735/0-3-8 (min.0-1-8),13=435/0-5-8 (min.0-1-8),18=948/0-3-8 (min.0-1-8),24=1468/0-5-8 (min.0-1-12) Max Horz1=211(LC 11) Max Uplift 1=-515(LC 12),13=-149(LC 12),18=-249(LC 12),24=-598(LC 12) Max Grav1=735(LC 21),13=458(LC 18),18=948(LC 1),24=1468(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-712/762,2-36=-983/980,36-37=-9021985,3-37=-880/997,3-4=-834/1012,4-38=-5051797,5-38=-505/797, 5-6=-505/797,6-7=-505/797,7-39=-438/297,8-39=-438/297,8-9=-326/252,9-10=-331/265,10-40=-197/202, 11-40=-227/178,11-41=-529/251,12-41=-574/236,12-13=-332/0 BOT CHORD 1-27=-730/793,26-27=-621/684,25-26=-621/684,24-25=-220/12,23-24=-264/0,21-23=-77/23,21-22=0/60, 20-21=-214120,17-20=-57/288,16-17=0/51,17-19=-5/26,18-19=-83/68,15-18=-79/330,16-18=-587/187,10-16=-566/184, 14-15=-116/408,13-14=-200/408 WEBS 3-27=-336/253,4-27=-491/407.4-25=-247/125,5-25=-335/213,7-25=-731/880,8-20=-144/134,7-20=-83/502, 8-17=-373/246,11-14=0/255,11-15=-563/236,22-24=-1311/760,7-22=-1299/791,9-17=-170/165,10-17=-36/320 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 8-3-0,Exterior(2)8-3-0 to 12-8-14,Interior(1)27-11-0 to 44-11-0 zone;porch left exposed;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 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)18 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 515 lb uplift at joint 1,149 lb uplift at joint 13, 249 lb uplift at joint 18 and 598 lb uplift at joint 24. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1Job Truss Truss Type Qty 1Ply A0037791 6730 T04 Piggyback Base 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Wed Jul 15 10:06:12 2015 fj7age 1 ID:L57Lowd4_CysXHoUsN_Dugm-Co70htLDOSuNuTgUvylY3_N3Rs4BDSzW1 cbTwLtcyxsgf 10-1-2 150.12 10-1-2 147.5 20-6-8 28-1-11 30-9.11 14-5-8 17.10.819.10-12 23-2-0 25.10464-0 29-5-11 33-2-8 4-9-4 9-2.15 124 12138,12 16.68 19-2-8 21-10.8 24-8-0 26-7-11528-7.2 31-1-8 33-11-8 39-3-8 4.4-11-0 4-9-4 4-5-12 3-1-13 1-4-0 0 4 4 5.7 1d 0-84 1.4.0 1-4-0 0.9.15 0.5.7 1-4-0 2-1-0 5-4-0 5-7-8 ' Scale=1:101.8 5891c5-12 1.4-007-12 1-3-8 1400 1 9¢.1 9 0313 0-9-0 0-1-14 1-5.19x= 12 14 16 18 21 2E 2 027 29 691 $436 5xR1&0 12 nVVS, �,��_.Tg c 6 , Nut3a- 5x6= - 3x6% 4)(10- I s�_VV4 374x5=4x5 5x6 G 7 WB V1,8 W8 W8 W8 W8 W8 VV6 W8 W8 N 7.00,12 456-� r_11'i 15i 18,2 . �24j28 32, �4�39 41 40 `� -+�.: _ 7x6 ' B� 3x4 �� 2 3 42 3x4 W e r10 12 , 70 1 `� I./ I / 3x4 Wei ° 84 �+ �/ 43 .ti. _ . - _. - "-ko=52 48-,,.141/1 W1 Ic?Ii1 ° 0 $ 58 72 571 56 14 I- 0 3x8= �J39#Ja 6# 45 a. :)I la ° 7 3 3x4= 3x6= x� 3x5 I 4x10= 5x12= 3x4= 4x5 I 4x5 I 5x12= 33-11-8 33-3-4 15-0-12 33-2-8 10-1-2 9.2-15 i 14-5-8 14,7-5 19-10-12 10.84.1.81 26-8-0 28.7.2 31-14.33116.1.2 39-3-8 I 44-11-0 9-1-2 9-2-15 5-2-8 0-1!14 4-10-0 2-2-12 4-6-8 1-11-2 2-6-6 '2-0-00-8-4 5-4-0 5-7-8 0-5-7 0-1-0 0-0-12 Plate Offsets(X,Y)- [1:0-3-8,Edge],(5:0-3-0,0-0-4),[6:0-3-0,0-2-8],[12:0-4-4,0-2-0],[24:0-3-0,0-3-0],[34:0-4-4,0-2-0],[39:0-2-8,0-2-8],[40:0-2-4,0-1-8],[42:0-1-12,0-1-8], [44:0-2-5,0-1-7],[47:0-4-8,0-2-8],[49:0-4-8,0-0-0],[52:0-2-0,0-0-8],[53:0-2-4,0-1-8],[55:0-3-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.20 58-61 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.30 58-61 >789 180 BCLL 0.0 * Rep Stress Incr YES WB 0.81 Horz(TL) 0.02 55 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) i Weight 399 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins. BOT CHORD 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied or 5-10-4 oc bracing. Except: B4:2x4 SP No.3,B6:2x6 SP No.2 6-0-0 oc bracing:40-41 WEBS 2x4 SP No.3'Except* JOINTS 1 Brace at Jt(s):20,32,13,8,38,17,24,28 W7,W9:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 1=730/0-3-8 (min.0-1-8),44=454/0-5-8 (min.0-1-8),49=897/0-3-8 (min.0-1-8),55=1496/0-5-8 (min.0-1-12) Max Horz 1=-311(LC 10) Max Uplift1=-548(LC 12),44=-172(LC 12),49=-186(LC 12),55=-1036(LC 12) Max Gray 1=730(LC 1),44=483(LC 18),49=939(LC 22),55=1496(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-889/986,2-3=-921/1116,3-4=-787/1019,4-5=-461/666,12-14=-205/277,14-16=-205/277,16-18=-205/277, 18-67=-205/277,67-68=-205/277,21-68=-205/277,21-23=-205/277,23-25=-205/277,25-27=-205/277,27-69=-205/277, 29-69=-205/277,29-31=-205/277,31-34=-205/277,41-42=-260/235,42-70=-594/295,43-70=-618/280,43-44=-315/47, 6-7=-209/192,7-9=-170/258,9-12=-216/300,34-36=-179/272,36-37=-175/237,37-39=-192/162,5-6=-409/665, 6-8=-392/617,8-10=-392/617,10-11=-392/617,11-13=-392/617,13-15=-391/616,15-17=-391/616,17-19=-391/616, 19-20=-391/616,20-22=-322/133,22-24=-322/133,24-26=-322/133,26-28=-322/133,28-30=-322/133,30-32=-322/133, 32-33=-322/134,33-35=-322/136,35-38=-322/136,38-39=-322/136,39-40=-339/158 BOT CHORD 1-58=-864/846,58-71=-630/604,71-72=-630/604,57-72=-630/604,56-57=-630/604,55-56=-303/325,54-55=-209/66, 52-54=-50/61,52-53=-105/290,51-52=-314/356,48-51=-7/61,47-48=0/187,48-50=-14/12,49-50=-168/32,46-49=-82/328, 47-49=-597/129,41-47=-550/140,40-41=-432/224,45-46=-162/470,44-45=-183/470 WEBS 3-58=-350/273,4-58=-476/387,20-56=-1083/828,53-55=-1359/1208,20-534-1346/1247,20-51=-263/537, 42-46=-572/239,42-45=0/250,4-56=-422/389,40-51=-11/264,32-51=-377/197,12-13=-96/43,33-34=-80/15, 11-56=-335/104,9-10=-158/70,7-8=-104/105,37-38=-129/102,35-36=-31/43,31-32=-185/116,14-15=55/41, 18-19=-152/110,16-17=-20/22,21-22=-166/114,23-24=-14/11,29-30=-63/36,27-28=-35/25,25-26=-48/33 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-7-10,Interior(1)4-7-10 to 15-0-12,Exterior(2)15-0-12 to 19-6-11,Interior(1)9-11-6 to 44-11-0 zone;porch left exposed;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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)49 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 .. russ runs ype •y Y A0037791 :6730 T04 IPiggybadcBase j 1 1 Job Reference(optional) Budding Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7620 s Apr 30 2015 MiTek Industries,Inc.Wed Jul 15 1046:12 2015 Page 2 ID:L57Lowd4_CysXHoUsN_DegzPugm-Co70htLDOSuNuTgUvW3LN3Rs4BDSzW1 cbTwLtcyxsgf NOTES- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 548 lb uplift at joint 1,172 lb uplift at joint 44,186 lb uplift at joint 49 and 1036 lb uplift at joint 55. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A0037792 6730 T05 IPiggybadcBase 1 1 Job Reference(optional) Budding Component Supply,Green Cove Spnngs,FL Run:7.620 s Apr 30 2015 Print:7,620 s Apr 30 2015 MiTek Industries,Inc.Wed Jul 15 10106:12 2015 Page 1 ID:l57Lowd4_CysXHoUsN_DeozPugm-Co70htLDOSuNuTgUvV 13RIPBDwzVWcbTwLtcyxsgf 10-1-2 10-1-2 1Rf e 4-9-4 9-2-15 14-7.5 19-10-12 , 28.7-2 31.1.8 332.8, 39-3-8 44-11-0 ' 4-9-4 45.12 ' 5-4-6 5-3-7 8-8-6 2-6-6 2-1-00.9-0 5-4-0 5-7-8 5x6% •• toss toss ype • I- A0037792 6730 IT06 PiggybacicBase 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Jul 15 10:06:13 2015 Page 1 ID:1_57Lowd4_CysXHoUsN gzPugm-g?hOuDMr9m0EVcFhT 9pirwHre9aZ9iyVlg7guP2yxsge 10-1-2 10-1.2 33-7f-8 4-9-4 9-2-15 14-7-5 19-10-12 28-7-2 . 31-1-8 .332-8 39-3-8 4411.0 494 ' 4572 54.6 537 I 8-8-6 2-6-6 2.1-00.9.0 540 5-7-8 ' 5x6% 2x4 I 5x8 Scale:1/W=1' 10.00 12 5 635 3637 7 38 • 0 T3 5x6-:•--- / • I '7-:•--- 10x14 7.00 12 4/ W5 W6/ 1 8 zxa /" /� e� 3 / vim / /' 1.****%*****%.*■„....,%.9 39 12 i� e" ' ='_.•ter 1� p W'1 ,0 0 _. •••19 , Rd. 0-r o 0 re 24 40 .o 41 18 ate.( g�� 11 1 41°4 xg'r-• 25 3x6= 23 1928 297a21 2x43313#/-236* 12 3x5173e ava3) 5x12= 2x4 4x5 • 4x5 2x4= 33-11-8 5x12 333-4 33-2-8 104.2 9-2-15 14-7-5 19-10-12 10,14.1$, 28-7-2 31-1-8 331$11-2 39.3-8 I 4411.0 9.1-2 9-2-15 5-4-6 T 5-3-7 2-2-12• 6-5-10 ' 2.66 2-0-00-8.4 5-4-0 5-7-8 0.1.0 0-0-12 Plate Offsets(X,Y)- [1:0-3-8,Edge],[5:0-1-8,0-2-0],[7:0-3-0,Edge],[8:0-2-4,Edge],[9:0-1-12,0-1-8],[11:0-2-5,0-1-7],[14:0-4-8,0-2-8],[16:0-4-8,0-0-0],[19:0-2-0,0-0-0],[22:0-2-8 ,0-2-8] -- 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 0.89 Vert(LL) -0.12 25-28 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.31 25-28 >782 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(TL) 0.03 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:310 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B4:2x4 SP No.3,B6:2x6 SP No.2 WEBS 1 Row at midpt 5-22,6-22,7-20 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer ' Installation guide. REACTIONS. (lb/size) 1=659/0-3-8 (min.0-1-8),11=458/0-5-8 (min.0-1-8),16=794/0-3-8 (min.0-1-8),22=1674/0-5-8 (min.0-2-4) Max Horz 1=-317(LC 10) Max Uplift1=-248(LC 12),11=-173(LC 12),16=-228(LC 12),22=-297(LC 12) Max Grav1=660(LC 21),11=485(LC 18),16=838(LC 22),22=1925(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-821/61,2-3=-957/479,3-4=-786/418,4-34=-422/360,5-34=-387/389,5-35=-91/378,6-35=-91/378,6-36=-89/375, 36-37=-89/375,7-37=-89/375,7-38=-325/339,8-38=-357/310,8-9=-267/249,9-39=-599/306,10-39=-623/292, 10-11=-331/51 BOT CHORD 1-25=-276/823,24-25=-130/560,23-24=-130/560,23-40=-98/177,22-40=-98/177,21-22=-341/101,19-21=-111/0, 19-20=0/422,19-41=-106/135,18-41=-106/135,15-18=-27/39,14-15=-53/47,15-17=0/31,16-17=-63/54,13-16=-86/330, 14-16=-502/176,8-14=-488/174,12-13=-172/473,11-12=-186/473 WEBS 3-25=-340/195,4-25=-31/400,4-23=-720/316,5-23=-193/602,5-22=-918/151,20-22=-870/336,6-20=-511/299, 7-18=0/247,8-18=-115/168,7-20=-576/48,9-12=0/249,9-13=-573/240 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-7-10,Interior(,)4-7-10 to 14-7-5,Exterior(2)14-7-5 to 33-1-0,Interior(1)33-1-0 to 33-8-2 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)All plates are 3x4 MT20 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=10.0psf. 7)Bearing at joint(s)16 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 248 lb uplift at joint 1,173 lb uplift at joint 11, 228 lb uplift at joint 16 and 297 lb uplift at joint 22. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job ITruss Truss Type Oty Ply A0037792' 6730 1,T07 Piggyback Base 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pmt:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Jul 1510:06:14 2015 Page 1 ID:L57Lowd4_CysXHoUsN_De;Pua m-9BEm6ZNTw4857mgt1w5eTlyVV5u_vORPlV3mPSyUyxsgd 10-1-2 10-1-2 Y 4-9-4 9-2-15 14-7-5 19-10-12 28-7-2 31-1-8 33-2-8 39-3-8 44.11-0 434 4-5-12 5.46 5-3-7 886 I 266 '2-1-00-90 540 I 5-7-8 5x6% 2x4 I. 5x8 Scale:1/8"=1' 10.00,12 5 6a5 3637 7 38 s 10x14 O ,Ait 5x6_i `/ , 8 7.00112 4/ VV8 i�, 4 d 2x4 ¢ -- o \ 39 . \m 2 0-. ,.. . 7.A1 -1110•■•••••1111 ,W.1 '4%%.4.■1%......,:::o 24 40 �..c 41 18 .4.16' 137-9 B7v w,g��1 J9 .L a48#� 25 3x6= 23 192$ 297# 2x4338#1238# 12 48 r173#o �n�„Sx8 3x5 I 5x12= 2x4 I 4x5 4x5 2x4= 33-11-8 5x12363-4 33-2-8 1011-2 9-2-15 14-7-5 19-10-12 10.422.1.81 28-7-2 , 31-1-8 ,331x1-2 39-3-8 44-11-0 9-1-2 9-2-15 5-4-6 5-3-7 2-2-12 6-5-10 ' 2S8 '2-0-01184 5-4-0 5-7-8 0-1-0 0-0-12 Plate Offsets(X,Y)- [1:0-3-8,Edge],[5:0-1-8,0-2-0],[7:0-3-0,Edge],[8:0-2-4,Edge],[9:0-1-12,0-1-8],[11:0-2-5,0-1-7),[14:0-4-8,0-2-8],[16:0-4-8,0-0-0],[19:0-2-0,0-0-0],[22:0-2-8 ,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.12 25-28 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.31 25-28 >782 180 BCLL 0.0 * Rep Stress Incr YES WB 0.86 Horz(TL) 0.03 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:310 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1 B4:2x4 SP No.3,B6:2x6 SP No.2 WEBS 1 Row at midpt 5-22,6-22,7-20 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. i REACTIONS. (lb/size) 1=659/0-3-8 (min.0-1-8),11=458/0-5-8 (min.0-1-8),16=794/0-3-8 (min.0-1-8),22=1674/0-5-8 (min.0-2-4) Max Horz 1=-317(LC 10) Max Uplift 1=-248(LC 12),11=-173(LC 12),16=-228(LC 12),22=-297(LC 12) Max Grav1=660(LC 21),11=485(LC 18),16=838(LC 22),22=1925(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-821/61,2-3=-957/479,3-4=-786/418,4-34=422/360,5-34=-387/389,5-35=-91/378,6-35=-91/378,6-36=-89/375, 36-37=-89/375,7-37=-89/375,7-38=-325/339,8-38=-357/310,8-9=-267/249,9-39=-599/306,10-39=-623/292, 10-11=-331/51 BOT CHORD 1-25=-276/823,24-25=-130/560,23-24=-130/560,2340=-98/177,2240=-98/177,21-22=-341/101,19-21=-111/0, 19-20=0/422,19-41=-106/135,18-41=-106/135,15-18=-27/39,14-15=-53/47,15-17=0/31,16-17=-63/54,13-16=-86/330, 14-16=-502/176,8-14=488/174,12-13=-172/473,11-12=-186/473 WEBS 3-25=-340/195,4-25=-31/400,4-23=-720/316,5-23=-193/602,5-22=-918/151,20-22=-870/336,6-20=-511/299, 7-18=0/247,8-18=-115/168,7-20=-576/48,9-12=0/249,9-13=-573/240 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-7-10,Interior(1)4-7-10 to 14-7-5,Exterior(2)14-7-5 to 33-1-0,Interior(1)33-1-0 to 33-8-2 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)All plates are 3x4 MT20 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=10.0psf. 7)Bearing at joint(s)16 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 248 lb uplift at joint 1,173 lb uplift at joint 11, 228 lb uplift at joint 16 and 297 lb uplift at joint 22. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 'Job Truss Truss Type Qty Ply A00377951 6730 T08 Piggyback Base Structural Gable COMMON I I 1 1 ' j Job Reference(optional) Guiding Component Supply,Green Cove Spnngs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc.Wed Jul 15106:16 2015 Page 1 ID:L57Lowd4_CysXHoUsN_DegzPugn-§ MXXFOkShOpM4_F8L7HYvbVsocG W4uZ0Nyxsgb 10-1-2 4-9-0 9-2-15 14-7-5 21-7-3 28-7-2 33-1-8 11x--88 39-3-8 44-11-0 ' 4-9-4 I 4-5-12 5-4-6 6-11-14 I 6-11-14 4-66 0-10-0 5-4-0 5-7-8 5x6------ Scale=1:82.5 2x4 I 5x6 10.00 12 5 30 31 6 32 33 7 34 &�3 • Cr / 1. E 10x14 5x6 29 ,. o 8 7.00 12 4 '• WBR1 V'B41 -1 4`' o 2x4 ° o m W4 3 0 io o 9 35 1 2 -x' im. o '• = :I 10 o -•1::: :.❖:•::e::❖:tie::.:.❖xt;:e:e:�:�:•:::::::.❖xelte-..:• 1 20 18 17 16 37 15 5>1 ((�-�,�� )) Y i 19 0-2-5) (0-2-5) 19 (0-2-5) 36 3x8= 3x6= 133970)1287# • . -,•44s q3g# 599#/-191# 973#/-222# = 12 11 • 3x6= 4x5 1 2x4 I i 4x5 :: 10-1-2 3044 9-1-2 9-2-15 21-7-3 28-7-2 33-1-8 •8 39-3-8 1411.0 9-2-15 S46 6-11-14 6-11-14 4-6-6 47-0 6-0-4 5-7-8 0-0-12 Plate Offsets X — 1:0-3-0 0-1-7 5:0-1-8 0-2-0 :0-1-8,0-2-0 8:0-2-4 Ed.e, 9:0-1-12 0-1-8, 11:0-2-5 0-1- 14:Ed.e 0-2-12 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.12 20-23 >897 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.31 20-23 >348 180 BCLL 0.0 * Rep Stress Incr YES WB 0.73 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:340 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins. BOT CHORD 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B3:2x6 SP No.2 6-0-0 oc bracing:14-15. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 7-11-0(5-18);7-11-0(6-17);7-11-0 OTHERS 2x4 SP No.3 (7-15); SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 1=432/20-1-8 (min.0-2-5),11=420/0-5-8 (min.0-1-8),14=1299/0-3-8 (min.0-1-9),20=596/20-1-8 (min.0-2-5),18=846/20-1-8 (min.0-2-5), 1=432/20-1-8 (min.0-2-5) Max Horz 1=-317(LC 10) Max Uplift1=-99(LC 12),11=-144(LC 12),14=-287(LC 12),20=-191(LC 12),18=-222(LC 12) Max Grav1=432(LC 21),11=433(LC 18),14=1339(LC 18),20=599(LC 17),18=973(LC 17),1=432(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-767/0,2-3=-464/203,3-4=-308/133,4-29=-318/216,5-29=-284/245,5-30=-532/385,30-31=-532/385,6-31=-532/385, 6-32=-532/385,32-33=-532/385,7-33=-532/385,7-34=-518/365,8-34=-575/335,8-9=-167/191,9-35=-503/252, 10-35=-527/237,10-11=-310/29 BOT CHORD 1-20=-91/538,19-20=-64/269,18-19=-64/269,18-36=-142/212,17-36=-142/212,16-17=0/382,16-37=0/382,15-37=0/382, 14-15=-83/81,13-14=-104/358,8-14=-980/276,12-13=-126/392,11-12=-171/392 WEBS 3-20=-375/216,4-20=-270/175,4-18=-200/118,5-18=-716/257,5-17=-212/617,6-17=-483/282,7-17=-58/232, 7-15=-237/66,8-15=-3/565,9-13=-579/244,9-12=0/247 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-7-10,Interior(1)4-7-10 to 14-7-5,Exterior(2)14-7-5 to 33-1-0,Interior(1)33-1-0 to 33-8-2 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)All plates are 3x4 MT20 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=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 99 lb uplift at joint 1,144 lb uplift at joint 11, 287 lb uplift at joint 14,191 lb uplift at joint 20,222 lb uplift at joint 18 and 99 lb uplift at joint 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ,Job Truss Truss Type !Qty Pry A0037796 16730 T11 ATfC 13 1 Job Reference(optional) Buildiq Component Supply.Green Cove Springs.FL Run:7.620 s Apr 30 2015 Prit 7.620 s Apr 30 2015 MiTek Industries.Inc.Wed Jul 1510,06:16 2015 Page 1 101-2 ID:L57Lowd4_CysXHoUsN_DegzPugm-5aMXXFOkSh _F8L7HYvbQbYnvleCW4uZONyxsgb 4-9-2 9-2-15 13-5-0 14-7-5 16-7-0 18-11-11 23-4-0 26-3-0 I ' 4-9-2 4-5-13 4-2-1 1-2-5 1-11-11 2-4-11 ' 4-4-6 2-11-0 5x6= 3x6 I 8x12 MT2OHS= Scale=1:60.1 6 7 22 823 10.00 12 2x4 11 0_ J T3 ice,.. 19 1 21 4x5* 4 1 7.00 12 W8 - \WI' i°' ° 2x4�� a 3 m 3x4% 20 2 r _ o :. 10 9 13 12 x12 4x10= 4x10= 4x10= 8x14 M18SHS= X118) 4x10= 2x4 II 4x10= 4x10 X5.$(0-1-8) 76$ 141-28# 99019' I 9-2-15 13-5-0 14-7-5 16-7-0 { 18-11-11 1 23-4-0 1 26-3-0 1 9-2-15 4-2-1 1-2-5'1-11-11 211 4.4-8 2-11-0 Plate Offsets(X,Y)— [1:0-2-12,0-1-71,[6:0-3-0,0-2-11,17:0-4-0,0-1-8],[10:0-3-0,0-2-0],[11:0-4-12,0-2-8] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.56 10-11 >556 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -1.29 10-11 >243 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(TL) 0.74 19 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Attic -0.28 9-10 395 360 Weight:238 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T3:2x6 SP No.2 end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. Except: B2:2x6 SP No.2,B3:2x6 SP SS 1 Row at midpt 5-11 WEBS 2x4 SP No.3`Except* WEBS 1 Row at midpt 6-10 W8:2x8 SP SS I MiTek recommends that Stabilizers and required cross bracing OTHERS 2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.3 1-6-0 Installation guide. REACTIONS. (lb/size) 1=710/0-3-8 (min.0-1-8),19=722/0-5-8 (min.0-1-8) Max Horz 1=268(LC 12) `, Max Uplift 1=-118(LC 12),19=-208(LC 9) Max Grav1=763(LC 18),19=990(LC 18) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-697/0,2-20=-1169/184,3-20=-1117/196,3-4=-1040/159,4-21=-942/182,5-21=-892/190,5-6=-910/260,6-7=-325/78, 7-22=-322/78,22-23=-322/78,8-23=-322/78,9-14=-116/600,8-14=-116/600 BOT CHORD 1-13=-564/1135,12-13=-87/35,11-12=0/29,5-11=-123/120,10-11=-325/572,9-10=-222/352 WEBS 3-13=-221/136,4-13=-11/126,11-13=-496/1030,4-11=-322/113,6-11=-550/1195,7-10=-122/497,6-10=-1264/604 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-7-5,Exterior(2)14-7-5 to 17-7-5 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. 4 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Ceiling dead load(5.0 psf)on member(s).6-7,7-8 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.9-10 9)Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 118 lb uplift at joint 1 and 208 lb uplift at joint 19. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job Truss Truss Type Qty .Ply A0037797I 6730 T11A ,ATTIC 2 �f L Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries.Inc.Wed Jul 1510..06:17 2015 Page 1 10-1-2 ID:L57Lowd4_CysXHoUsN_DegzPugm-Zmwvk;�gll�$?Wf_EZSi3fW478erCvCegaLlke6Zpyxsga 4-9-2 9-2-15 13-5-0 14-7-516-7-0 18-11-11, 23-4-0 26-3-0 4-9-2 4-5-13 4-2-1 1-2-51-11-11 2-4-11 ' 4-4-6 2-11-0 5x6= 3x6 8x12 MT2OHS= Scale=1:66.9 - 10.00 12 2x4 1 1 ••' 7 22_ 8 i• k 19 5 1 t 21- 4x5� L 4 7.00 12 C ig ,o r 6 — d 2x4 _, 6 d 3x0.4 i 2 r - 1 2 ` illir�li —� — W o - IIii-' I _. .p ti :S ll d 10 9 13 12 4x10= 4x10=4x10= 4x10= 8x14 M18SHS= 0-3- Q-1-8) 4x10= 3x5 I' 4x10 i 4x10=¢5-8(0-1-8) 172 f263# 8x10= 2104#I-451# Special 1 10-1-2 19-7-0 9-2-15 13-5-0 14-7-516-7-0 18-11-11 23-4-0 I 263-0 l 9-2-15 4-2-1 1-2-51-11-11 2 11 ' 4-4-6 2-11-0 Plate Offsets(X,Y)— [1:0-3-0,0-1-7],[6:0-3-0,0-2-1],[7:014-8,0-1-8],[9:0-6-12,Edge],[11:0-2-12,0-5-8],[12:0-2-12,0-1-8] LOADING(psf) SPACING- 2-2-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.62 10 >504 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -1.25 10 >249 180 MT2OHS 187/143 BCLL 0.0 ' I Rep Stress Ina NO WB 0.60 Horz(TL) 0.73 19 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Attic -0.31 9-10 360 360 Weight:482 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD 2-0-0 oc purlins(6-0-0 max.), except end verticals T3:2x6 SP SS (Switched from sheeted:Spacing>2-0-0). BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: B2:2x6 SP No.2,B4:2x6 SP SS,B3:2x4 SP SS 1 Row at midpt 5-11 WEBS 2x4 SP No.3*Except' WEBS 1 Row at midpt 6-10 W8:2x8 SP SS OTHERS 2x6 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=1425/0-3-8 (min.0-1-8),19=1452/0-5-8 (min.0-1-8) Max Horz 1=435(LC 12) Max Uplift1=-263(LC 12),19=-451(LC 9) Max Grav1=1722(LC 18),19=2104(LC 18) FORCES. (lb)-Maximum Compression/Maximum Tension 11 TOP CHORD 1-2=-1613/117,2-20=-2766/438,3-20=-2714/457,3-4=-2568/395,4-21=-2504/477,5-21=-2423/491,5-6=-2366/578, 6-7=-716/159,7-22=-705/160,22-23=-705/160,8-23=-705/160,9-14=-268/1301,8-14=-268/1301 BOT CHORD 1-13=-1087/2429,12-13=-156/432,11-12=-224/1026,5-11=-133/168,10-11=-629/1355,9-10=-393/697 WEBS 3-13=-325/207,4-13=-165/142,11-13=-784/1872,4-11=-562/194,6-11=-1234/3527,7-10=-322/1500,6-10=-3607/1320 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,2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered 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=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=26ft;eave=oft;Cat.It; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-7-5,Exterior(2)14-7-5 to 17-7-5 zone;C-C for members and forces&MWFRS for reactions shown;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)The Fabrication Tolerance at joint 9=16% 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 20.0psf 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. 10)Ceiling dead load(5.0 psf)on member(s).6-7,7-8 1 11)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.9-10 12)Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 263 lb uplift at joint 1 and 451 lb uplift at j 1 Continued 9.on page 2 Job Truss Truss Type Qty 'Ph, A0037797 6730 T11A ,ATTIC 2 2 Job Reference(optional) Buidmg Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries.Inc.Wed Jul 15 10:06:17 2015 Page 2 ID:L57Lowd4_CysX HoUsN_DegzPugm-ZrnwvkaPMD?Wf_EZSi3f W478erCVCegaLlke6Zpyxsga NOTES- 14)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)980 lb down and 230 lb up at 13-2-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 17)Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-65,4-6=-65,6-8=-76,12-15=-22,9-11=-22 Concentrated Loads(lb) Vert:12=-550(F) ;Job Truss Truss Type Oty Ply 6730 T71Br 1 1 Job Reference(optional) Buildup Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pmt:7.620 s Apr 30 2015 MiTek Industries.Inc. Wed Jul 1510:06:17 2015 Page 1 10-1-2 3-0-0 I:L4�L ^d4_CysXHoUsN DegzPugm-ZmwvkaPMD?Wf EZSi3fW478ntC0NezuLlke6Zpyxsga 3-0-0 Scale=1:50.0 1 2 g S C' 6 II • • i 1 1 !518#/-27# 723#1-377# 4 3 2 x4ppI 4xr55 10 =t22 1JOS24 TFN?/ 3-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-1-4,2-3,1-3 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=518/Mechanical,3=723/Mechanical Max Uplift4=-267(LC 4),3=-377(LC 4) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-81/59,1-2=0/0,2-3=-81/59 BOT CHORD 4-5=-0/0,3-5=-0/0 WEBS 1-3=-0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,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 20.0psf 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 267 lb uplift at joint 4 and 377 lb uplift at joint 3. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 0-8-4 from the left end to connect truss(es)T11C(1 ply 2x4 SP)to back face of bottom chord. 9)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 2-10-4 from the left end to connect truss(es)T11 C (1 ply 2x4 SP)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 12)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:1-2=-60,3-4=-20 Continued on page 2 Job Truss Truss Type 1 Oty ,Ply 6730 711B I Flat Gisler 1 1 Job Reference(optional) guiding Component Supply,Green Cove Spnngs.FL Run:7.620 s Apr 30 2015 Print:7 620 s Apr 30 2015 MiTek Industries,Inc. Wed Jul 151:06:17 2015 Page 2 ID:L57Lowd4 CysXHoUsN_DegzPugm-ZmwvkaPMD?Wf EZSi31W478ntCONezuLlke6Zpyxsga LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-513(B)5=-513(B) Job Truss Truss Type Qty Ply i 6730 T11C Mononarh i 2 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Jul 1510:06:18 2015 Page 1 101 2 ID:L57Lowd4_CysXHoUsN_DegzPugm)'by}1FxwQ_IeWc08eGmAldKhvJbHeNIVU ONf5Fyxag2 4-9-4 9-2-15 13-5 4-9-4 4-5-12 4-2-9 2x4 15 Scale=1:52.0 10.00 12 /I: 4x5 i 13 4 �� ' IA 7.00,12 n 2x4� - 3 n 12 VKi 2 u 1 o�11II ✓ ry a — 579#/-267# Si#/;130) 7 6 USP JUS24 3x6 I 10-1-2 10-1-2 9-2-15 13-5-8 9-2-15 4-2-9 Plate Offsets(X,Y)— [1:0-3-0,0-1-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.12 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.31 7-10 >523 180 BCLL 0.0 . Rep Stress Incr YES WB 0.55 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:96 lb FT=20% LUMBER- — BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-9 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-10-7(5-6); SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=532/0-5-8 (min.0-1-8),6=532/Mechanical Max Horz 1=359(LC 12) Max Uplift 1=-13(LC 12),6=-267(LC 12) Max Grav1=532(LC 1),6=579(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-792/0,2-12=-632/3,3-12=-565/15,3-4=-423/0,4-13=-113/66,5-13=-99/99,5-6=-168/141 BOT CHORD 1-7=-390/688,6-7=-136/352 WEBS 3-7=-394/229,4-7=-59/397,4-6=-601/229 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are 3x4 MT20 unless otherwise indicated. 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 13 lb uplift at joint 1 and 267 lb uplift at joint 6. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty 1121), A0037799 6730 T12 ROOF TRUSS 5 1 Job Reference(optional) Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Jul 1510:06:18 2015 Rage 1 10-4-11 ID:L57Lowd4_CysXHoUsN_DegzPugm-1 yUHxwQ_IeWcO8eGmAbFtNCvU_ONf5FyxsgZ 4-9-4 { 9-2-15 14-7-5 20-5-3 26-3-0 4-9-4 4-5-12 5-4-6 5-9-14 5-9-14 5 6 7 10.00',12 5x6-- \ K c Scale=1:54.8 2x4 I , , 18 ' 4x5-.>- \ 4 �V1f5 7.00,12 Q �?' �q W8 W4 / ,d 2x4 /i� oS 3 %; 19 W2 / 3x4 i2 �/' , 0 1 •i ti_ K1 Y III }i7 J1 d ° - 12 11 10 23 9 24 8 0-3-8W-8) 3x4= 3x4= 3x4= 3x8= 0-S41(0-1.8) 10530:191# 1118#/-369# 10-4-11 19-7-0 9-2-15 i 14-7-5 20-5-3 26-3-0 9-2-15 5-4-6 ' 5-9-14 5-9-14 Plate Offsets(X,Y)— [1:0-3-8,Edge),[5:0-1-8,0-2-0),[7:0-3.8,0-3-0[,[9:0-1-8,0-1-8) 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 0.70 Vert(LL) -0.12 12-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 ' Vert(TL) -0.32 12-16 >981 180 BCLL 0.0 • Rep Stress Incr YES WB 0.91 Horz(TL) 0.16 18 n/a n/a BCDL 10.0 1 Code FBC2014/TPI2007 (Matrix-M) Weight:191 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 7-3-4 oc bracing. W7:2x4 SP No.2 WEBS 1 Row at midpt 5-9,6-9,7-9 OTHERS 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1041/0-3-8 (min.0-1-8),18=1011/0-5-8 (min.0-1-8) Max Harz 1=405(LC 12) Max Uplift 1=-191(LC 12),18=-369(LC 9) Max Grav1=1053(LC 17),18=1118(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1056/28,2-19=-1587/347,3-19=-1508/365,3-4=-1388/308,4-20=-1000/264,5-20=-914/283,5-21=-514/194, 6-21=-514/194,6-22=-514/194,7-22=-514/194,8-13=0/126,7-13=0/126 BOT CHORD 1-12=-650/1469,11-12=-504/1214,10-11=-504/1214,10-23=-305/739,9-23=-305/739,9-24=-12/33,8-24=-12/33 WEBS 3-12=-317/186,4-12=-29/361,4-10=-765/289,5-10=-161/683,5-9=-495/224,6-9=-425/285,7-9=-401/1058 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-7-5,Exterior(2)14-7-5 to 17-7-5 zone;C-C for members and forces&MWFRS for reactions shown;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,with BCDL=10.Opsf. 5)Bearing at joint(s)18 considers parallel to grain value using ANSIITPI 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 191 lb uplift at joint 1 and 369 lb uplift at joint 18. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard aim- Job Truss Truss Type Qty 'Ply A0037800 6730 T13 ROOF TRUSS 2 1 ■ Job Reference(optional) Buiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pmt:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Jul 15 10:06:18 2015 Page 1 10-1-2 ID:NKOzEYpNRdYiHVhHCjHDK9yzo_2-1yUHxwQIeWc088„4JdKhqubAkNCHU_ONf5FyxsgZ 4-9-4 9-2-15 14-7-5 20-11-0 25-10-0_ 4-9-4 4-5-12 i 5-4-6 5 6 6-3-11 4-11-0 8 10.00 12 4x10 =� I K �.•%. 1q Scale=1:57.0 r28#/-3 # Io 21 4x5= d 4x5 �,4 7.00 �; 140000000000.022 5.00 12 — 2x4 O * 05x12 3 _ � 20 3x4 - l' 0 1 ' sta :ti w∎:vim o e 14 73 12 11 0-3--1-8) 3x4=3x6= 2x4 II 1028#/-187# 4x10= 10-1-2 19-7-0 9-2-15 14-7-5 16-3-8 l 25-10-0 I ' 9-2-15 5-4-6 ' 1-8-3 9.6-8 Plate Offsets(X,Y)— [1:0-3-8,Edge],[5:0-8-0,0-1-121[9:0-2-12,0-3-8],[10:0-3.4,0-3.4],[12:0-1-12,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.31 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.83 9-10 >371 180 BCLL 0.0 * Rep Stress Incr YES WB 0.95 Horz(TL) 0.20 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:174 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B3:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS T-Brace: 2x6 SP No.2-5-12 SLIDER Left 2x4 SP No.3 1-6-0 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1028/0-3-8 (min.0-1-8),15=1028/Mechanical Max Horz 1=405(LC 12) Max Uplift1=-187(LC 12),15=-379(LC 9) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1044/29,2-20=-1547/337,3-20=-1452/355,3-4=-1340/298,4-21=-938/256,5-21=-832/276,5-6=-1343/592, 6-22=1383/598,7-22=-1383/598,7-23=-384/11,8-23=-384/11,9-15=-1028/407,8-9=-140/97 BOT CHORD 1-14=-641/1452,13-14=-495/1181,12-13=-495/1181,11-12=-16/16,10-11=-13/6,6-10=-129/110,9-10=-768/1696 WEBS 4-14=26/365,3-14=-317/186,4-12=-762/285,5-12=-1877/931,7-10=-210/205,7-9=-1235/694,10-12=-1123/2556, 5-10=-967/2285 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-7-5,Exterior(2)14-7-5 to 17-7-5 zone;C-C for members and forces&MWFRS for reactions shown;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 187 lb uplift at joint 1 and 379 lb uplift at joint 15. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Job Truss "Truss Type Qty Ply 16730 'T14 PIGGYBACK BASE 2 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Wed Jul 15 10:06:19 2015 Rage 1 ID:L57Lowd4_CysXHoUsN_rt�pennz�ppug m-V82f 9GQdanNDXjgpUh_AYD_4?VVH6mYeC27DdiyxsgY 10-1-2 4-9-4 9-2-15 14-7-5 17.4-0 1''—- 21-6-8 4-9-4 4-5-12 5-4-6 2-8-11 4-2-8 7 6 — Scale=1:53.5 10.00 12 5x6 r 3x4= 3x4 II 18 7r51 4x5 VV6 4 t. 9 c m 7.00 12 �' o %' c 2x4- ; 9 3 c 17 3x4 G2 r :r __ c 10/' 4x5=21 22 9 23 8 ,d N 12 11 3x4= 4x5= 0-5*-II.8) 0-3-8(0-1-8) # 12CIONI4b5# 7-1-0 , 9-2-15 , 11-4-0 12-9-12 17-1-12 17-4-0 21-6-8 ' 7-1-0 ' 2-1-15 ' 2-1-1 1-5-12' 4-4-0 0-2-4 4-2-8 Plate Offsets(X,Y)— [1:0-3-0,0-1-7],[10:0-2-12,0-2-01,[11:Edge,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.14 12-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.39 12-15 >526 180 BCLL 0.0 • Rep Stress Incr YES WB 0.50 Horz(TL) 0.32 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:156 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-9,6-9 SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=644/0-5-8 (min.0-1-8),9=1068/0-3-8 (min.0-1-8) Max Horz 1=405(LC 12) Max Uplift 1=-44(LC 12),9=-405(LC 12) Max Grav1=644(LC 1),9=1204(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-853/0,2-17=-826/54,3-17=-763/66,3-4=-624/0,4-5=-505/55,5-18=-590/164,6-18=-576/183,6-19=-59/109, 19-20=-59/109,7-20=-59/109 BOT CHORD 1-12=-423/911,11-12=-219/588,10-11=-219/635,5-10=-186/146,10-21=-79/163,21-22=-79/163,9-22=-79/163,9-23=0/0, 8-23=0/0 WEBS 3-12=-383/220,4-12=0/309,4-11=-533/150,6-10=-338/907,7-9=-238/128,7-8=0/70,6-9=-780/448 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-7-5,Exterior(2)14-7-5 to 17-7-5 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=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 1 and 405 lb uplift at joint 9. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss ;truss Type Qty Ply I 1 6730 '715 PIGGYBACK BASE 2 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 Mirek Industries.Inc. Wed Jul 15 10:06:19 2015 Page 1 1012 ID:L57Lowd4_CysXHoUsN zPugm-V82f9GQckmNDXjgpUh_AYD_4?WZ6mXeC27DdiyxsgY 2-5-8 9-2-15 14-7-5 17.4-0 21-6-8 2-5-8 6-9-7 5-4-6 2-8-11 4-2-8 6 10.00 12 5x6 5 2i1 22 Scale=1:55.6 3r4= J . 3x4 I 20 5x8---- 4 WS 7.00 1z i 0 13.1\ V 4x10*19 B 2 :r — , 0 c 1/. F 9 23 24 8 25 7 d 2x4 N ,� . tt, ,` 4x5= 3x4= . - . 6 i. x 14 8 11 10 0-5 -1-8) 2x4 5x6— 4x5-2x4 1 0-3-8(0-1-8) 644#/-44# 1204#/-405# 10-1-2 12-1-2 2-5-8 7-1-0 9-1-8 i 11-4-0 12-9-12 17-1-12 17-4-0 21-6-8 2-5-8 4-7-8 2-0-8 2-2-8 '1-5-12 4-4-0 0-2-4 4-2-8 Plate Offsets(X,Y)— [1:0-2-4,0-1-7],[2:0-2-1,0-2-0],[3:0-2-4,0-3-4],[9:0-2-12,0-2-0],[10:Edge,0-1-8],[12:0-2-0,0-2-12],[13:0-3-4,0-1-8] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.16 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.39 12-13 >523 180 BCLL 0.0 * Rep Stress Incr YES WB 0.50 Horz(TL) 0.38 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:168 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. B2,B4:2x6 SP No.2 WEBS 1 Row at midpt 6-8,5-8 WEBS 2x4 SP No.3 T-Brace: 2x4 SP No.3-2-12 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") SLIDER Left 2x4 SP No.3 2-3-13 nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer ' Installation guide. REACTIONS. (lb/size) 1=644/0-5-8 (min.0-1-8),8=1068/0-3-8 (min.0-1-8) Max Horz 1=405(LC 12) Max Uplift 1=-44(LC 12),8=-405(LC 12) Max Grav1=644(LC 1),8=1204(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-495/81,2-19=-744/0,3-19=-724/25,3-4=-500/54,4-20=-592/164,5-20=-578/184,5-21=-59/110,21-22=-59/110, 6-22=-59/110 BOT CHORD 1-14=-461/1018,13-14=-12/54,2-13=-14/121,12-13=-863/1941,11-12=-131/75,3-12=0/205,10-11=-225/575, 9-10=-217/622,4-9=-201/150,9-23=-79/163,23-24=-79/163,8-24=-79/163,8-25=0/0,7-25=0/0 WEBS 2-12=1260/600,3-10=-480/171,5-9=-339/910,6-8=-238/128,6-7=0/70,5-8=-780/448 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-7-5,Exterior(2)14-7-5 to 17-7-5 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 20.0psf 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=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 1 and 405 lb uplift at joint 8. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 'Job Truss Truss Type Qty ,Ply 6730 'T17 'PIGGYBACK BASE 3 I 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 M7ek Industries,Inc. Wed Jul 151b:06:20 2015 1'age I ID:L57L0w0 4 CysXHoUsN_DegzPugm-zLc2McREVVwuJ{ ti1NBCDilm9gPuArClnRism98yxsgX 10-1-2 2548 I 9-2-15 i 14-7-5 r1:2211i0 21-11-0 26-0-0 2-5-8 8-9-7 5-4-6 6-10-11 05-0 4-1-0 6 7 8 1 a Scale=1:57.0 10.00 12 5x8 % p'27 Q 28 1'54 1 zX I I Axa= 3x4 II / 4x6 0 4 / 3 /' i, i 7.00 12 4iv 1 Pi ; i 6 VVB 4X10 i 2 1 15 14 1. • ''o 30 3x4= e+� n :i 4 _._:4 . 3X5= 3x61 v 14 •` .i Q 6. (3x8= _ 1:-r 1�20 17 18 31 B9 - F • 2x4 4x5= 4x5= g-- .0 65# 054*-1`8) 3x5 II 0-3-8(041-15) 12 11 568#/-17# 11S= 2x4 II 2x4 41-2 10-1-2 2-5-8 9-1-8 11•.-011.5-0 17.1.0 17-12 21.11-0 26-0-0 I 2-5-8 6-8-0 1 2-2-8 0-1-0 5-8-0 040-12 4-7-0 1 4-1-0 0-2-4 Plate Offsets(X,Y)- [1:0-2-4,0-1-7],[2:0-2-1,0-2-0],[3:0-3-8,0-0-12],[13:Edge,0-4-0],[15:0-3-0,0-1-8],[16:Edge,0-2-0],[17:0-2-8,0-0-8],[18:0-2-4,0-2-0],[19:03-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) 0.14 18-19 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.38 18-19 >549 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.51 Horz(TL) -0.18 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:230 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except' end verticals. B2,B9:2x6 SP No.2,B8:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-9-8 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 6-14 SLIDER Left 2x4 SP No.3 2-3-13 WEBS 1 Row at midpt 8-11,2-18,5-14,7-13 i MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer II Installation guide. REACTIONS. (lb/size) 1=568/0-5-8 (min.0-1-8),11=352/Mechanical,13=1475/0-3-8 (min.0-1-15) Max Horz 1=405(LC 12) Max Uplift 1=-17(LC 12),11=-165(LC 9),13=-536(LC 12) Max Grav1=568(LC 1),11=405(LC 22),13=1629(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-434/56,2-25=-575/0,3-25=-555/0,3-4=-324/0,4-26=-406/108,5-26=-375/127,5-6=-85/242,6-27=-72/214, 7-27=-72/214,7-28=-13/5,8-28=-13/5,10-11=-316/158,8-10=-129/82,9-10=-50/19 BOT CHORD 1-20=-420/906,19-20=-11/52,2-19=-3/129,18-19=-802/1769,17-18=-14/35,3-18=-26/273,16-17=-190/460, 15-16=-195/567,4-15=-229/178,15-29=-64/10,29-30=-64/10,14-30=-64/10,13-14=-1065/474,6-14=-291/182, 13-31=-7117,12-31=-7/17,11-12=-24/63 11 WEBS 2-18=-1256/600,3-16=-544/194,5-15=-340/878,5-14=-746/364,7-13=-592J199,9-12=0/227,7-9=-30/354 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-7-5,Exterior(2)14-7-5 to 17-7-5 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit 1 between the bottom chord and any other members,with BCDL=10.Opsf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 17 lb uplift at joint 1,165 lb uplift at joint 11 and 536 lb uplift at joint 13. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-60,3-5=-60,5-8=-60,20-21=-20,18-19=-20,16-17=-20,14-15=-20,11-13=-20,9-10=-80 Job Truss Truss Type Qty Ply A0037804 16730 T18 'Piggyback Base 1 1 Job Reference(optional) ' Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries,Inc.Wed Jul 15 10:06:20 2015 page 1 10-1-2 10-1-2 ID:L57Lowd4 CysXHoUsN_DegzPugm-zLc2McREWw uErh9.��CDilmD4P_JrF5nRism98yxsgX 4-9-4 9-2-15 14-7-5 140 26-0-0 4-9-4 4-5-12 5-4-6 ' 6-10-11 4.6-00 7 9 10.00,12 5x6 6 rt 8' 23 24 2x4 ' Scale=1:56.9 , / \ 2x4 I 3x4= 2x4 II 5 21 1 it 4x51 �� 4 ■T, Q 7.00112 i` V 3x4 i lu 113 c I x R1 '$6x8= 3 `_ q rQi 15 _ 27 4 28 14 3x8- 2x4 I 418#/-126# 0-5*-1/4I.8) 0-3-8(0-1-8) 0-3-840-1-8) 10 341#/0# 828#/-260# 687!!1903# 3x4= 10-1-2 10-1-2 X40 9-1-2 8-5-2 9-2-15 11+0 11,60 17-1-0 17-1,12 2600 8-5-2 6413 2-1-10-1-0 5-8-0 0-0-12 8-8-0 0-2-4 USPIJUS24 Plate Offsets(X,Y)— [1:0-3-0,0-1-71[11:0-2-4,0-1-8],[13:0-2-12,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.29 10-11 >353 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.55 10-11 >187 180 BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:213 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP SS*Except* end verticals. B2,B4:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 7-12 SLIDER Left 2x4 SP No.3 1-6-0 WEBS 1 Row at midpt 9-10,6-12,8-11,8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=341/0-5-8 (min.0-1-8),10=353/Mechanical,11=627/0-3-8 (min.0-1-8),15=747/0-3-8 (min.0-1-8) Max Horz 1=405(LC 12) Max Upliftl0=-126(LC 9),11=-307(LC 9),15=-260(LC 12) Max Grav1=341(LC 1),10=418(LC 17),11=687(LC 17),15=828(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-674/0,2-20=-301/0,3-20=-225/0,3-4=-269/198,4-5=-171/0,5-21=-218/27,6-21=-162/48,6-7=-58/0,7-22=-52/0, 8-22=-52/0,8-23=-10/0,23-24=-10/0,9-24=-10/0,9-10=-108/76 BOT CHORD 1-15=-365/420,14-15=-43/0,13-14=-93/0,5-13=-268/200,13-25=-49/97,25-26=-49/97,12-26=49/97,11-12=-431/276, 7-12=-213/145,11-27=-35/74,27-28=-35/74,10-28=-35/74 WEBS 3-15=-419/234,4-15=-482/237,13-15=-39/166,4-13=-115/239,6-13=-105/207,6-12=-248/199,8-11=-141/127, 8-10=-179/100 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-7-5,Exterior(2)14-7-5 to 17-7-5 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 20.0psf 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=10.0psf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 126 lb uplift at joint 10,307 lb uplift at joint 11 and 260 lb uplift at joint 15. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A0037805 6730 T19 Piggyback Base 1 1 Job Reference(optional) Building Component Supply.Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Wed Jul 1510:06:21 2015 Page 1 ID:L57Lowd4_CysXHoUsN_DegzPugm-RX9QaySsH D05TrsDxvjSFzJFIpGvaZixgMc Kiayxsq W 10-1-2 15-012 9-1-2 9-1-2 14-7-5 19-10-12 2668 12-4-12 14-5-8 17-4-0 19-2.8 21.148 2470-@510-0 261.129-611 31-1-8 33-11-8 4-94 9-2-15 9.116 13-8-12 168817.108 2068 23-2-0 25-0-4267.1528-7-230-9-11 33-1-8 39-3-8 44.11-0 i 4-94 I 4-5-12 067 2-5-6 1-4 gl4 0-9-8 11.40 07-12 1-3-81-4-0 0-9-12 1.5.1 +.5 0-313 0-100 54-0 674 Scale=1:87.6 0844-7 0-6-8 084 1.4-0 0-6-4 0-8-8 0-5-7 1-4-0 2-0-0 71-5.12 963 64 65 0-1-6 13 14 5x6= - r=,:-6 5x6 , 5x6= r • NY\ 5O0112 �; Vj18 VNB 8x14 M18SHS�` 7.00.12 4 56/ 416 I I I I I 1. 1 1r 15 16 4' 1 ..(' i z10 ' .-7-1 / 3x4 3 17 4 3x4% \tic 66 '1 3x4 __ 2 o O . ii iii 5x8 'W15 18 -R 6 .: \I 0-3-8 0-1-8) 30 0-3-8( 2-11) 0 1-8) ° 4851121# 3x8= 230 7# 23 21 20 11342# 3x43=3x5 3x4= 4x12= 17-0-0 154-12 19-1012 33-114 1011-2 9-2-15 9111.6 14-5-8 147-5 4i 22-1.8 25.0-4 26-6-8 28-7-2. 31-14 33-1-8 3 398 44-11-0 9.1.2 8 9-2-15 0-67 41 0-1-14 04.02812 12.2-12' 2-10-12 '1-6-4 2-0-9' 2-6-6 2-0-0010+0 5-4-0 5.7-8 05-7 1-11-4 Plate Offsets(X,Y)— [1:0-3-0,0-1-7],[4:0-3-0,0-1-8],[5:0-4-4,0-2-0],[6:0-3-0,0-2-8],[7:0-1-13,Edge],[11:0-3-0,Edge],[12:0-5-0,0-2-4],[13:0-4-4,0-2-0],[15:0-2-4,0-2-8],[17:0-1-12 ,0-1-81,[19:0-2-1,0-1-7],[26:0-5-8,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.15 30-57 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.40 30-57 >516 180 M18SHS 244/190 BCLL 0.0 * Rep Stress Inc( YES WB 0.84 Horz(TL) 0.14 19 n/a n/a BCDL 10.0 I Code FBC2014/TP12007 (Matrix-M) Weight:393 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. T3:2x4 SP SS,T6:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-5-9 oc bracing. BOT CHORD 2x4 SP No.2`Except` WEBS T-Brace: 2x4 SP No.3-12-26 B3:2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") WEBS 2x4 SP No.3 nails,6in o.c.,with 3in minimum end distance. OTHERS 2x4 SP No.3 Brace must cover 90%of web length. SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 JOINTS 1 Brace at Jt(s):28,10,8,12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=480/0-3-8 (min.0-1-8),19=977/0-5-8 (min.0-1-8),25=2136/0-3-8 (min.0-2-11) Max Horz 1=317(LC 11) Max Uplift1=-221(LC 12),19=-342(LC 12),25=-547(LC 12) Max Gray 1=485(LC 18),19=1104(LC 18),25=2302(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-825/39,2-3=-693/437,3-4=-471/352,4-5=-565/449,7-63=-457/413,9-63=457/413,9-64=-457/413,64-65=-457/413, 13-65=-457/413,15-16=-1292/636,16-17=-1343/579,17-66=-1589/632,18-66=-1690/619,18-19=-893/199,6-7=-575/393, 13-14=-628/434,5-6=-444/352,6-8=-175/277,8-10=-289/1790,10-11=-289/1790,11-12=-289/1790,12-14=-778/381, 14-15=-1125/577 BOT CHORD 1-30=-240/512,29-30=0/0,15-21=-11/303,24-25=-17/13,23-24=-17/13,22-23=-130/525,21-22=-130/525, 20-21=448/1391,19-20=448/1391,27-28=-1338/394,26-27=-1338/394,25-26=-2245/697,8-26=-1282/485 WEBS 3-30=-396/219,17-21=498/217,17-20=0/199,9-10=-427/292,27-29=-194/0,8-28=498/1800,12-23=-21/231, 12-21=-278/759,23-26=-150/578,12-26=-1722/464,28-30=-198/729,5-28=-288/143,4-30=-324/197,16-21=-289/139 NOTES- 1)2x4 SP No.2 bearing block 12"long at jt.25 attached to front face with 2 rows of 10d(0.131"x3")nails spaced 3"o.c.8 Total fasteners. Bearing is assumed to be SP No.2. 2)Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-7-8,Interior(1)4-7-8 to 15-0-12,Exterior(2)9-11-6 to 14-5-5,Interior(1)15-0-12 to 44-11-0 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)All plates are 2x4 MT20 unless otherwise indicated. 7)The Fabrication Tolerance at joint 15=0% 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 20.0psf 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=10.0psf. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 221 lb uplift at joint 1,342 lb uplift at joint Contlrluua-da47albeu?lift at joint 25. Job Truss Truss Type 10ty Ply A0037805 6730 719 Piggyback Base 1 1 Job Reference(optional) I Building Component Supply.Green Cove Springs,FL Run 7.620 s Apr 30 2015 Pmt 7.620 s Apr 30 2015 MTek Industries,Inc. Wed Jul 1510:06:21 2015('age 2 ID:L57Lowd4_CysXHoUsN_DegzPugm-RX9QaySsHDO 5TrsDxvjSFzJFIpGvaZixgMcKiayxsq W NOTES- 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Job Truss Truss Type Qty PIy A0037806 6730 T20 i Hatl Hip 1 1 I Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries.Inc.Wed Jul 151b:0622 2015 Page 1 10 1-2 ID:L57Lowd4_CysXHoUsN_DegzPugm w/pnITU2X8y4?RPVcEt� 7ZQDeGJ8U4vOLtE1yxsgV 6-6-8 8-6-8 11-4-0 17-3-8 6-6-8 2-0-0 i 2-9-8 5-11-8 5x6 Scale=1:34.3 2x4 II 3x4= 4 5 17 18 6 • 2x4\\ ��� 7.00 12 3 18 • n r r` n 15 II u5 WAll g 1 Jjj e� .2111 ._A ► � 3 10 9 3x5 I 3x8= 2x4 II 0-510(9.2-8) 0-3-5(P4143) 686#/-146# 8-6-8 11-4-0 11/5.0 17-3-8 686#/-259# 8-6-8 2-9-8 0.1-0 5-10-8 Plate Offsets(X,Y)— [1:0-2-4,0-1-7],[4:0-1-4,0-2-4],[8:0-2-12,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (Ioc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.10 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.28 10-13 >723 180 BCLL 0.0 . Rep Stress Inc: YES WB 0.36 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight 101 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except BOT CHORD 2x4 SP No.2`Except* end verticals. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=686/0-5-8 (min.0-1-8),7=686/0-3-8 (min.0-1-8) Max Horz 1=205(LC 12) Max Uplift1=-146(LC 12),7=-259(LC 9) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-720/0,2-15=-885/242,15-16=-822/244,3-16=-790/260,3-4=-735/279,4-5=-839/356,5-17=-863/365,17-18=-863/365 ,6-18=-863/365,6-7=-624/307 BOT CHORD 1-10=-396/729,9-10=-29/0,8-9=-47/3,5-8=-332/244,7-8=-12/33 WEBS 3-10=-402/249,4-10=-85/111,8-10=-276/722,4-8=-215/443,6-8=-406/951 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-6-8,Exterior(2)8-6-8 to 12-9-7 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 20.0psf 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 146 lb uplift at joint 1 and 259 lb uplift at joint 7. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job MISS Truss Type •Qty Ply A0037807 6730 T21 Roof Special 1 1 Job Reference(optional) Building Component Supply,Green Cove Spnngs,FL Run:7.620 s Apr 30 2015 Pmt 7.620 s Apr 30 2015 MTek Industries,Inc.Wed Jul 15 1b:06:22 2015 Page 1 10-1-2 ID:L57Lowd4_CysXHoUsN_DegzPugm-wj onITU2X8y4?RPVc42Ar24DfLJ6U4v0LtE1yxsgV 6-9-0 8-9-0 10-11-8 17-3-8 6-9-0 l 2-0-0 2-2-8 6-4-0 4x5= Scale=1:34.4 4 7.00 12 2x4 1`. u 5 = 3x5= 5 6 _ 16 �• 15 __ r-- di 1 133 3x4% ►' f 0 2x4 II 1 A.65.8= ii, N Ira is 61 • IfIllill 10 9 3x5 I 3x8= 2 x 4 I I a5W-1-8) °-3441141-2s) 686111-159# 8-9-0 11 -0 11.5-0 17-3-8 686•/-205# I 8-9-0 I 2-7-0 0-7.0 5-10-8 Plate Offsets(X,Y)— [1:0-2-4,0-1-7],[4:0-2-8,0-1-12],[5:0-2-8,0-0-8],[8:0-2-12,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.10 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.30 10-13 >685 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.49 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:99 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=686/0-5-8 (min.0-1-8),7=686/0-3-8 (min.0-1-8) Max Horz 1=157(LC 12) Max Uplift 1=-159(LC 12),7=-205(LC 9) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-697/0,2-15=-880/250,15-16=-815/252,3-16=-732/268,3-4=-764/301,4-5=-1545/596,5-17=-1283/466, 17-18=-1282/466,6-18=-1282/466,6-7=-620/284 BOT CHORD 1-10=-362/734,9-10=-25/25,8-9=-40/6,5-8=-1012/454,7-8=-30/73 WEBS 3-10=-397/238,4-10=-68/140,8-10=-223/696,6-8=-466/1287,4-8=485/1261 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-9-0,Exterior(2)8-9-0 to 10-11-15 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)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 159 lb uplift at joint 1 and 205 lb uplift at joint 7. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss TRIBE Type Ci4c IPry A0037808 6730 T22 Roof Special 1 1 Job Reference(optional) 1 Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pmt:7.620 s Apr 30 2015 MiTek Industries.Ina Wed Jul 1510:06:22 2015 Page 1 10-1-2 ID:L57Lowd4_CysXHoUsN_DegzPugm-wtjonlTU2X8y4?RPV 61DeU1p4vOLtElyxsgV 6-9-0 8-9-0 , 11-5-0 12-11-8 17-3-8 I 6-9-0 2-0-0 2-8-0 1-6-8 4-4-0 4x5= Scale=1:34.2 4 2x4 I 2x4 7.00 12 3\\ 5 17 •� ; 18 4x5= 3x4 I 6 7 T3 rr a.—� cr} li'-i 16 iii 3x4 _ a �, �4 di 2 5x8 4x5= 1 JI' N __Al B1 e ►O • 11 10 3x5 I 3x8= 2x4 I 0-5f&9:1-8) "4WD 686#/-169# 8-9-0 11-4-0 11,5-0 17-3-8 6864/-1911 8-9-0 I 2-7-0 0-1-0 5-10-8 Plate Offsets(X,Y)— [1:0-2-4,0-1-7],[4:0-2-8,0-1-12],[9:0-2-12,0-2-8] LOADING(psf) SPACING- 2-0-0 CS!. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.11 11-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.32 11-14 >638 180 BCLL 0.0 * Rep Stress lncr YES WB 0.79 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:97 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing 1 SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=686/0-5-8 (min.0-1-8),8=686/0-3-8 (min.0-1-8) Max Horz 1=110(LC 12) Max Uplift 1=-169(LC 12),8=-191(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-698/0,2-16=-880/269,16-17=-815/271,3-17=-774/288,3-4=-808/320,4-5=-1562/576,5-18=-1521/516, 6-18=-1552/512,6-19=-139/37,7-19=-139/37,7-8=-149/98 BOT CHORD 1-11=-328/725,10-11=-20/23,9-10=-39/6,5-9=-185/129,8-9=-752/2108 WEBS 3-11=-393/235,4-11=-73/141,9-11=-184/700,4-9=-447/1247,6-9=-883/375,6-8=-2023/735 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-9-0,Exterior(2)8-9-0 to 11-9-0, Interior(1)12-11-8 to 17-1-12 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 20.0psf 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 169 lb uplift at joint 1 and 191 lb uplift at joint 8. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard •Job Truss Truss Type Qty •Pty A0037809 !6730 1723 Common 2 1 I Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries,Inc Wed Jul 1510:06:22 2015 Page 1 ID:L57Lowd4_Cys cite_DegzPugm-wjjonlTU2X8y4?RPVcEhnArbfill1 9W4vOLtElyxsgV 10-1-2 4-6-4 8-9-0 12-10-p 17-3-8 4-6-4 i 4-2-12 4-1-8 4-5-0 4x5= Scale=1:33.9 4 Pi A\ `, 7.00 12 �� 21 2x4 , ; zxa 5 3 �; '1 • 22 19 W2 V1r2•. / \ \ 4x5 3x4-i \ / r (13/ 6 El d 2 WI // \\ // 7 n° B t ►MI 10 9j Mil 3x4=3x4= 8 3x8 I 3x5 I 3x4= 0-5r@(9:2-8) 0-5&*1-6) o- X3-8) 473#/-147# 6-1-12 11-4-4 638#/-185# 17-3-8 281#+200# 6-1-12 5-2-8 5-11-4 Plate Offsets(X,Y)— [1:0-2-4,0-1-71[4:0-2-8,0-1-12],[7:0-4-5,0-2-10] LOADING(psf) SPACING- 2-0-0 l CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.07 8-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.07 9-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:88 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. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=473/0-5-8 (min.0-1-8),7=273/0-5-8 (min.0-1-8),8=638/0-5-8 (min.0-1-8) Max Horz 1=-143(LC 10) Max Uplift 1=-147(LC 12),7=-200(LC 12),8=-185(LC 12) Max Gray 1=473(LC 1),7=281(LC 22),8=638(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-444/120,2-19=-574/291,3-19=-555/302,3-20=-551/304,4-20=-527/323,4-21=-179/374,5-21=-203/355, 5-22=-195/344,6-22=-247/329,6-7=-309/582 BOT CHORD 1-10=-199/502,9-10=-199/502,8-9=-69/204,7-8=-244/191 WEBS 3-9=-303/187,4-9=-93/419,4-8=-425/0,5-8=-304/233 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-9-0,Exterior(2)8-9-0 to 11-9-0 zone;porch right exposed;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 20.0psf 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 147 lb uplift at joint 1,200 lb uplift at joint 7 and 185 lb uplift at joint 8. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1 Job Truss Truss Type Qty Ply A0037810' 16730 724 1Common Girder 1 1 Job Reference(optional) Budding Component Supply.Green Cove Springs.FL Run:7.620 s Apr 30 2015 Pont:7.620 s Apr 30 2015 MiTek Industries.Inc.Wed Jul 15 18:06:23 2015 Paget ID:L57Lowd4_CysXHQUsN_DegzPugm-OwHA?eU7orHpi9oc2JIwKOOnsob CE7g5QmTyxsgU 10-1-2 l q-il 0 12-11-14 I 2-0-0 482 4-9.0 6-1-0 644 7-5-0 8-9-0 14 10-1-0 11-1-12 12-9-0 1550 17-6-0 2-0-0 252 0-2-14 1-4-0 0-3-4 1,0-12 1-4-0 140 ' 1-0.120,3-4 140 0.12-14 252 2-0-0 4x5= Scale=1:35.2 CM 13 ' 8 I 11111 15 6 � • 17 5 18 4x12 4x5= 4x5= ' I 7.00 12 T r� 19 2 ���0∎ �.∎ . s L ► 3x4 J 1 21 d,Ar A 1 LIIIPIMIll c i q I -_ .--'B2 m� d j., 27 26 36 25 24 37 38 �i 22 O' 3x4= NAILED NAILED NAILED 23 3x5 I 3x4= 3x4=3x4= 3x4= 3x4= 3x5 ' 0-3-8(0-1-8) NAILED NAILED 0-3-8(0-1-8) 0-3-8(0-1-8) 501#/-338# 932#/-650# 169#/-113# 10-1-2 10-1-2 10-1-2 2-0-0 6-4-4 11-1-12 15-6.0 I 17-6-0 2-0-0 4-4-4 4-9-8 4-4-4 2-0-0 Plate Offsets(X,Y)-j1:0-1-10,0-1-7],[3:0-34,0-2-4],p:0-5-0,0-2-0],[10:0-5-0,0-2-0],[14:0-5-0,0-2-0],[19:0-1-8,0-2-0],[21:0-2-5,0-1-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Weft Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.04 23-24 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.05 23-24 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.27 Horz(TL) 0.01 23 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:129 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. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):10,16,4 SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 1=501/0-3-8 (min.0-1-8),21=169/0-3-8 (min.0-1-8),23=932/0-3-8 (min.0-1-8) Max Horz 1=-135(LC 6) Max Uplift 1=-338(LC 8),21=-113(LC 25),23=-650(LC 8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-711/491,11-13=-133/159,13-15=-147/134,15-17=-137/113,17-18=-146/114,18-19=-168/105,19-20=-135/143, 20-21=-147/88,2-3=-608/452,3-4=-503/441,4-7=-503/441,7-9=-722/610,9-10=-722/610,10-12=-226/424, 12-14=-226/424,14-16=-186/215,16-19=-186/215,3-5=-163/67,5-6=-128/78,6-8=157/133,8-11=-133/154 BOT CHORD 1-27=-160/251,26-27=390/596,26-36=-566/817,25-36=-566/817,24-25=-566/817,24-37=-74/229,37-38=-74/229, 23-38=-74/229,22-23=-329/263,21-22=-92/140 WEBS 10-24=572/704,10-23=-649/393,2-26=-136/133,19-22=-163/84,10-11=-102/63,14-15=-153/107,12-13=-58/37, 16-17=-78/51,6-7=-161/109,8-9=-51/35,4-5=-58/43,7-26=-223/173,7-24=-219/146,14-23=436/295,14-22=-324/489 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional);porch left and right exposed;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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 338 lb uplift at joint 1,113 lb uplift at joint 21 and 650 lb uplift at joint 23. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 11)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:1-2=-60,11-19=-60,19-21=-60,28-32=-20,2-3=-60,3-11=-60 Concentrated Loads(Ib) Vert:24=41(B)26=-41(B)36=-41(B)37=-41(B)38=41(B) A Job Truss Truss Type Qty Ply A0037811 16730 T25 CO1"R1O" 1 1 Job Reference(optional) Guiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pmt:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Jul 15 10:06:23 2015 page 1 10-1-2 ID:L57Lowd4 CysXHoUsN_DegzPugm-OwFIA?eU7, p190c2JIWKO0oEc5c2gbE7g5QmTyxsgU 33-0 6-6-0 3-3-0 3-3-0 4x5= Scale=1:17.4 3 7.00,12 I 3x4 4 3,4 .) 2 5 del 1 d Ell ■:1 d a 6 ■ 2x4 1 a. 3x5 I I 3x5 I I 0-318(0.2-8) 0-3t0(04-8)•3-3-0 6-6-0 260W- •° 3-3-3-0 3-3-0 •0 • 160# Plate Offsets(X,Y)— [1:0-2-4,0-1-7],[5:0-2-5,0-1-7] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 6-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 6-13 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.05 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 (Matrix-M) Weight 29 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. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=260/0-3-8 (min.0-1-8),5=260/0-3-8 (min.0-1-8) Max Horz 1=-54(LC 10) Max Uplift 1=-160(LC 12),5=-160(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-155/255,2-3=-243/363,3-4=-243/363,4-5=-155/255 BOT CHORD 1-6=-244/207,5-6=-244/207 WEBS 3-6=-246/136 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;porch left and right exposed;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 20.0psf 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 160 lb uplift at joint 1 and 160 lb uplift at joint 5. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard .Job Truss Truss Type i ty :Ply A0037812 6730 726 Common �1 1 Job Reference(optional) Building Component Supply.Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries.Inc.Wed Jul 15 10:06:24 2015 Page 1 10-1-2 ID:L57Lowd4_CysXHoUSN_DegzPugrr-s6rYC UIZ8PR J 1 H9tbxzk0Obn7mNMKq_vyxsgT 3-3-0 60 3-3-0 3-3-0 Scale=1:15.8 4x5= 2 7.00 FIT pug 3 13 4 1 rid 2x4 11 '/ 2x4' 3 2x4 03181 A 8) 0-3-81111 3-3.0 I 6.6-0 252#/-156# 3-3-0 3-3-0 252#/-156# LOADING(psf) SPACING- 2-0-0 CSI. DEFL.. in (loc) l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 4-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 1 Vert(TL) -0.01 4-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:23 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. 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=252/0-3-8 (min.0-1-8),3=252/0-3-8 (min.0-1-8) Max Horz 1=-51(LC 10) Max Uplift1=-156(LC 12),3=-156(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-304/379,2-3=-304/379 BOT CHORD 1-6=0/0,1-1=-141/120,1-4=-265/225,3-4=-265/225,3-10=0/0 WEBS 2-4=-253/145 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;porch left and right exposed;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 20.0psf 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 156 lb uplift at joint 1 and 156 lb uplift at joint 3. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard , Job Truss Truss Type Ofy Ply A0037813 6730 T27 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run.7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries.Inc. Wed Jul 15 10:06:24 2015 Page 1 91 2 ID:L57Lowd4_CysXHoUsN_DegzPugm-s6rYC UIZ8PgKJboc1H9tbxrMglIp9UNMKq_IvyxsgT 4-8-6 9-1-8 13.6-10 15-10-7 18-3-0 ' 4-8-6 4-5-2 4-5-2 2-3-13 2-4-9 4 Scale=1:33.9 NAIL_„ NAILED r 1 II 7.0012 NAIL_ NAILED 3x4 1• r 41111411444N NAILED 3x4 5 NAIL 3 3 1: 2x4 11 h I ► Nx5= -hit 6 8 3x4 i -NA% N O 1 ..,.. "NE -a 1■ 1U • _- -u - _ B2 ` , .4-: - 24 13 25 26 12 27 1128 10 29 1032x -4098 Ira e NAILED Zx4 NAILED NAILED 3x8= NAILED 3x4= 2x4 10x12= 3x6 II 0-5-8(0-1-8) NAILED NAILED USP THD26 1016p(i92# 9-1-2 4-8-6 9-1-8 I 13-6-10 18-3-0 ' 4-8-6 4-5-2 4-5-2 4-8-6 Plate Offsets(X,Y)— [1:0-3-0,0-1-71,[3:0-1-12,0-1-8],[5:0-1-12,0-1-8],[9:0-0-0,0-2-3],[9:1-2-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.07 10-12 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.13 10-12 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.27 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:100 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-4 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1014/0-5-8 (min.0-1-8),9=1032/Mechanical Max Horz 1=-132(LC 23) Max Uplift1=-392(LC 8),9=-409(LC 8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-853/271,2-18=-1533/623,3-18=-1406/614,3-19=-1116/505,19-20=-1028/490,4-20=-975/479,4-21=-970/476, 21-22=-1028/486,5-22=-1112/503,5-23=-1350/583,6-23=-1442/599,6-7=-1499/626,7-9=-1471/618,6-8=-5/4 BOT CHORD 1-24=-537/1278,13-24=-537/1278,13-25=-537/1278,25-26=-537/1278,12-26=-537/1278,12-27=-497/1205, 11-27=-497/1205,11-28=-497/1205,10-28=-497/1205,10-29=-497/1205,9-29=-497/1205 WEBS 3-13=0/230,3-12=-489/273,4-12=-275/674,5-12=-401/225,5-10=0/215,8-9=-51/68 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional);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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 392 lb uplift at joint 1 and 409 lb uplift at joint 9. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 11)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:1-4=-60,4-6=-60,6-8=-60,9-14=-20 Concentrated Loads(Ib) Vert:18=-60(F)19=-43(F)20=-43(F)21=-43(F)22=-43(F)23=-60(F)24=-85(F)25=-34(F)26=34(F)27=-34(F)28=-34(F) 29=-85(F) Job Truss Tru'ype City Ply A0037814 6730 i T28 'Roof Special 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Wed Jul 1510:06:24 2015?age 1 9-1-2 ID:L57Lowd4_CysXHoUsN_DegzPugm-s6rYC_UIZ8PgKJboc1 H9tbxu90GFn0_�A�IK�IvyxsgT 7-0-0 i 9-1-8 I 13-10-7 18-3-0 , 7-0-0 2-1-8 4-8-15 4-4-9 4 Scale=1:31.4 2x4\`. 7.00111 3 15 .� 18 5 4x5= 2x4 I 8 T3 ■ INA 14 rn 3x4 i '? c� 2 c3 . 1 II, c 131 II M 9 8 724!(1-199# 3xx5 ,I 3x8= 3x4= 3x4= 0-50P--241) 9-1-2 724#/-181# 9-1$ 18-3-0 USP JUS24 9-1-8 9-1-8 Plate Offsets(X,Y)— [1:0-2-4,0-1-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.15 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.36 7-9 >596 180 BCLL 0.0 * Rep Stress Incr YES WB 0.49 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:94 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=724/0-5-8 (min.0-1-8),7=724/Mechanical Max Horz 1=-115(LC 10) Max Uplift1=-181(LC 12),7=-199(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-693/0,2-14=-9441279,14-15=-871/281,3-15=-833/299,3-4=-850/322,4-16=-758/268,5-16=-790/253,5-17=-44/0, 6-17=-44/0,6-7=-121/91 BOT CHORD 1-9=-328/768,8-9=-303/803,7-8=-303/803 WEBS 3-9=-378/231,4-9=-206/661,5-9=-228/166,5-7=-934/371 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-1-8,Exterior(2)9-1-8 to 12-1-8, Interior(1)13-10-7 to 18-1-4 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 20.0psf 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 181 lb uplift at joint 1 and 199 lb uplift at joint 7. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 'Truss !Truss Type Qty Ply A0037815i 6730 1 1-29 I Roof Special 1 1 Job Reference(optional) Bolding Component Supply,Green Cove Springs,FL Run 7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Jul 15 1b:06:25 2015 Page 1 9 12 ID:L57Lowd4_CysXHoUsN_DegzPugm-KIPxPJVNKSXXyTA_AkoOPpT3JQcT AAd XrLyxsgS 7-0-0 9-1-8 11-10-7 18-3-0 • 7-0-0 2-1-8 2-8-15 6-4-9 4 Scale=1:31.4 2x4\\ ■ 3 5 4x5= 3x4 7.00;12 6 15 • T3 ■ 6 17 °P 1 \WI 14 W5 T v 3x4 i 2 1 4: Cr �U I r" B1 m B2 —_Af �M�IM 9 9# '1 8 724f[1-20 3x5 ,1 3x8= 3x4= 3x4= o-s(I-8) 9-1-2 724#1-171# 9.1-8 18-3-0 USP JUS24 9-1-8 9-1-8 Plate Offsets(X,Y)– [1:0-2-4,0-1-7] 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 0.49 Vert(LL) -0.15 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.37 7-9 >583 180 BCLL 0.0 • Rep Stress Incr YES WB 0.91 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 _ (Matrix-M) Weight:97 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=724/0-5-8 (min.0-1-8),7=724/Mechanical Max Horz 1=154(LC 12) Max Uplift1=-171(LC 12),7=-209(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-693/0,2-14=-945/265,14-15=-872/267,3-15=-790/285,3-4=-810/310,4-5=-765/279,5-16=-36/9,16-17=-36/9, 6-17=-36/9,6-7=-186/134 BOT CHORD 1-9=-360/781,8-9=-284/744,7-8=-2841744 WEBS 3-9=-408/249,4-9=-270/729,5-9=-246/169,5-7=-847/331 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-1-8,Exterior(2)9-1-8 to 11-10-7 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 20.0psf 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 171 lb uplift at joint 1 and 209 lb uplift at joint 7. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Tniss Truss Type Qty Ply A0037816 6730 T30 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Wed Jul 15 10:06:25 2015?age 1 91 2 ID:L57Lowd4_CysXHoUsN_DegzPugm-KIPxPJVNKSXXyTA AkoOPpT_RQeCWLaW fLyxsgS 4-8-6 9-1-8 9-10-7 15-9-12 21-1-11 27-11-0 4-8-6 4-5-2 0-8-15 5-11-5 5-3-15 6-9-5 NAILED 2x4 Scale=1:47.1 4x10= 5 3x4= 16= NAIED NAAED NAAED4x5= 4' 19 20 21 6 y 8 22 23 24 9 7.00 12 '�i 12 — !LS I rill h Jl O nil 3x4 /nn 3 w6 n 3x4. / ,•••••get rag n Y��n nn .4 ]R- 14 13 12 25 26 11 27 28 29 3x6 II 2x4 II 3x4= 5x8= THD26 7x10= NAILED NAILED 10 3x8 0-5-8(0-1-12) NAILED NAILED 0-3-8(0-2-1) 1465#/-436# 1756#/-678# 9-1-2 9-1-2 4-8-6 8-5-8 9-10-7 15-9-12 21-1-11 27-11-0 l i 4-8-6 3-9-2 }1-4-15 1 5-11-5 l 5-3-15 6.9-5 Plate Offsets(X,Y)— [1:0-3-8,Ed9el13:0-1-12,0-1-81,[4:0-6-8,0-2-0],[9:0-2-4,0-1-121[10:0-4-8,0-1-8],[11:0-50,0-3-12],[12:0-2-12,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 0.80 Vert(LL) 0.17 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.35 11-12 >941 180 BCLL 0.0 • Rep Stress Ina NO WB 0.98 Horz(TL) 0.07 10 n/a n/a BCDL 10.0 Code FBC2014fTP12007 (Matrix-M) Weight:173 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc puriins, T2:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.1`Except* BOT CHORD Rigid ceiling directly applied or 7-1-11 oc bracing. B2:2x6 SP SS WEBS T-Brace: 2x4 SP No.3-9-10,9-11 WEBS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") OTHERS 2x4 SP No.3 nails,bin o.c.,with 3in minimum end distance. SLIDER Left 2x4 SP No.3 1-6-0 Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1465/0-5-8 (min.0-1-12),10=1756/0-3-8 (min.0-2-1) Max Horz 1=224(LC 32) Max Uplift 1=-436(LC 8),10=-678(LC 5) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1247/282,2-3=-2325/727,3-4=-2157/729,4-5=-19/0,4-19=-2592/936,19-20=-2595/936,20-21=-2595/936, 6-21=-2599/935,6-7=-2008/754,7-8=-2008/754,8-22=-2008/754,22-23=-2008/754,23-24=-2008/754,9-24=-2008/754, 9-10=-1720/743 BOT CHORD 1-14=-772/1938,13-14=-772/1938,12-13=-692/1839,12-25=-929/2589,25-26=-936/2607,11-26=-935/2608, 11-27=11/18,27-28=-11/18,28-29=-11/18,10-29=-11/18 WEBS 3-14=0/78,3-13=-235/169,4-12=-390/1042,6-12=-33/221,6-11=-820/270,8-11=-303/316,9-11=-957/2572,4-13=-58/291 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water 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 20.0psf 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 436 lb uplift at joint 1 and 678 lb uplift at joint 10. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 18-3-12 from the left end to connect truss(es)T32 (1 ply 2x6 SP)to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 12)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 'Truss Truss Type ,Qty Ply A0037816 •6730 T30 Roof Special Girder 1 1 Job Reference(optional) BuNding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc. Wed Jul 151 b:06:25 2015 Page 2 ID:L57Lowd4_CysXHoUsN_DegzPugm-KIPxPJVNKSXXyTA_AkoOPpT ROcCVVLaWb_aXrLyxsgS LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-5=-60,4-19=-20,9-19=-60,10-15=-20 Concentrated Loads(lb) Vert:7=56(F)22=56(F)23=56(F)24=56(F)25=-1119(F)26=-29(F)27=-29(F)28=-29(F)29=-29(F) Job Truss ,Truss Type Qty Ply A0037817 6730 T31 Half Hip 1 1 Job Reference(optional) Buiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc. Wed Jul 1510:0626 2015'Page 1 9-1-2 ID:L57Lowd4_CysXHoUsN_DegzPugmo VzJdN175mfOZGAkSJdy00G9gyoFvTgpeJ MorsgR 5-4-1 10-4-9 16-1-9 21-10-8 27-11-0 5-4-1 5-0-9 5-9-0 5-9-0 6-0-8 3x4= 3x6= 3x4= Scale=1:45.7 4 20 21 22 5 6 7 23 8 4x5 Pc — _ I 7.001-1T / . 3x4 19 3 :P:i VV3 ., \ \ 18 /3x4 2 W /1 ii' i e�c�j . 0 61 I ,i B2 0� ]d tgi 13 12 11 24 25 10 26 27 9 3x6 II 2x4 I 3x8= 3x6 3z4= 5x6= 0-5-8(0-1-8) 0-3-8(0-1-8) 1110#/-258# 1134#/-3891 9-1-2 9-1-2 5-4-1 10-4-9 19-0-1 27-11-0 5�1 i 5-0-9 8-7-7 8-10-15 Plate Offsets(X,Y)— [1:0-2-12,0-1-11],[3:0-1-12,0-1-8],[9:0-3-0,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.13 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.35 9-10 >953 180 BCLL 0.0 * Rep Stress Incr YES WB 0.55 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:164 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-5-13 oc bracing. OTHERS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-5-12,7-9 SLIDER Left 2x4 SP No.3 1-6-0 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer j Installation guide. REACTIONS. (lb/size) 1=1099/0-5-8 (min.0-1-8),9=1099/0-3-8 (min.0-1-8) Max Horz 1=249(LC 12) Max Uplift 1=-258(LC 12),9=-389(LC 9) Max Grav 1=1110(LC 17),9=1134(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-910/158,2-18=-1698/489,3-18=-1603/502,3-19=-1417/439,4-19=-1351/462,4-20=-1190/450,20-21=-1190/450, 21-22=-1190/450,5-22=-1190/450,5-6=-1086/351,6-7=-1086/351,7-23=-17/2,8-23=-17/2,8-9=-144/101 BOT CHORD 1-13=-619/1466,12-13=-619/1466,11-12=-450/1211,11-24=-450/1211,24-25=-450/1211,10-25=-450/1211, 10-26=-299/815,26-27=-299/815,9-27=-299/815 WEBS 3-13=0/153,3-12=-445/203,4-12=-57/401,5-12=-154/96,5-10=-361/241,7-10=-136/661,7-9=-1213/451 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-4-9,Exterior(2)10-4-9 to 14-7-8 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 20.0psf 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=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 258 lb uplift at joint 1 and 389 lb uplift at joint 9. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard I Job 'Truss ;Truss Type Qty IPly A00378181 6730 T32 Jack-Closed Girder 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print-7.620 s Apr 30 2015 M7ek Industries,Inc.Wed Jul 1510:06:26 2015 Page 1 9-1-2 ID:L57Lowd4 I_CysXHoU egzPugm-oVzJdflMSmfOZGAkSJdy00J3gOPFwggpeJSNOyxsgR 3-4-0 6-8-0 3-4-0 3-4-0 2x4 I I Scale=1:34.1 3 7.00112 3x4 2 'i 3x4 1 4 III_lllwlli■Z • 7 8 5 9 11390%423# 0§(0-2-2) 6x6= TI'1D26 4 1 4x5= r26 THD26 USP THD26 9-1-2 9-1-2 3-4-0 6-8-0 3-4-0 3-4-0 Plate Offsets(X,Y)— [1:0-1-12,0-1-8],[2:0-1-8,0-1-81,[5:0-3-0,0-4-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.04 5-6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.48 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 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. (lb/size) 6=1791/0-5-8 (min.0-2-2),4=1139/Mechanical Max Horz 6=152(LC 8) Max Uplift6=-558(LC B),4=-423(LC 8) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-6=-936/232,1-2=-1026/249,2-3=-59/33,3-4=-81/55 BOT CHORD 6-7=-152/54,7-8=-152/54,5-8=-152/54,5-9=-329/861,4-9=-329/861 WEBS 1-5=-200/933,2-5=-344/1132,2-4=-1217/465 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 558 lb uplift at joint 6 and 423 lb uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-8-12 from the left end to 4-8-12 to connect truss(es)T27(1 ply 2x4 SP),T28(1 ply 2x4 SP),129(1 ply 2x4 SP)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 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 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:7=-1012(B)8=-704(B)9=-704(B) s , t , .. toss ;Ins e.SS ype y A0037819: 6730 T37 Piggyback Base Girder 1 3 Job Reference(optional) Guiding Component Supply.Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 Welt Industries.Inc. Wed Jul 1510:06:26 2015 Page 1 9-1-2 ID:L57Lowd4_CysXHoUsN_DegzPugm OVzJdMR5m�c1L (SJdy00Cygy7FOUgpeJ5NoYXSgR 5-7-6 10-11-8 16-3-14 , 18-8-12 . 22-1-7 27-11-0 I 5-7-6 5-4-2 5-4-6 4 2-4-14 3.411 6 5-9-9 7 10.00 12 6x6- T3 8x r = Scale=1:65.4 Al 20/ • — ; 4x5'= 2x4. "x = i 4x5 3 1 7.00 12 3x4 155 , 9 2 g . tc 19 0 .1: THD26 14 THD26 THD26 13 12 21 THD26 11 1022 9 23 8 0 28) 2x4 I 4x6 3x5= 7x6= 6x8= 0-3840.1-9) 632. 34# THD26 3x4= THD26 THD26 Special 6138#/-2215# THD26 THD26 Special 9-1-2 12-1-2 5-7-6 10-11-8 16-3-14 , 18-8-12 22-1-7 27-11-0 5-7-6 i 5-4-2 5-4-6 ' 2-4-14 i 3-4-11 5-9-9 Plate Offsets(X,Y)— [1:0-0-0,0-1-9],[2:0-1-12,0-1-81,[4:0-1-8,0-1-12],[5:0-2-0,0-2-0],[7:0-3-8,Edge],[9:0-1-12,0-1-12],[10:0-3-0,0-4-121[11:0-1-12,0-1-8],[13:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) 0.18 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.37 11-13 >890 180 BCLL 0.0 * Rep Stress Inc! NO WB 1.00 Horz(TL) 0.19 19 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:822 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.1*Except* end verticals. B2:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=6135/0-5-8 (min.0-2-8),19=5890/0-3-8 (min.0-1-9) Max Horz 1=446(LC 8) Max Uplift1=-2034(LC 5),19=-2215(LC 5) Max Gray 1=6324(LC 13),19=6138(LC 13) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-9915/3207,2-3=-8490/2806,3-4=-6360/2204,4-5=4786/1732,5-6=-3023/1096,6-20=-3023/1096,7-20=-3023/1096, 8-15=0/145,7-15=0/145 BOT CHORD 1-14=-3016/8594,13-14=-3016/8594,12-13=-2568/7291,12-21=-2568/7291,11-21=-2568/7291,10-11=-1759/4892, 10-22=1689/4664,9-22=-1689/4664,9-23=-69/187,8-23=-69/187 WEBS 2-14=-404/1273,2-13=-1498/517,3-13=-896/2829,3-11=-3841/1295,4-11=-1433/4334,5-9=-5626/2033,6-9=-328/221, 7-9=-2367/6536,5-10=-1865/5283,4-10=-558/221 NOTES- 1)Ply to ply nailing inadequate 2)3-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. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 3)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. 4)Unbalanced roof live loads have been considered for this design. 5)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 6)Provide adequate drainage to prevent water ponding. 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 20.0psf 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=10.0psf. 9)Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2034 lb uplift at joint 1 and 2215 lb uplift at joint 19. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-0-0 from the left end to 17-1-0 to connect truss(es) (1 ply 2x4 SP)to front face of bottom chord. Continued on page 2 Job 'Truss Truss Type Qty IPly A0037819 6730 737 Rggyback Base Girder 1 3 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries.Inc.Wed Jul 15 1b:06.26 2015 page 2 ID:L57Lowd4_Cy5XHOUsN_DegzPugm-oVzJdfWt 5mfOZcIAkSJdy00Cygy7FoUgpeJSNoyxsgR NOTES- 13)Fill all nail holes where hanger is in contact with lumber. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)4590 lb down and 1699 lb up at 18-8-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 15)Special hanger(s)or other connection device(s)shall be provided at 19-1-0 from the left end sufficient to connect truss(es) (1 ply 2x4 SP)to front face of bottom chord.The design/selection of such special connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,4-7=-60,16-22=-303(F=-282),8-22=-20 Concentrated Loads(lb) Vert:10=-4436(B) .Est.4wNl.Gw'{Y,uiK-MF`-4t win--e sLt ax=9i'"ilr>K?:.:wo?�F�+Y hsn:✓+'.Hry z. mow.•ewY vs-iw3•V aw u�.-r J6Y?+bh.y '. ,4.L.av:Y vkr ):?rigAlaMlt# ?»SPi't~X dye.:. Job Truss I truss Type Qty Ply , A0037820 8730 T38 (Jack-Open Girder 2 I 1 Job Reference(optional) Buidng Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print4,b?y s Apr 30 2015 MiTek Industries,Inc.Wed Jul 15 10:06:27 2015 Page 1 912 ID:L57Lowd4_CysXHoUsN_ 1?6gm-GhXhq?Xds3nFBmKNH9gsUEYSYEOz_UNp213evEyxsgQ 4-0-0 4-0-0 Scale=1:17.2 3 1 11 219#/-46# 0 7,012 f 1 128#144# 0-5-8(0-1-8) F 3x4 c N 2 N N 1 O 1111111". , 1 r 111 I ) i 9 4 ►, NAILED 106#/-36# 3x5 I I 9-1-2 9-1-2 11-7-13 I 4-0-0 4-0-0 Plate Offsets(X,Y)— 11:0-2-4,0-1-71 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.06 4-7 >756 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014I TPI2007 (Matrix-M) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=219/0-5-8 (min.0-1-8),3=120/Mechanical,4=105/Mechanical Max Horz 1=94(LC 8) Max Uplift1=-46(LC 8),3=-84(LC 8),4=-36(LC 8) Max Gray 1=219(LC 1),3=128(LC 25),4=106(LC 25) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-252/87,2-3=-52/56 BOT CHORD 1-9=-142/132,4-9=0/0 1 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 46 lb uplift at joint 1,84 lb uplift at joint 3 and 36 lb uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 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=-60,4-5=-20 Concentrated Loads(Ib) Vert:9=-129(B) 1 1 OS russ RISS ype •'y - A0037821 j6730 T39 Monopdch Supported Gable 2 1 Job Reference(optional) Buidng Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Flint:7.620 s Apr 30 2015 MiTek Industries.Inc Wed Jul 1511:06:27 2015 9-1-2 ID:L57Lowd4_CysXHoUsN_DegzPugm-GhXhq?Xds3nFBmKNH9gSUEYVBEUo_Ubp2I3evEyxsCQ 3-10-8 I ' 3-10-8 Scale=1:15.2 3 2x4 1 • 7.00112 2x4 1 2 1 0 ■ ..A11111 1 5 4 lift4 2x4 11(0-1-8) 2x4 II(0-1-8) 78#/0# 208#/-88# 13#/-5# I LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Ina YES WB 0.05 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:17 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.2 end verticals. WEBS 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) 4=12/3-10-8 (min.0-1-8),1=78/3-10-8 (min.0-1-8),5=196/3-10-8 (min.0-1-8) Max Horz 1=88(LC 12) Max Uplift4=-5(LC 12),5=-88(LC 12) Max Grav4=13(LC 17),1=78(LC 1),5=208(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 3-4=-12/10,1-2=-109/97,2-3=-31/5 BOT CHORD 1-5=0/0,4-5=0/0 WEBS 2-5=-200/168 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 3-8-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 1-4-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5 lb uplift at joint 4 and 88 lb uplift at joint 5. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A00378221 6730 740 'Jack-Closed 2 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pmt 7620 s Apr 30 2015 WO Industries,Inc.Wed Jul 151b:0627 2015'Page 1 9-1-2 ID:L57Lowd4_CysXHoUsN_De9 Vm-GhXhq?Xds3nFBmKNH9gsUEYTJESj_UNp2I3evEyxsgQ 3-10-8 3-10-8 Scale=1:16.8 3 2x4 II 7.00 12 9 3x4 2 1 1.1111.111 1111511i 11 4 160#/-73# 0 s-c 2x4 149#A# 9-1-2 3-10-8 3-10-8 Plate Offsets(X,Y)— [1:0-2-4,0-1-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.18 Vert(TL) -0.03 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 j (Matrix-M) Weight:18 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.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=149/0-5-8 (min.0-1-8),4=149/Mechanical Max Horz 1=89(LC 12) Max Uplift1=-5(LC 12),4=-73(LC 12) Max Grav1=149(LC 1),4=160(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-130/26,2-9=-60/50,3-9=-56/64,3-4=-133/104 BOT CHORD 1-4=-158/163 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-8-12 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5 lb uplift at joint 1 and 73 lb uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard iJob Truss Truss Type :Qty Ply A0037623 16730 741 Monopitch Supported Gable ',1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries,Inc.Wed Jul 15 10:06:27 2015 Page 1 9-1-2 ID:L57Lowd4_CysXHoUsN_DegzPugm-GhXhq?Xds3nFBmKNH9gsUEYViEUZ_UUp213evEyxsgQ 5-7-0 5-7-0 Scale=1:20.9 4 2x4 II 2x4 7.00 12 3 2x4 II • 2 • •a wrrrvrvvvwv.vvrvwv•cwvvvvvvvv...r.vvv••.vv.vvvv 7 6 5 2x4 2x4 1 2x4 1 2x4 I 9-1-2 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Ina' YES WB 0.06 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 (Matrix) Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 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) 5=46/5-7-0 (min.0-1-8),1=91/5-7-0 (min.0-1-8),6=62/5-7-0 (min.0-1-8),7=225/5-7-0 (min.0-1-8) Max Horz 1=129(LC 12) Max Uplift5=-20(LC 12),6=-27(LC 12),7=-102(LC 12) Max Gravy=48(LC 17),1=91(LC 1),6=66(LC 17),7=239(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 4-5=-46/38,1-2=-169/146,2-3=-58/42,3-4=-25/22 BOT CHORD 1-7=0/0,6-7=0/0,5-6=0/0 WEBS 3-6=-62/51,2-7=-229/192 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 2-11-0,Exterior(2)2-11-0 to 5-5-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 1-4-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 lb uplift at joint 5,27 lb uplift at joint 6 and 102 lb uplift at joint 7. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard O. russ russ ype a • A0037824 16730 T42 Jack-Closed 2 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries.Inc. Wed Jul 1510:06:27 2015 page 1 912 ID:L57Lowd4_CysXHoUsN_DegzPlt�r3hXhq?Xds3nFBmKNH9gsUEYQkEPw_UNp213e yxsgQ 5-7-0 5-7-0 2x4 • Scale=1:22.4 4 3 7.00 12 11 T1 1 3x4 2 1 2401-108* 3x51' Dc 5 0-5-8(0-1-8) 21`2i#/# 9-1-2 5-7-0 5-7-0 Plate Offsets(X,Y)— [1:0-2-4,0-1-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.06 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.12 6-9 >529 180 BCLL 0.0 • Rep Stress Ines YES WB 0.00 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014FTPI2007 (Matrix-M) Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 , MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=212/0-5-8 (min.0-1-8),6=224/Mechanical Max Horz 1=132(LC 12) Max Uplift 1=-7(LC 12),6=-108(LC 12) Max Gray 1=212(LC 1),6=240(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-287/131,2-11=-95178,3-11=-95/98,3-4=-3/0,3-6=-208/163 BOT CHORD 1-6=-284/290,5-6=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-7-0 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7 lb uplift at joint 1 and 108 lb uplift at joint 6. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ,Job Truss Truss Type Qty Ply A0037825. 6730 T43 Jack-Open Girder 1 1 Job Reference(optional) Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries.Inc. Wed Jul 151x:06:28 2015 page 1 9-1-2 ID:L57Lowd4_CysXH�l�s�l_DegzPugm-kt532LXFdNv6PWVZrtL51 RSdGdcSjxAzHyoBRgyxsgP 4-3-0 4-3-0 Scale=1:22.8 2 2x4 11 7.00 12 T1 • 3x4 1 i ISEMBINIEDIEIMINIM 5 6 NAILED NAILED 3x 202# 0-54(0-1-8) ntsw USP JUS24 4-3-0 Plate Offsets(X,Y)-- 11:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.09 3-4 >542 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.15 3-4 >306 180 BCLL 0.0 • Rep Stress Incr NO WB 0.03 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-6-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=394/0-5-8 (min.0-1-8),3=330/Mechanical Max Horz 4=95(LC 8) Max Uplift4=-117(LC 8),3=-202(LC 8) Max Grav4=394(LC 1),3=345(LC 25) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-119/0,1-2=-63/55,2-3=-128/89 BOT CHORD 4-5=-95/34,5-6=-95/34,3-6=-95/34 WEBS 1-3=-36/100 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,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 117 lb uplift at joint 4 and 202 lb uplift at joint 3. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 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:1-2=-60,3-4=-20 Concentrated Loads(Ib) Vert:5=-204(F)6=-204(F) Job Truss 1Truss type Qty Ply A0037826 16730 744 Monopitch Supported Gable 1 I 1 Job Reference(optional) Building Component Supply,Green Cove Spnngs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc.Wed Jul 151b:06:28 2015 Page 1 10 1-2 ID:L57Lowd4_CysXHoUsN_DegzPugm-kt532LXFdNv6pWVZrtL51R5gpdgyjxpzHyoBRgyxsgP 4-0-0 4-0-0 Scale=1:15.5 3 - 2x4 1 7.00112 2 2x4 11 , 2 W1 1 -.AK III III 1 _ B1 II ll 5 4 1 i0 r 2x4 2x4 I LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 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) 4=9/4-0-0 (min.0-1-8),1=82/4-0-0 (min.0-1-8),5=206/4-0-0 (min.0-1-8) Max Horz 1=91(LC 12) Max Uplift4=-4(LC 12),5=-92(LC 12) Max Grav4=9(LC 17),1=82(LC 1),5=218(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 3-4=-9/7,1-2=-112/100,2-3=-33/3 BOT CHORD 1-5=0/0,4-5=0/0 WEBS 2-5=-209/176 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 3-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 1-4-0 oc. 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 4 lb uplift at joint 4 and 92 lb uplift at joint 5. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ill Job Truss Truss Type I Qty Ply A0037827 6730 T45 Jack-Closed 2 1 Job Refer enced tp nal) Building Component Supply,Green Cove Springs,FL Run:7620 s Apr 30 2015 Print 7.620 s Apr 30 2015 Mrfek Industries,Inc. Wed Jul 15 10:06:28 2015 iPage 1 101 2 ID:L57Lowd4_CysXHoUsN�pfg�Pugm-kt532LXFdNv6pwvZrtL51 R5e3doyjxdzHyoBRgyxsgP 4-0-0 4-0-0 Scale=1:17.2 2x4 II 4 3 7.00 12 11 3x4 W1 2 1 d � B1 ■ 6 " "„ 1737/-80# 0 5-8(x-r-8i 5 1d 2x4 110-1-2 I 40-0 I Plate Offsets(X,Y)— [1:0-2-4,0-1-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.02 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.03 6-9 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=149/0-5-8 (min.0-1-8),6=160/Mechanical Max Horz 1=94(LC 12) Max Uplift 1=-2(LC 12),6=-80(LC 12) Max Grav1=149(LC 1),6=173(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-129/29,2-11=-70/58,3-11=-66/71,3-4=-3/0,3-6=-153/121 BOT CHORD 1-6=-160/164,5-6=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2 lb uplift at joint 1 and 80 lb uplift at joint 6. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss .Truss Type Qty Ply A0037828I 6730 T46 Jadc-Open Girder 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 P s Apr 30 2015 MiTek Industries,Inc.Wed Jul 15 16:06:28 2015 Paget 1012 ID:L57Lowd4_CysXH 19DegzPugm-kt532LXFdNv6pwvZrtL51R5bBdirjxdzHyoBRgyxsQP 2-5-8 4-3-0 2-5-8 1-9-8 Scale=1:17.9 4 J32iw12 3x4 II 1471/4391 0-5-8(0-1-8) 3 rq 3x4% , Si 2 N 1 B3 ] 51114 1� 4x5 'I 5 ° '' 153M 70ti o `� i�i.� . 12 7 =, NAILED 2x4 :I 3x5 I I NAILED 10-9-2 10-1-2 12-9-9 2-5-8 4-3-0 2-5-8 _ 1-9-8 • Plate Offsets(X,Y)— [1:0-2-4,0-1-7],[3:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.04 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.06 5-6 >903 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins. BOT CHORD 2x4 SP No.2*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=327/0-5-8 (min.0-1-8),4=141/Mechanical,5=148/Mechanical Max Horz 1=100(LC 21) Max Uplift 1=-109(LC 8),4=-89(LC 8),5=-70(LC 8) Max Grav1=327(LC 1),4=147(LC 25),5=153(LC 25) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-260/106,2-3=-306/113,3-4=-55/69 BOT CHORD 1-12=-162/274,7-12=-162/274,6-7=-145/254,3-6=-91/150,5-6=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Enc.,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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 109 lb uplift at joint 1,89 lb uplift at joint 4 and 70 lb uplift at joint 5. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 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:1-4=-60,7-8=-20,5-6=-20 Concentrated Loads(Ib) Vert:7=-140(B)12=-140(B) Job Truss truss Type Qty Ply A0037829 6730 -T47 FLAT GIRDER 1 1 Job Reference(optional) Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pmt 7.620 s Apr 30 2015 MiTek Industries,Inc. Wed Jul 1516:06:28 2015 Page 1 19-7.0 ID:L57Lo ._gysXHoUsN_DegzPugm-kt532LXFdNv6pwvZrtL51 RSbwdk6jtezHyoBRgyxsgP 1-10-0 3-8-0 1-10-0 1-10-0 Scale=1:28.8 1 2 3 3.4— T1■ 3,.4 Ej N •V�1����11111111111 ►�� ►�� ►� 8 5 9 0-5-8(0-271) THD260-4-a(0-2-6) 1p, IN665# 7x10= 21241//-776# 19-7-0 19-7-0 THD'6Speaal r 3-8-0 1-10-0 THD26 1-100--00 1-10-0 Plate Offsets(X,V)— ([5:0-5-0,0-4-12] LOADING(psf) I SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.01 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.02 5 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.32 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:49 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 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. (lb/size) 6=1725/0-5-8 (min.0-2-1),4=2025/0-4-0 (min.0-2-6) Max Uplift6=-665(LC 4),4=-776(LC 4) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-6=-856/342,1-2=271/104,2-3=-271/104,3-4=-856/342 BOT CHORD 6-7=-0/0,7-8=-0/0,5-8=-0/0,5-9=-0/0,4-9=-0/0 WEBS 1-5=-321/839,2-5=-109/110,3-5=-321/839 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;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 20.0psf 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 665 lb uplift at joint 6 and 776 lb uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-7-12 from the left end to 2-7-12 to connect truss(es)T13(1 ply 2x4 SP)to front face of bottom chord. 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 3-6-4 from the left end to connect truss(es)T64(1 ply 2x4 SP)to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)733 lb down and 285 lb up at 1-4-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:4=-733(B)7=-1008(F)8=-733(B)9=-1008(F) Job truss Truss Type 'Qty Ply A0037830 6730 762 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply.Green Cove Springs,FL Run:7.62' .62'0 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek kduskies,Inc. Wed Jul 15 10:06:29 2015 Pape 1 19-7-0 ID:NKOzEYpNRdYiHVhHCjHDK9yzo 2-C48RFhYtOhlzQ4UIPasKaferXl9ySNg6VNcY1_7yxsg0 I 19-1-0 19-1-0 3.00 12 Scale y51:30.5 30 13 1 J 12 •3x6 11 • 9 10 r 8 ■7 r■6 5 r■ • • • ST4 S■ ■ ■ ■ill ■ •61 • ■ B2 • • ❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖.:•:::❖::❖::.❖::.�.;•;.;.;.;�;.;.;.;.;.;.�.�•�.�•�.�•;.-.�•;.;.-.:❖'❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖.:❖:❖.❖.❖.•::.;•;.-�;.;.;.;.;.••;.�•�.;.;•�.;.;•;.;� 3x4: 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x6= 19-7-0 19-1-0 19-1-0 LOADING(psf) SPACING- 2-0-0 CSI. ' DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 li TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:106 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 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) 16=40/19-1-0 (min.0-1-12),1=96/19-1-0 (min.0-1-12),17=107/19-1-0 (min.0-1-12),18=108/19-1-0 (min.0-1-12),19=107/19-1-0 (min.0-1-12), 20=107/19-1-0 (min.0-1-12),21=107/19-1-0 (min.0-1-12),23=107/19-1-0 (min.0-1-12),24=107/19-1-0 (min.0-1-12),25=107/19-1-0 (min.0-1-12), 26=103/19-1-0 (min.0-1-12),27=121/19-1-0 (min.0-1-12),28=46/19-1-0 (min.0-1-12),29=242/19-1-0 (min.0-1-12) Max Horz 1=213(LC 8) Max Upliftl6=-17(LC 8),17=-33(LC 8),18=-39(LC 8),19=-37(LC 8),20=-37(LC 8),21=-37(LC 8),23=-37(LC 8),24=-37(LC 8),25-37(LC 8),26=-36(LC 8), 27=-41(LC 8),28=-17(LC 8),29=-85(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 15-16=-30/45,1-2=-288/99,2-3=-245/75,3-4=-233/75,4-5=-212/67,5-6=-192/60,6-7=-172/54,7-8=-153/47,8-9=-133/36, 9-10=-131/40,10-11=-113/33,11-12=-93/26,12-30=-73/16,13-30=-70/19,13-14=-44/12,14-15=-13/5 BOT CHORD 1-29=-1/0,28-29=-1/0,27-28=-1/0,26-27=-1/0,25-26=-1/0,24-25=-1/0,23-24=-1/0,22-23=-1/0,21-22=-1/0,20-21=-1/0, 19-20=-1/0,18-19=-1/0,17-18=-1/0,16-17=-1/0 WEBS 14-17=-80/115,13-18=-81/108,12-19=-80170,11-20=-80/68,10-21=-80/68,8-23=-80/68,7-24=-80/68,6-25=-80/69, 5-26=-78/67,4-27=-89/81,3-28=-39/36,2-29=-174/225 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-0,Exterior(2)3-1-0 to 18-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 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 17 lb uplift at joint 16,33 lb uplift at joint 17, 39 lb uplift at joint 18,37 lb uplift at joint 19,37 lb uplift at joint 20,37 lb uplift at joint 21,37 lb uplift at joint 23,37 lb uplift at joint 24,37 lb uplift at joint 25,36 lb uplift at joint 26,41 lb uplift at joint 27,17 lb uplift at joint 28 and 85 lb uplift at joint 29. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type i Qty 1 Ply A0037831 6730 T63 MonopiMh 14 I Job Reference(optional) Buiding Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc Wed Jul 1510:06:29 2015 Page 1 ID:NKOzEYpNRdYiHVhHCjHDK9yzo_2-C4eRFhYtOh1zQ4UIPasKafekxlxbSJZ6WCYl Z 0 1917-0 6-3-7 12-6-8 19-1-0 t9� 6-3-7 6-3-0 6-6-8 - 3.00 FIT Scale=.- 31.0 13 3x6- 3x4- T2 4 3 10 s i 2x4 W4 i 2 . T1 % �i 12 1 B1 r I F I B2 II 8 7 i . 3x8 II 3x4= 3x6= 6 3x5= 3x4= 0-5-8(0-1-8) 0-5-8(0-1-8) 7 19- 7# 7 if2 j# 9-4-15 I 19-1-0 ' 9-4-15 9-8-1 Plate Offsets(X,Y)— [1:0-0-0,0-1-7],[1:0-3-2,0-8-4],[6:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.22 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.58 6-8 >389 180 BCLL 0.0 * Rep Stress Incr YES WB 0.34 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight 89 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-10 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. WEDGE WEBS 1 Row at midpt 4-6 Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 1=758/0-5-8 (min.0-1-8),6=758/0-5-8 (min.0-1-8) Max Horz 1=213(LC 8) Max Uplift1=-207(LC 8),6=-267(LC 8) 1 FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-12=-1866/517,2-12=-1802/528,2-3=-1452/319,3-4=-1367/328,4-13=-80/0,5-13=-33/13,5-6=-157/128 BOT CHORD 1-8=-679/1776,7-8=-389/987,6-7=-389/987 WEBS 2-8=-466/293,4-8=-49/659,4-6=-1090/438 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 18-11-4 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 207 lb uplift at joint 1 and 267 lb uplift at joint 6. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1 1 Job Truss Truss Type Qty Ply A0037832 6730 T64 Monopitch 2 1 Job Reference(optional) Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 Wed Industries,Inc.Wed Jul 15 1b:06:29 2015 page 1 19 7-0 ID:NKOzEYpNRdYiHVhHCjHDK9yzo 2-C4eRFhYtOh1zQ4UIPasKafe121xnSJe6Wci OzsgO 6-2-15 12-5-8 18-11-8 6-2-15 6-2-8 6-6-0 3.00 Fir Scams=1:31.1 2x's' 13 3x6= 3x4 4 3 r 2c4 2 < T1 is. --Kw 12 ■• 1 _ J I I ' B1 Y Lj B2 LJAl 8 7 753W-265# 3x8 I 3x4= 3x6= 3x4= 3x5= 0-5-8(0-1-8) 7s3a/2osn USP THD26 19-7-0 19-7-0 9-4-3 18-114 9-4-3 I 9-7-5 Plate Offsets(X,Y)— [1:0-0-0,0-1-7],[1:0-3-2,0-8-4] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL in (loc) 1/deft L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.22 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.57 6-8 >396 180 BCLL 0.0 * Rep Stress Inc! YES WB 0.34 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:88 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-0-11 oc bracing. WEDGE WEBS 1 Row at midpt 4-6 Left: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=753/0-5-8 (min.0-1-8),6=753/Mechanical Max Horz 1=212(LC 8) Max Uplift1=-206(LC 8),6=-265(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-12=-1851/513,2-12=-1788/524,2-3=-1441/317,3-4=-1357/326,4-13=-80/0,5-13=-33/13,5-6=-156/128 BOT CHORD 1-8=-674/1762,7-8=-386/980,6-7=-386/980 WEBS 2-8=-462/290,4-8=-49/654,4-6=-1082/435 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 18-9-12 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 206 lb uplift at joint 1 and 265 lb uplift at joint 6. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 'Job Truss 'Truss Type Qty Ply A0037833 6730 T65 i Morwpitch 4 1 I Job Reference(optional) Buidng Component Supply,Green Cove Springs.FL Run:7.620 sApr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries,Inc.Wed Jul 1518:06:30 2015 Page 1 19 7-0 ID:NKOzEYpNRdYiHVhHCjHDK9yzo 2-hGCpT1ZW9_9p2E3yzHNZ6sAwgRH4BmVFkGHsgN 6-2-13 12-5-2 18-11-0 6-2-13 6-2-6 6-5-14 3.00 12 Scaly=1:31.1 1 4l ■ 13 3x6 3x4 4 3 i c. ,7; 2x4 VVA1 ,h 2 T1 •' 12 r�. 1 _ • J B1 Y I I I B2 O „A XIII 8 7 ►= 3x8 I 3x4= 3x6= 6 3x5= 3x4= 0-5-8(0-1-8) 0-5-8(0-1-8) 751f#0205# 75102b§ 9-3-15 I 18-11-0 9-3-15 9-7-1 Plate Offsets(X,Y)— [1:0-0-0,0-1-71,[1:0-3-2,0-8-4] LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.21 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.57 6-8 >398 180 BCLL 0.0 * Rep Stress Incr YES WB 0.33 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:88 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-0-13 oc bracing. WEDGE WEBS 1 Row at midpt 4-6 Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 1=751/0-5-8 (min.0-1-8),6=751/0-5-8 (min.0-1-8) Max Horz 1=211(LC 8) Max Uplift 1=-205(LC 8),6=-265(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-12=-1846/512,2-12=-1783/522,2-3=-1437/316,3-4=-1353/325,4-13=-80/0,5-13=-33/13,5-6=-155/127 BOT CHORD 1-8=-672/1758,7-8=-385/978,6-7=-385/978 WEBS 2-8=-460/289,4-8=-48/652,4-6=-1080/434 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 18-9-4 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 205 lb uplift at joint 1 and 265 lb uplift at joint 6. 5)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 'Job Truss Truss Type City Ply A0037834 :6730 T66 Monopitch Supported Gable 1 1 Job Reference(optional) Buiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries.Inc.Wed Jul 15 18:06:30 2015 Page 1 I D:NKOzEYpNRdYiHVhHCjHDK9yzo_2-hGCpT 1 Z W 9_9p2E3yzHNZ6sA0SR V I Br8FkGH I WZyxsgN 19-7-0 18-11-0 18-11-0 3.00 12 Scale=1529,7 1 14 1 . 30 13 • 12 ■ • 3 = 11 • • 10 ■ 9 i Job 'Truss Truss Type 'Qty Ply 6730 IT67 IRoofSpedal 4 1 Job Reference(optional Buildng Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries.Inc. Wed Jul 15 1b:06:30 2015 page 1 ID:NKOzEYpNRdYiHVhHCjHDK9yzo_2-hGCpT1ZVV9_9p2E3yzHNZ6sAs3RIvBiKFkGIjI}NQyxsgN 19-7-0 7-6-10 I 15-0-14 22-7-1 23-n-" ' 7-6-10 7-6-3 7-6-3 0-8-7 3.00,12 10.00;12 yS ' ,-1:39.8 x4-.I 3x4= 3x6 4 M , 3 _ o, tip CD N 3x4 ui 2 ` j WI3 14 � 1 W .. __I iD B1 I I 62 ' 10 9 8 u 7 4x5=3x8 I 2x4 'I 3x4= 3x6— 3x4= 0-5-8(0-1-8) 0-3-8(0-1-8) 926#/-254# 926#1-306# 19-7-0 19-7-0 7-6-10 15-0-14 23-3-8 7-6-10 7-6-3 8-2-10 Plate Offsets(X,Y)— [1:0-0-0,0-1-15],[1:0-3-2,0-8-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.14 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.85 Vert(TL) -0.37 9-10 >757 180 BCLL 0.0 ' Rep Stress Inc- YES WB 0.63 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:114 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-5-10 oc bracing. WEDGE WEBS 1 Row at midpt 2-9,4-7 Left 2)14 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 7=926/0-3-8 (min.0-1-8),1=926/0-5-8 (min.0-1-8) Max Harz 1=259(LC 8) Max Uplift7=-306(LC 8),1=-254(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-14=-2381/624,2-14=-2334/635,2-3=-1412/339,3-4=-1314/349,4-5=-95/22,5-6=-71/102,6-7=-204/123 BOT CHORD 1-10=-820/2265,9-10=-820/2265,8-9=-464/1323,7-8=-464/1323 WEBS 2-10=0/257,2-9=-981/370,4-9=-14/556,4-7=-1450/508 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 23-1-12 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 306 lb uplift at joint 7 and 254 lb uplift at joint 1. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss truss Type Qty 'Ply A0037835 6730 V01 GABLE 1 Job Reference(option) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc.Wed Jul 15 Th:06:31 2015'Page 1 10-9-10 ID:L57Lowd4_CysXHoUsN_DegzPugm-9SmCgNa8wlHggOd8W 2? ?vof4jAlrquwHgPzw1yxsgM 7-9-3 15-8-0 7-9-3 7-10-13 7 Scale=1:29.1 kW 8 6 7.00 12 r 5 9 29 28 4 10 27 • 1 11 3 r 2 1 '12 13 Vy1 d 10-1-610 25 24 23 22 21 20 19 18 17 16 15 14 15-8-0 I I 15-8-0 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 0.17 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight 117 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 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) 26=33/15-8-0 (min.0-1-8),14=38/15-8-0 (min.0-1-8),20=98/15-8-0 (min.0-1-8),21=110/15-8-0 (min.0-1-8), 22=106/15-8-0 (min.0-1-8),23=106/15-8-0 (min.0-1-8),24=109/15-8-0 (min.0-1-8),25=95/15-8-0 (min.0-1-8), 19=110/15-8-0 (min.0-1-8),18=106/15-8-0 (min.0-1-8),17=106/15-8-0 (min.0-1-8),16=108/15-8-0 (min.0-1-8) ,15=102/15-8-0 (min.0-1-8) Max Horz 26=127(LC 11) Max Uplift26=-147(LC 10),14=-125(LC 11),21=-30(LC 12),22=-53(LC 12),23=-46(LC 12),24=-46(LC 12),25=-124(LC 11), 19=-30(LC 12),18=-53(LC 12),17=-46(LC 12),16=-45(LC 12),15=-106(LC 10) Max Grav26=179(LC 11),14=162(LC 10),20=141(LC 12),21=117(LC 17),22=112(LC 17),23=116(LC 17),24=109(LC 1), 25=223(LC 10),19=117(LC 18),18=112(LC 18),17=116(LC 18),16=108(LC 1),15=212(LC 11) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-26=-99/82,1-2=-105/105,2-3=-63/61,3-27=-87/95,4-27=-80/98,4-28=-123/130,5-28=-111/136,5-6=-164/177, 6-7=-193/205,7-8=-194/205,8-9=-164/176,9-29=-111/136,10-29=123/130,10-30=-80/99,11-30=-87/95,11-12=-62/59, 12-13=-102/102,13-14=-92/72 BOT CHORD 25-26=-63/65,24-25=-63/65,23-24=-63/65,22-23=-63/65,21-22=-63/65,20-21=-63/65,19-20=-63/65,18-19=-63/65, 17-18=-63/65,16-17=-63/65,15-16=-63/65,14-15=-63/65 WEBS 7-20=-138/93,6-21=-90/59,5.22=-107/79,4-23=-99/62,3-24=-102/76,2-25=-128/74,8-19=-90/59,9-18=-107/79, 10-17=-100/61,11-16=-101/74,12-15=-128/81 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-9-3,Exterior(2)7-9-3 to 10-9-3 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 147 lb uplift at joint 26,125 lb uplift at joint 14,30 lb uplift at joint 21,53 lb uplift at joint 22,46 lb uplift at joint 23,46 lb uplift at joint 24,124 lb uplift at joint 25,30 lb uplift at joint 19, 53 lb uplift at joint 18,46 lb uplift at joint 17,45 lb uplift at joint 16 and 106 lb uplift at joint 15. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty :Ply gpp37e3s11 6730 V02 Valley 1 1 F Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pmt 7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Jul 151:06:31 20155Page 1 11-11-10 ID:L57Lowd4_CysXHoUsN_DegzPugm-9SmCgNa8wlHggOd8Wtvof4j9PrpSWHyPzw12?yxsgM 7-9-3 I 15-8-0 7-9-3 7-10-13 4x5= Scale=1:28.7 3 PJ 7.00 1 12 13 12 4 2 .. 11 P 4 2 14 • .T2 T' ST' S 1 N - .......m..x.m................. 17-146t0 9 15 8 16 7 6 15-8-0 ' 15-8-0 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 0.20 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:68 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 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) 10=147/15-8-0 (min.0-1-8),6=151/15-8-0 (min.0-1-8),8=243/15-8-0 (min.0-1-8),9=341/15-8-0 (min.0-1-8),7=349/15-8-0 (min.0-1-8) Max Horz 10=127(LC 11) Max Upliftl0=-55(LC 12),6=-55(LC 12),9=-156(LC 12),7=-160(LC 12) Max Gray 10=147(LC 1),6=151(LC 1),8=336(LC 2),9=404(LC 17),7=411(LC 18) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-10=-136/94,1-11=-126/65,2-11=-71/76,2-12=-231/185,3-12=-209/203,3-13=-210/204,4-13=-232/186,4-14=-71/74, 5-14=-129/63,5-6=-138/95 BOT CHORD 9-10=-44/85,9-15=-44/85,8-15=-44/85,8-16=-44/85,7-16=-44/85,6-7=-44/85 WEBS 3-8=-164/0,2-9=-326/215,4-7=-333/219 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-9-3,Exterior(2)7-9-3 to 10-9-3 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 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,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 55 lb uplift at joint 10,55 lb uplift at joint 6, 156 lb uplift at joint 9 and 160 lb uplift at joint 7. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A0037837, 6730 V03 GABLE 1 1 Job Reference(optional) Building Component Supply.Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 M7ek Industries.Inc.Wed Jul 1516:061 2015 page 1 I D:L57Lowd4_CysXHoU sN_DegzPugm-9SmCgNa8wIHgg 0d8 W?vof4jBmrrOwlgPzw127yxsgM 9-9-10 5r3-0 10-6-0 5-3-0 5-3-0 4x5= Scale=1:26.8 5 7.00 nr rte, 6 4 20 41IIh "T 0 ._ 9-91/3° 17 16 15 14 13 12 11 10 10-6-0 i 10-6-0 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 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight 70 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 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 uide. REACTIONS. (lb/size) 18=39/10-6-0 (min.0-1-8),10=39/10-6-0 (min.0-1-8),14=97/10-6-0 (min.0-1-8),15=110/10-6-0 (min.0-1-8),16=107/10-6-0 (min.0-1-8), 17=103/10-6-0 (min.0-1-8),13=110/10-6-0 (min.0-1-8),12=107/10-6-0 (min.0-1-8),11=103/10-6-0 (min.0-1-8) Max Horz 18=-84(LC 10) Max Upliftl8=-74(LC 10),10=-70(LC 11),15=-39(LC 12),16=-50(LC 12),17=-62(LC 11),13=-39(LC 12),12=-50(LC 12),11=-60(LC 8) Max Grav18=112(LC 11),10=109(LC 10),14=97(LC 1),15=120(LC 17),16=108(LC 21),17=177(LC 17),13=120(LC 18),12=108(LC 22),11=174(LC 18) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-18=-64/42,1-2=-69/69,2-19=-57/60,3-19=-44/64,3-20=-97/109,4-20=-90/113,4-5=-133/148,5-6=-133/148, 6-21=-90/113,7-21=-97/109,7-22=-44/64,8-22=-57/60,8-9=-67/66,9-10=-62/40 BOT CHORD 17-18=-41/42,16-17=-41/42,15-16=-41/42,14-15=-41/42,13-14=-41/42,12-13=-41/42,11-12=-41/42,10-11=-41/42 WEBS 5-14=-85!39,4-15=-97/73,3-16=-108/84,2-17=-114/82,6-13=-97/73,7-12=-108/84,8-11=-113/82 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-3-0,Exterior(2)5-3-0 to 8-3-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 74 lb uplift at joint 18,70 lb uplift at joint 10, 39 lb uplift at joint 15,50 lb uplift at joint 16,62 lb uplift at joint 17,39 lb uplift at joint 13,50 lb uplift at joint 12 and 60 lb uplift at joint 11. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11 Job Truss 1 fuss Type Qty Ply 1 A0037838 16730 VO4 Valley 1 1 Job Reference(optional) • , Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Wed Jul 1510:Ob:32 2615'Page 1 10 11-10 ID:L57Lowd4_Cy5XHOUsN_DegzPugm-dfKatjbmhcPXHXCK4iQ1 BHGLZFAnfkXYCamPaRyxsgL 5-3-0 10-6-0 I 5-3-0 5-3-0 4x5= Scale=1:22.7 3 7.00 Fli 13 14 2 I II is is H-- Y C61 I 1-7 4 10-11010 9 8 7 6 10-6-0 10-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n/a n/a 999 MT20 244!190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Ina YES WB 0.07 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 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. (lb/size) 10=-46/10-6-0 (min.0-1-8),6=46/10-6-0 (min.0-1-8),8=311/10-6-0 (min.0-1-8),9=299/10-6-0 (min.0-1-8),7=299/10-6-0 (min.0-1-8) Max Horz 10=-84(LC 10) Max Upliftl0=-102(LC 10),6=-93(LC 18),9=-147(LC 12),7=-147(LC 12) Max Grav10=56(LC 11),6=47(LC 10),8=311(LC 1),9=352(LC 17),7=348(LC 18) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-10=-58/81,1-2=-61/100,2-11=-97/87,11-12=-78/95,3-12=-76/105,3-13=-76/105,13-14=-78/95,4-14=-97/87, 4-5=-52/93,5-6=-58/76 BOT CHORD 9-10=-41/36,8-9=41/36,7-8=41/36,6-7=41/36 WEBS 3-8=-226/55,2-9=-305/228,4-7=-305/228 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-3-0,Exterior(2)5-3-0 to 8-3-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 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 102 lb uplift at joint 10,93 lb uplift at joint 6, 147 lb uplift at joint 9 and 147 lb uplift at joint 7. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 4