The URL can be used to link to this page

1705 MARITIME OAK DR - TRUSS 17 0 br. Bu ilding Component Supply,,Inc. _.,: c: ._ � ��.� ern,E O �K 4627 J.P. Hall Blvd. Suite 208 B Green Cove Springs, FL 32043 Tel: (904) 297-9390 BUILDING COMPONENT SUPPLY,INC. Re : 6730 Date: 06/11/15 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 80 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# I No. Date Truss ID# Seal# I No. Date Truss ID# Seal# 1 06/10/15 EJ02 A0032453 20 06/10/15 KW01 A0032472 39 06/11/15 T11A A0032491 2 06/10/15 EJ03 A0032454 21 06/10/15 KW02 A0032473 40 06/10/15 T11B A0032492 3 06/10/15 EJ04 A0032455 22 06/11/15 PB01 A0032474 41 06/10/15 T12 A0032493 4 06/10/15 EJ05 A0032456 23 06/10/15 PB02 A0032475 42 06/11/15 113 A0032494 5 06/10/15 EJO5A A0032457 24 06/10/15 PB03 A0032476 43 06/11/15 T14 A0032495 6 06/10/15 EJO5B A0032458 25 06/10/15 PBO3A A0032477 44 06/11/15 T15 A0032496 7 06/10/15 EJO5T A0032459 26 06/10/15 PB04 A0032473 45 06/11/15 T17 A0032497 8 06/10/15 EJ07 A0032460 27 06/10/15 PB05 A0032479 46 06/11/15 T18 A0032498 9 06/10/15 EJ15 A0032461 28 06/10/15 P606 A0032480 47 06/11/15 119 A0032499 10 06/10/15 EJ15A A0032462 29 06/10/15 PB07 A0032481 48 06/10/15 120 A0032500 11 06/11/15 FG02 A0032463 30 06/10/15 TO1 A0032482 49 06/10/15 T21 A0032501 12 06/10/15 FT02 A0032464 31 06/10/15 T02 A0032483 50 06/10/15 122 A0032502 13 06/10/15 FT03 A0032465 32 06/10/15 103 A0032484 51 06/10/15 123 A0032503 14 06/10/15 FT04 A0032466 33 06/11/15 104 A0032485 52 06/11/15 T24 A0032504 15 06/10/15 FT06 A0032467 34 06/10/15 105 A0032486 53 06/10/15 T25 A0032505 16 06/11/15 FT07 A0032468 35 06/10/15 T06 A0032487 54 06/10/15 126 A0032506 17 06/11/15 FT08 A0032469 36 06/10/15 107 A0032488 55 06/10/15 T27 A0032507 18 06/11/15 FT09 A0032470 37 06/10/15 108 A0032489 56 06/11/15 T28 A0032508 19 06/10/15 HJO2 A0032471 38 06/10/15 T11 A0032490 57 06/11/15 T29 A0032509 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. `\1111{1111//// Note:The seal on these drawings indicate acceptance of �\\\' � )S•S.Ic I///,,•professional engineering responsibility solely for the truss \ �J • �10ENSF •�- components shown.The suitability and use of this component for any particular building is the responsiblity of the building _ . 34869 desinger,per ANSI/TPI-1 Section 2. 6/11/2015 =-0 , ( I r I _ W. O . • STATE OF i .•..!cLORtON.. c,; ,,,//SAO NIA`1�\0 1109 COASTAL BAY Page 1of2 BOYNTON BC, FL 33435 , � Building Component Supply, Inc. 4627 J.P. Hall Blvd. Suite 208 BGreen Cove Springs, FL 32043 BOLDING COMPONENT SUPP.Y.!NC. Tel: (904) 297-9390 Re : 6730 Date: 06/11/15 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 80 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# I No. Date Truss ID# Seal# 58 06/10/15 T30 A0032510 77 06/11/15 vol A0032529 59 06/10/15 T31 A0032511 78 06/10/15 V02 A0032530 60 06/10/15 T32 A0032512 79 06/11/15 V03 A0032531 61 06/10/15 T37 A0032513 80 06/10/15 VO4 A0032532 62 06/10/15 T38 A0032514 63 06/10/15 T39 A0032515 64 06/10/15 T40 A0032516 65 06/10/15 T41 A0032517 FILE Copy 66 06/10/15 T42 A0032518 67 06/10/15 T43 A0032519 68 06/10/15 T44 A0032520 69 06/10/15 T45 A0032521 70 06/10/15 T46 A0032522 71 06/10/15 T47 A0032523 72 06/10/15 T62 A0032524 73 06/10/15 T63 A0032525 74 06/10/15 T64 A0032526 75 06/10/15 T65 A0032527 76 06/10/15 T66 A0032528 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 i Digitally signed by Julius professional engineering responsibility solely for the truss •\\"Os. s.K// //,, Lee components shown.The suitability and use of this component `\J .•••' ...••'* /re . �1cErasF'.F<(. for any particular building is the responsiblity of the building ;yt;. N 3ass9 ••.* DDI V: c=US, st=Florida, desinger,per ANSI/TPl-1 Section 2. — l=Boynton Beach, o=Julius ,0 STATE OF :•��; Lee, cn=Julius Lee, , •••.FCORIOP.••• ('. ''/,,5'/pNAL..,\\\ email=leeengr @aol.com 1109 COASTAL BAY Date: 2015.06.11 13:35:20 BOYNTON BEACH,FL 33435 -04'00' Page 2 of 2 • � L� Tob Truss Truss type IQty Ply 16730 T11 ATTIC 1 O I Job Reference(optional) Building Component Supply,Green Cove Spnngs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTei(Industries,Inc.Thu Jun 11 1118:03 2015 Pte 1 10-1-2 ID:L57Lowd4_CysXHoUsN_DegzPugm-bfVp5bIg5GUwGCS oCEPuT3Rgp1m791RbU4z7Nvw 4-9-2 9-2-15 13-5-0 14-7-5 16-7-0 18-11-11 , 23-4-0 26-3-0 4-9-2 4-5-13 4-2-1 1-2-5 1-11-11 2-4-11 ' 4-4-6 2-11-0 3x6 8x12 MT2OHS= Scale=1:58.4 5x6 6 7 22 823 10.00;12 2x4 II RI T3 ILTILi 19 5 21 4x5 ir ` R o Q 0 7.00 12v i Wd `d 5 �1ff � °' o 2x4-� t u, 3 7 3x4 20 0 I 117 a��f r' 9 d x12= 10 13 12 4x10= 4x10= 4x10= 8x14 M18SHS= 0 312 8) 4x10= 2x4 4x10= 4x10=a�Q7g) 763#/-118# 9-2-15 13-5-0 14-7-5 16-7-0 i 18-11-11 , 23-4-0 26 2 9 2-15 4-2-1 1-2-5' 1-11-11 2-4-11 ' 4 4 6 2-11-0 Plate Offsets(X,Y)-- [1:0-2-12,0-1-7116:0-3-0,0-2-11,(7:0-4 0,0-1-81,[10:0.3-0,0-2-OL 111:0-4-12,0-2-81 LOADING(psf) SPACING- 1-4-0 • CSI. 1 DEFL. in (loc) 1/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/TP12007 (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 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=266(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=5.0psf;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.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)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/7P'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 U360 deflection. LOAD CASE(S) Standard 'Job Truss Truss Type Qty Ply ,6730 T11A ATTIC ,2 2 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.Thu Jun 11 1146:03 2015 Pete 1 10-1-2 ID:L57Lowd4_CysXHoUsN_DegzPugm-bfVp5bIg5GUwGCVt�I$oCEPtd3OMp34791RbU4z7Nvw 4-9-2 9-2-15 13-5-0 14-7-5 16-7-0 18-11-11 23-4-0 26-3-0 4-9-2 4-5-13 4-2-1 1-2-5' 1-11-11 2-4-11 4-4-6 2-11-0 3x6 I 6x12= Scale=1:58.4 5x6= 7 22 823, • 10.0012 2x411 T3 19 T 4W7�1 400' mm _ - d `I 24 X12= 6x6 I 6x6 I 6x6 13 12 4x10= 5x12= JUS24 4x10= 2x4 II 6x6 0-5_$(0.71 ) 0-314A2-8) 1541#/-236# 9-2-15 13-5.0 14-7-5 16-7-0 18-11-11 I 234-0 26-W4#/-351# 9-2-15 4-2-1 1-2-5' 1-11-11 2-4-11 4-4-6 2-11-0 Plate Offsets(X,Y)– [1:0-3-8,Edge],[6:0-3-0,9-2-11,[7:0-4-0,0-1-8],[8:Edge,0-4-0],[9:0-5-0,0-2-0],[10:0-3-4,0-2-0],[11:0-4-12,0-2-8] LOADING(psf) I SPACING- 2-2-0 CSI. . DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.52 10 >605 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -1.16 10-11 >270 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.81 Horz(TL) 0.69 19 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Attic -0.26 9-10 433 360 Weight:475 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 No.2 (Switched from sheeted:Spacing>2-0-0). BOT CHORD 2x4 SP No.2'Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: B2:2x6 SP No.2,B3:2x6 SP SS 1 Row at midpt 5-11 WEBS 2x4 SP No.3`Except* W8:2x8 SP No.2 OTHERS 2x6 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=1323/0-3-8 (min.0-1-8),19=1204/0-5-8 (min.0-1-8) Max Horz 1=435(LC 12) Max Uplift1=-236(LC 12),19=-351(LC 9) Max Grav1=1541(LC 18),19=1664(LC 18) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-2177/259,2-20=-2192/352,3-20=-2121/364,3-4=-1950/296,4-21=-1641/312,5-21=-1560/326,5-6=-1587/438, 6-7=-539/127,7-22=-531/126,22-23=-531/126,8-23=-531/126,9-14=-195/1004,8-14=-195/1004 BOT CHORD 1-24=-988/2017,13-24=-988/2017,12-13=-219/76,11-12=-37/24,5-11=-197/193,10-11=-538/960,9-10=-361/573 WEBS 3-13=-421/246,4-13=0/300,11-13=-871/1934,4-11=-700/211,6-11=-946/2160,7-10=-224/935,6-10=-2264/1043 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=101mph;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 5)Provide adequate drainage to prevent water ponding. 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)Ceiling dead load(5.0 psf)on member(s).6-7,7-8 9)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.9-10 10)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. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 236 lb uplift at joint 1 and 351 lb uplift at joint 19. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 Job Truss Truss Type ,Qty Ply 6730 IT11A ATTIC .2 2 Job Reference(optional) Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 11 11:28:03 2015 Paw 2 I D:L57Lowd4_CysXHoUsN_DegzPugm-bfVp5bIg5GUwGCS kVN6oCEPtd3OMp34791RbU4z7Nvw NOTES- 14)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 4-0-12 from the left end to connect truss(es) (1 ply 2x4 SP)to front face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. 16)Attic room checked for L1360 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:24=-200(F) Job ITruss Truss Type Qty Ply A0021492 6730 FT02 Floor 14 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.Thu Jun 11 11:28:04 2015 Pepe 1 ID:L57Lowd4 CysXHoUsN_DegzPugrn-3s3BIxJISZcntL1%34d11Rx4oT,IYYxGNyB80Xz NW 0-1-8 H I-1 1-11-8 0-1-8 Scab=1:31.6 4x6= 4x6= 1.5x3= 34= 3x6 FP= 3x6= 1.5x3= 1 2 1 3 4 5 6 7 8 9 10 imi ......1 irp,..x . .. ......, WAI It oil U NMI 20 19 18 17 16 15 14 13 12 4x6= 1.5x3 I 3x6= 3x8 MT2OHS FP= 4x6= 0-5-e(0-1-8) 0-3-0(0-1-8) 10301110# 1030#/0# 9-1-2 8-11-0 9-11-8 9-1-2 7-10-8 , 8-10-4 9.10-0 19-1-0 • 7-10-8 •0-11-12 II 0-11-0 I I 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 purlins, except BOT CHORD 2x4 SP SS(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=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=-398310,6-7=-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 Job -PUSS Truss Type Qty Ply A0021493 6730 IFT03 Fioor 1 1 Job Reference(optional) eepgss 1 Building Component Supply.Green Cove Springs,FL R�ID:L57L 4 CysXHOUSN 7.620 s 1-3-p 1-4-0 0-1-8 I I Scale=1:12.9 3x4= 3x4= 1 3x6= 2 3 3x4= 4 T1 11 4 I 1.5x3= Y 4 B, 1 3x4= 3x4= 9 8 7 6 11 1.5x3 II 1.5x3 II 33x4 ' 3x4p�= 3 20 1$� 1 -1-8) 0 -°(M-) 2-10-8 3-6-8 4-2-8 7-1-0 2-10.8 0.8-0 0-84 I 2-10-8 570t/0# Plate Offsets(X,Y)— [2:0-1-8,Edge],[3:0-1-8,Edge],[4:0-1-8,Edge],[10:Edge,0-1-8] LOADING(psf) II SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell 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:40 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=376/0-3-8 (min.0-1-8),5=370/0-3-0 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-10=-370/0,5-11=-364/0,4-11=-363/0,1-2=-292/0,2-3=-552/0,3-4=-293/0 BOT CHORD 9-10=-0/0,8-9=0/552,7-8=0/552,6-7=0/552,5-6=0/19 WEBS 4-6=0/373,1-9=0/388,3-6=-352/0,2-9=-353/0,2-8=-75/97,3-7=-72/101 NOTES- 1)Unbalanced floor live loads have been considered for this design. 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. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss (Truss Type City Ply A0021494I 6730 FTO4 Fioo 3 1 I Job Reference(optional) Building Component Supply,Green Cove Springs,FL Rim:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc Thu Jun 11 11:28:04 2015 Page 1 ID:L57Lowd4_CysXHOUsN_DegzPugrn-3s3BIxJlsZcntL1 w34d 11Rx51TjIYd3GNyB8OXz7NW 0-1-8 1-6-0 0-1.8 H : 1-3-0 l Scale=1:20.2 1 1.5x3= .5x3= 1 2 3 4 5 6 T1 �� 41i 16 13 12 11 10 9 8 P/ 1.5x3 II 1.5x3 II 0-5-8(0-1-8) 03-8(0-1-8) 654#/08 6546/0# 9 9-1-2 9-1-2 7-10-8 8-7-8 9-4-8 12-3-0 I i ' 7-10-8 0-9-0 0-9-0 ' 2-10-8 Plate Offsets(X,Y)— [4:0-1-8,Edge],(5:0-1-8,Edge],[6:0-1-8,Edge],[13:0.1-12,Edf1e) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.15 10-11 >955 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.23 10-11 >637 240 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) Weight:65 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 2-2-0 oc bracing. REACTIONS. (lb/size) 14=654/0-5-8 (min.0-1-8),7=654/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 14-15=-650/0,1-15=-650/0,7-16=-624/0,6-16=-623/0,1-2=-625/0,2-3=-1418/0,3-4=-1596/0,4-5=-1356/0,5-6=-620/0 BOT CHORD 13-14=0/34,12-13=0/1161,11-12=0/1664,10-11=0/1356,9-10=0/1356,8-9=0/1356,7-8=0/32 WEBS 1-13=0/804,2-13=-746/0,2-12=0/357,3-12=-343/0,3-11=-131/80,4-11=-20/406,4-10=-340/0,6-8=0/798,5-8=-1001/0,5-9=0/375 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. LOAD CASE(S) Standard ., RISS rUS3 ype • . . I ■ A0021495 6730 FTC Floor 4 1 Job Reference(optional) I Baling Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 WO Industries.Inc.Thu Jun 11 1128:05 2015 Page 1 1 D:L57Lowd4_CysXH oU sN_DegzPug m-X2 ca W H Kwdtke W c7do8GHf U G Et4 KH 35Qcbwezz7Nvu 0-1-8 0-8-8 0.1-8 Hl 130 164 I 1-5-4 ' Scale=1:31.3 • 1.5x3= 1.5x3= 3x6 FP= 3x8= 1.5x3 II 3x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 Ti litlipprirt, 1 ii i ii 24 23 22 21 20 19 18 1D 16 15 14 ►w� 12 3x6 FP= 1.5x3 I 1.5x3 ' 1.5x3 II 1.5x3 I. 0-5-8(0-1-8) 0-3-8(0-1-8) 0-5- $) 673#/0# 932#/0# 449#/0# 9-1l-2 912 91-811-0 7-10-8 8-7-10 94 12. 12-1-12 13-7.12 144-6 151-0 17.160 17-11-8 7-10-8 i 0-9-2 69.2' 2-9-0 { 1$0 '03.10 0$10 2-9-0 0-1.8 0-11-8 Plate Offsets(X,Y)- [5:0-1-8,Edge),16:0-1-8,Edgel,[9:0-1-8,Edge],[11:0-1-8,Edgel,[16:0-1-8,Edgel,124:0-1-12,Edgel 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 0.78 Vert(LL) -0.15 20-21 >973 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.22 20-21 >642 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 1 Horz(TL) 0.03 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) l _ Weight:103 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 puffins, except BOT CHORD 2x4 SP No.2(flat)*Except* end verticals. B2:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 25=666/0-5-8 (min.0-1-8),17=930/0-3-8 (min.0-1-8),13=444/0-5-8 (min.0-1-8) Max Grav25=673(LC 14),17=932(LC 3),13=449(LC 4) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 25-26=-669/0,1-26=-669/0,12-27=0/5,27-28=0/5,11-28=0/5,1-2=-646/0,2-3=-1479/0,3-4=-1696/0,4-5=-1696/0, 5-6=-1486/0,6-7=-780/0,7-8=-478/0,8-9=-478/0,9-10=-282/0,10-11=-38/24 BOT CHORD 24-25=0/35,23-24=0/1203,22-23=0/1203,21-22=0/1743,20-21=0/1486,19-20=0/1486,18-19=0/1486,17-18=-14/216, 16-17=-14/216,15-16=0/478,14-15=0/478,13-14=-24/38,12-13=0/0 WEBS 7-17=-900/0,10-13=-457/0,1-24=0/832,2-24=-774/0,2-22=0/384,3-22=-368/0,3-21=-101/88,5-21=-25/352,5-20=-314/0, 7-18=0/794,6-18=-1013/0,6-19=0/352,10-14=0/326,7-16=0/382,9-14=-267/0,8-16=-181/0,9-15=-77/0,11-13=-40/64 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 1 Job Truss Truss Type Qty Ply 1 A0021496 6730 FT07 Floor 13 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 Welt Industries,Inc.Thu Jun 11 11:28:05 2015 Page 1 I D:L57 Lowd4_C ysXH oUs N_Degz P ug m-X2 ca W H Kwdt ke W c7do8GHf U HTt4AH?DQcbwiZzz7Nvu 0-1-8 1-3-0 1-6-8 H Scale=1:30.3 4x6= 1.5x3= 3x6 FP= 1.5x3 II 4x6= 1 2 T7 3 4 5 6 7 T� 8 9 10 r 3 22'I IWWA 4 '1110,-Aill I V:,.. .I I A I klIV I Fr/v.A&t.'I r i A OW II i 13 •1 41 20 19 18 17 16 15 14 13 12 1006F/0# 4x6= 1.5x3 II 3x8 MT20HS FP= 4x6= 0-5-8(0-1-8) THD46 or Equal 1000#/O# 9 9-1-2 9-1-2 i 1-6-0 4-0-0 6-6-0 7-10-8 8-7-121 9-5-0, 12-0 8 I 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.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 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.28 15-16 >792 360 i MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.44 15-16 >502 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.08 11 n/a n/a BCDL 5.0 I Code FBC2014/TPI2007 (Matrix) 1 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)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 True Truss Type City Ply A0021497 j 6730 FTO8 FLOOR 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 MiTek Industries,Inc.Thu Jun 11 11:28:05 2015 Page 1 ID:L57Lowd4-CysXHoUsN-DegzPugm-X2ca WHKwdtkeVVc7do8GHfUFRt3mH?DOcbwiZzz7Nvu 0-1-8 H 1 { 1.5x3= I 1-6-8 Scale=1:30.3 4x61=-34 x6= 3x6 FP= 1.5x3 II 4x6= 1 2 3 4 5 6 7 8 9 10 2....4 Aier 400.0"Ah.N.T1 am 22 �iY� IrrAWAry mi. NJ" Nu :AllMlhII.CM�� 20 19 18 17 16 15 14 13 12 10015p0# 4x6= 1.5x3 I'. 3x8 MT2OHS FP= 4x6= 0-5-8(0-1-8) 1.5x3 SP= THD46 or Equal 1000#/0# 9 9-1-2 9-1-2 . 1-6-0 4-0-0 6-6-0 7-10-8 8-7-12 9-5-0 i 12-0-8 14-6-8 17-0-8 18-6-8 I }1-6-0 2-6-0 2-6-0 0-9-4 0-9-4 2-7-8 2-6-0 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,Edgel,[13:0-1-12,Edge],[16:0-1-8,Edge],[19:0-1-12,Edge] LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud 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/TP12007 (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=4768/0,7-8=-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 I Truss Type Qty Ply A0021498 6730 FT09 Floor i9 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 iv Tek IndusSies,Inc.Thu Jun 11 11.48:06 2015 Page 1 ID:L57Lowd4_CysXHoUsN_DegzPugm-?EAyjcLZOBsV7fBJBVNgs1 cPGeIOcXZiF9F5Pz Nvt I 0-11-4 3x6-= 1 3x4 II 2 Scale=1:9.2 M II MBE W1 W1 USP THD46 USP MSH422 4 3 65#/00 565#/0# 3x6= 3x4 9-1-2 9-1-2 0-3-0 , 1-5-4 ' 0-3-0 ' 1-2-4 Plate Offsets(X,Y)-- [1:Edge,0-1-8] LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid 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 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) 3=565/Mechanical,4=65/Mechanical FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-59/0,2-3=-55910,1-2=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(Ib) Vert:2=-500 Job !Truss Truss Type Qty Ply A0021500 16730 KW01 GABLE 1 1 i Job Reference(optional) Wading Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 haTek Industries.Inc.Thu Jun 11 1128:08 2015 Page 1 ID:L57Lowd4_CysXHoUsN_DegzPugm-?EAyjcLZOBsV7fBJBVIVgs1ciGelOc ZrFgF5Pz7Nvt 0.1-8 0-1i-8 .-1 Scale=1:31.0 3x4= 3x6 FP= 1 2 3 4 5 TI 6 7 8 9 10 11 12 13 T2 14 15 16 J.3 ST1 1 1 Ti ST1 ST1 511 ST7 ST1 S(T7 SjT1 ST1 ST1 ElEt I .V:y i Oi M... '.V.•.V.M i i.QJi Oi!..14. .•JP•:•:•:e:•■i Job Truss TTruss Type Qty j Ply A0021501 I 6730 KW02 'Floor Supported Gable 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 MiTek Industries,Inc.Thu Jun 11 11.t8:07 2015 Page 1 I D:L57Lowd4_CysXHoU sN_DegzPugm-TQWxyLB9U_MkpmVkDAkM4zo9g_cl3nj4vPodrz7Nvs 3x4= p.1.g 1 3x4 I I 2 i Scale=1:9.2 'l 5 II/ 1.■ 1.5x3= q Y NM= :1 MIII •;•;;;;;•• •�•��•�i•4,: ��•��•.��•�•.t.• .• 0 •000•00.00'0.•••••00.'0.'•'•' 4 3 3x6= 3x4 9022440-14) 1-2-4(0-1-8) I 1-2-4 6111/0# 1-2-4 4600# Plate Offsets(X,Y)-- [1:Edge,0-1-8),[2:0-1-8,Edgel 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 0.05 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 Incr 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 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) 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 ITrus Type 'Qty Ply A0021481 16730 EJ02 Jack-Open 5 1 Job Reference(optional) i Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 11 11:28:07 2015 Paget 10-1-2 ID:L57Lowd4_CysXHI 1,Nr.DegzPugm-TQkKxyLB9U_MkpmVkDAkM4ZoC9_513nj4vPodrz7Nvs 2-0-0 I 2-0-0 NAILED 2x4 I A Scale=1:11.5 3 7.00 T2 3x4 i '. b. 2 1 IIILIIIIIIIIMIM =/ 4 61#/-60/ 3x5 II 2x4 II 0-36¢i-8) NAIL{ -2 74fyOR l 2-0-0 Plate Offsets(X,Y)— [1:0-2-4,0-1-71 j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 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/TPI2007 (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 In stallation.guide. REACTIONS. (lb/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=101mph;TCDL=5.Opsf;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)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) i Job Truss 1 runs Type Qty Ply A0021482 6730 EJ03 Jack-Open 2 1 Job Reference(optional) Bolding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 201 g9rli 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 11 11.28:08 2015 Page 1 10-1-2 ID:L57Lowd4_CysVUN_DegzPugm-xdli8IMpwo7DMzLhlwhzvH6yY4K8UWIsIZ9M91z7Nvr 2-0-5 I 2-0-5 Scale=1:11.6 3 1 7.00 Fi 3x4-:-..- , 2 51#/-44# 79#1-27# 0 1 0-3-8(0- -k) M 1 W 4 / 34#/-26# 3x5 !! 10-1-2 10-1-2 11-6-0 2-0-5 I 2-0-5 Plate Offsets(X,Y)— [1:0-2-4,0-1-7] _LOADING(psf) SPACING- 2-0-0 1 CSI. I DEFL in (loc) I/deft L/d 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[nor YES WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code F8C2014/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 Uplift 1=-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=oft;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.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 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 I Qty Ply g0021483 6730 EJ04 Jacki-Open 6 1 i j Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Prin Q$Apr 30 2015 i.Tek Industries,Inc.Thu Jun 11 11:28:08 2015 Page 1 70 1-2 ID:L57Lowd4_CysXHoUZPugm-xdli8lMpwo7DMzLhlwhzvH6w84HuUW1sIZ9M91z7Nvr 4.0-0 4-0-0 Scale=1:17.2 3 i • 158#/-6# 7.00 12 9 112#/-73# 0-3-8(0-1-8) O G 3x4 i N 2 N N 1 ,I2 .2111111 CS so B1 4 11 72#/-3# 3x5 11 10-1-2 10-1-2 12-7-13 4-0-0 I I 4-0-0 Plate Offsets(X,Y)— (1:0-2-4,0-1-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.04 4-7 >999 180 BCLL 0.0 ' Rep Stress Inc( YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 1=158/0-3-8 (min.0-1-8),3=103/Mechanical,4=54/Mechanical Max Horz 1=94(LC 12) Max Uplift 1=-6(LC 12),3=-73(LC 12),4=-3(LC 12) Max Grav1=158(LC 1),3=112(LC 17),4=72(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-141/35,2-9=-64/53,3-9=-60/67 BOT CHORD 1-4=-173/177 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;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 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)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6 lb uplift at joint 1,73 lb uplift at joint 3 and 3 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 ITruss Type Qty Ply 1 .6730 EJ05 IJack-Open 8 1 I Job Reference(optional) Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print (I� Apr 30 2015 MiTek Industries,Inc.Thu Jun 11 11:28:08 2015 Pagel 10-1-2 ID:L57Lowd4_CysXHoUsF Y zPugm-xdli8lMpwo7DMzLhlwhzvH6vK4GYUW1sIZ9M91z7Nvr - 4-3-0 4-3-0 Scale=1:17.9 3 168#/-6611 7.00 112 9 111#/-88# 0-3-8(0-1-8) `4 3x4-i s4 2 N 1 all III B1 4 11 77#/-53# 3x5 I I 10-1-2 10-1-2 12-9-9 I 4-3-0 4-3-0 Plate Offsets(X,Y)— )1:0-2-4,0-1-7] _LOADING(psf) I SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid I 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 ' 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=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 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 20.0psf 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 iTruss Tuuss ype Qty Ply 6730 j EJO5A Half Hip Girder 1 1 IJob Reference(optional) &sang Component Supply,Green Cove Springs,Fl. Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 Wel(Industries,Inc.Thu Jun 11 11.28:08 2015 Page 1 ID:L57Lowd4_CysXHOUsN_DegzPugm-xdIi8lM DMzLhlwhzvH6yg4K?UWQsIZ9M91z7Nvr 10-1-2 2-0-5 43-0 ' 2-0-5 212-11 Special , 4x6= 2x4 D 4 2x4 I Scale=1:11.5 7.00 Pi I 1 T2 3x4-i I I • 2 ' W1 1 W1 ti2 0 1 iT Ilr a T3L� [1 1 1 ' ♦ NAILED 6 NAILED N 2x4 I NAILED 5 ' NAILED 163#/-127# 3x5 I I 3x4= 0-30349=1-8) 10-1-2 4-3-0 1578/-908 2-0 I 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. DEFL- in (loc) I/defl 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 be installed during truss erection,in accordance with Stabilizer 1 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 Gray 1=157(LC 1),5=163(LC 18) FORCES. (lb)-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=oft;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)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(lb) Vert:3=29(B)11=9(B)12=-14(B)13=-7(B) Job ,Truss Truss Type ;Qty Ply ,6730 .EJ05B Half Hip 1 1 Job Reference(optional) Budding Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7 Q 30.2015 MiTek Industries,Inc Thu Jun 11 1128:09 2015 1 101 2 ID:L57Lowd4_CysXHoUsN_l ugm-Pps4LeNRh6F4_7wuseCCSVf48UcrDZG?XDuvikzP7ppee Nvq 4-0-5 4- 4-0-5 0-2-11 Scale=1:17.2 3 \i }' 168#/-66# 7.00 12 9 111#/-88# 0-3-8(0-1-8) , cq T1 4') 3x4 n 2 °D IN N 1 100 B1 4 a 77#/-53# 3x5 II 10-1-2 10-1-2 12-9-9 2-1-8 4-3-0 I I 2-1-8 2-1-8 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 0.28 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 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 Uplift 1=-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=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;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 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 20.0psf 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 Qty Ply 6730 EJO5T Jadc-Open 3 1 ' I 1 Job Reference(optional) Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pn s Apr 30 2015 MiTek Industries,Inc.Thu Jun 11 1128:09 2015 Pepe 1 10-1-2 ID:L57Lowd4 CysXHoUsf zPugnrPps4LeNRh6F4_7wuseCCSVf64UdIDzG?XDuvikz7Nvq 2-5-8 4-3-0 2-5-8 1-9-8 Scale=1:17.9 4 — r, I 168#/-7# 7,00 12 2x411 12 97#!-56# 0-5-8(0-1-8) 3 t N 0 Ira 3x4 e,:. 2 9 N I B3 r�4x5- 5 0 INA 7 �, 2x4 II 3x5 II 10-9-2 10-1-2 12-9-9 I 2-5-8 I 4-3-0 2-5-8 1-9-8 Plate Offsets(X,Y)— [1:0-2-4,0-1-71,[3:0-2-0,0-0-12] - LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 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 Inc! YES WB 0.00 Horz(TL) 0.01 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 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=168/0-5-8 (min.0-1-8),4=90/Mechanical,5=77/Mechanical Max Horz 1=100(LC 12) Max Uplift1=-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=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;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 Truss Truss Type Qty Ply A0021488 6730 EJ07 Jack-Open 4 1 • Job Reference(optional) Guiding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 11 11.28:09 2015 Page 1 9-1-2 ID:L57Lowd4_CysXHOUsN_Dr pm-Pps4LeNRh6F4_7wuseCCSVfwCUbSDzG?XDuvikz7NVq 6-8-0 6-8-0 2 Scale:3/8"=1' 502#/-214# :Y 7.00 12 1#/-63# 0-5-8(0-1-8) 6 1 9 5 5x10 MT2OHS I I u5 1 o '1 1^ 102#/0# 4 3x6 11 3 22 9-1-2 T42 I 6-8-0 6-8-0 i Plate Offsets(X,Y)— [4:0-2-12,0-1-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 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 Ina 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.Opsf;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)0-1-12 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 6730 EJ15 Jad-Open 2 1 Job Reference(optional) Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 P 620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 11 1128:09 2015 Pe 1 9-1-2 ID:L57Lowd4_CysXHoPew egzPugm-Pps4LeNRh6F4_7wuseCCSVf37Ue8DzG?XDuvikz7Nvq 43-0 4-3-0 Scale=1:22.8 2 2761/-122# 7.00 FY l 5 42•/-121 0-5-8(0-1-8) T1 3x4 II 1 • • B1 I� 65#!O• 4 3 9-1-2 12-9-9 4-3-0 4-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/def Lid 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 Ina' YES WB 0.00 Horz(TL) 0.00 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, 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=251/0-5-8 (min.0-1-8),2=42/Mechanical,3=30/Mechanical Max Horz 4=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.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 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.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 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 Gable 1 1 Job Reference(optional) Building Component Supply.Green Cove Springs,FL Run:7020 s Apr 30 2015 Print 7,620 s Apr 30 2015 MiTek Industries,Inc,Thu Jun 11 1128:09 2015 Page 1 9-1-2 ID:L57Lowd4_CysXHNDegzPugm-Pps4LeNRh6F4_7wuseCCSVf07UbPDzG?XDuvikz7Nvq 4-3-0 --H 4-3-0 Scale=1:22.8 2 7.00 I 12 2x4 11 `O 1 B1 ••..........••..................•....•..•••. • � •W..%. 49 1-2 3 12-9-9 4x5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.05 3-4 >937 180 BCLL 0.0 • Rep Stress Ind YES WB 0.00 Horz(TL) 0.09 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 i (Matrix) 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 Installation guide. REACTIONS. (lb/size) 4=164/4-3-0 (min.0-1-8),2=115/4-3-0 (min.0-1-8),2=115/4-3-0 (min.0-1-8),3=49/4-3-0 (min.0-1-8) Max Horz 4=144(LC 12) Max Uplift2=-102(LC 12),3=-11(LC 12) Max Grav4=164(LC 1),2=131(LC 17),2=115(LC 1),3=79(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-131/52,1-2=-96/85 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=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 102 lb uplift at joint 2 and 11 lb uplift at joint 3. 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. fuss MSS ype •'y -1y 6730 FG02 I FLAT GIRDER 1 3 Job Reference(optional) Building Component Supply.Green Cove Springs.FL Run:7.620 s Apr 30 2015 Pnnt:7.620 s Apr 30 2015 laiTek Industries,Inc.Thu Jun 11 1128:10 2015 Page 1 9-1-2 ID:L57Lowd4_CysXHoUsN_DegzPugm-t?QTZ_O3SPNxbGV4OLkR_iBC7ureff9mteTEAz7Nvp 23-0 4.4-8 6-6-0 I 8-9-0 2-3-0 2-1-8 2-1-8 2-3-0 Scale:3/4"=1' Special Special Special SPecial 2x4 I', 3x4= 34= 3x8= 3x4= 1 2 3 Special 4Spedal 5 11 1 1N1 W1 W1 I Vt/J W1 W2 1 .■ _Illy �1 lihhi------------------,.._. �_ 7--'- �� Il�m.��7 11 12 9 13 14 8 -- 15 16 7 7x6— 17 18 4436#/-291# JUS24 7 = JUS24 3x8= JUS24 JUS24 10 Special Special Special Special 8 2x4 2x4 I I USP THDH26-3 0-3-8(0-1-12) 4500#/-259# 9-1-2 9-1-2 2-3-0 I 4-4-8 6-6-0 I 8-9-0 i 2-3-0 2-1-8 2-1-8 2-3-0 Plate Offsets(X,Y)_j1:0-2-4 0-1-8] [5:0-2-4 0-1-8] [7:0-2-8 0-4-4] [9:0-2-8 04-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft 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 Incr NO WB 0.76 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (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 Upliftl0=-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;End.,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.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)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)118(1 ply 2x4 SP),T17(1 ply 2x4 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. Q)s.bu dse(Spaindard Job Truss truss Type Qty Ply • 6730 I 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 MiTek Industries,Inc.Thu Jun 11 11'28:10 2015 Page 2 ID:L57Lowd4_Cy5XHoUsN_DegzPugm-t?QTZ_O3SPNxbGV4QLkR_iBC7uoayFc9mteTEAz7Nvp 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) Job Truss Truss Type Qty Ply A0021499 6730 HJ02 Jadc-Open Girder ,2 1 19.7-0 I 4,p19 Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print -88 s Apr 30 2015 haTek Industries,Inc.Thu Jun 11 11/8:10 2015 Page 1 ID:L57Lowd4_CysXHoUsN_ r n.t?QTZ_O3SPNxbGV4QLkR_iBGNuzgyQW9mteTEAz7Nvp 2-6-10 2-6-10 Scale=1:10.9 3 4.95 12 3x4 ! 2 65#/46# 1W#/-47# r dl . 51� 4 43#/-29# 19-7-%x5 II 19-7-0 20-10-14 2-6-10 2-6-4 Plate Offsets(X,Y)— (1:0-2-0,0-2-7] 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 Uplift1=-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=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 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 Truss Truss Type fly Ply I I 6730 ''P801 Piggyback ,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 MiTek Industries,Inc. Thu Jun 11 11'28:11 2015 Page 1 20-8-12 ID:hQd1T4UrJFZ7MzAydGUeWRz9S87-MC rmKPhDjVoDQ4Gz3FgXwkUGHLEhtxl_XNOmdz7Nvo 6-11-14 13-11-12 6-11-14 6-11-14 ' J 6 ■�7, Scale=1:27.0 ice\ 5 7 10.00 Fr II 4 8 4 21 • 19 20 3 9 i10 v 12 •B1 • ■ 11, o I '6 .•t ava.-.•...%!•:.-.-.-.-..v.-!!!;!; :t..%!;!!-.-...-.-.-!.-.-.-.'.v.v v.!;!4 v.-.-a.v.•.-.-i•v-•.-.-.-.-.-..v v�%!: 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 (Inc) I/deft Lid 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/fPI2007 (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=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-8-3 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 TruType Oty 1Ply 6730 PB02 Piggyback 4 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 Mirek Industries,Inc.Thu Jun 11 11.'28:11 2015 Page 1 20-10-6 ID:hOd1T4UrJFZ7MzAydGUeVVRz9S8?-MC_rmKPhDiVoDO4Gz3FgXwkS8HKmhsO1_XNOmdz7Nvo 6-11-14 13-11-12 6-11-14 6-11-14 17 Scale=1:29.4 10.00 12 1 12 1 2x4 II 52x4 ) 3 2 6 ■ o 1, •61 7 o 0 0 3x4= 10 9 8 3x4 2x4 2x4 '! 2x4 20-10-6 13-11-12 13-11-12 Plate Offsets(X,Y)— (2:0-2-1,0-1-8],[6:0-2-1,0-1-8]_________ _ LOADING(psf) i SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud 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/TPI2007 (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 be installed during truss erection,in accordance with Stabilizer I 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 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 'Truss Truss Type Qty Ply ,6730 PB03 Piggyback 118 1 Job Reference(optional) Building Component Supply,Green Cove Springs.Ft. Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MITek Industries,Inc.Thu Jun 11 11:28:12 2015 Page 1 20-3-10 ID:hQd 1 T4UrJFZ7MzAydGlleWRz9S8?-gOXD_PJ_ldf raeTXmmv37Hcdhg3QIzSDB7Z13z7Nvn I 6-11-14 9-1-12 11-8-3 6-11-14 2-1-14 2-6-7 %\x Scale=1:29.7 \ 3.00 12 T2 5 3x4= 2x4 I 2x4 11 10.00 FIT 13 I 2x4 II 1 6 ST 3 Cli: i v M 2 1 a B1 • • ma c Al .....:::. ...........::x.:42x x.::� :...•::.. :::::::::.:.:...:x: .x❖:x.2c.:' 12 2x4= -d 3x4= 11 10 9 8 2x4 H 2x4 II 2x4 11 20-3-10 11-8-3 I 11-8-3 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 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 Inc/ YES WB 0.13 Horz(TL) -0.00 12 n/a n/a BCDL 10.0 Code FBC20141TPI2007 (Matrix) I Weight:57 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) 1=1/11-8-3 (min.0-1-11),12=0/11-8-3 (min.0-1-11),2=85/11-8-3 (min.0-1-11),8=-223/11-8-3 (min.0-1-11),10=319/11-8-3 (min.0-1-11), 11=294/11-8-3 (min.0-1-11),9=431/11-8-3 (min.0-1-11) Max Horz 1=135(LC 12) Max Uplift1=-77(LC 10),2=-27(LC 12),8=-254(LC 18),10=-30(LC 12),11=-191(LC 12),9=-233(LC 12) Max Grav1=95(LC 12),2=85(LC 1),8=149(LC 12),10=322(LC 17),11=345(LC 17),9=462(LC 22) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-196/193,2-3=-185/183,3-13=-101/47,4-13=-39/116,4-5=-27/78,5-6=-24/27,6-7=-51/59,8-12=0/0,7-8=-173/186 BOT CHORD 2-11=-10/9,10-11=-10/9,9-10=-10/9,8-9=-10/9 WEBS 4-10=-239/107,3-11=-349/272,6-9=-339/296 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)0-2-12 to 2-11-14,Interior(1)2-11-14 to 6-11-14,Exterior(2)6-11-14 to 9-1-12 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)Bearing at joint(s)1,12,2,8 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 1,27 lb uplift at joint 2, 254 lb uplift at joint 8,30 lb uplift at joint 10,191 lb uplift at joint 11 and 233 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 7Truss , ruT ss Type Oty Ply 6730 'PBO3A Piggyback 2 , 2 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.Thu Jun 11 11'28:12 2015 Page 1 20-3-10 ID:hOd1T4UrJFZ7MzAydGUeWRz9S8?-gOXD_gPJ_ldfraeTXmmv37HeAhhzQKKSDB7Z13z7Nvn 6-11-14 9-1-12 11-8-3 6-11-14 2-1-14 2-6-7 Scale=1:29.7 3.00 12 5 3x4 2x4 II 10.00 12 IN 6 2x411 7 T3 13 i • 2x4 11 a ST; 3 N N ST3 ,rift i .T' i 2 1 1 B1 0 o :....• :..•s0..•.L•A•L....•L....•:...:::.........•:..............:::::::::::: 12 2x4= - 6 3x4= 11 10 9 8 2x4 I I 2x4 l l I 20-3-10 I 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 0.06 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Inca' YES WB 0.04 Horz(TL) -0.00 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:114 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=1/11-8-3 (min.0-1-8),12=0/11-8-3 (min.0-1-8),2=85/11-8-3 (min.0-1-8),8=-223/11-8-3 (min.0-1-8),10=319/11-8-3 (min.0-1-8),11=294/11-8-3 (min.0-1-8),9=431/11-8-3 (min.0-1-8) Max Horz 1=135(LC 12) Max Uplift 1=-77(LC 10),2=-27(LC 12),8=-254(LC 18),10=-30(LC 12),11=-191(LC 12),9=-233(LC 12) Max Grav1=95(LC 12),2=85(LC 1),8=149(LC 12),10=322(LC 17),11=345(LC 17),9=462(LC 22) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-196/193,2-3=-185/183,3-13=-101/47,4-13=-39/116,4-5=-27/78,5-6=-24/27,6-7=-51/59,8-12=0/0,7-8=-173/186 BOT CHORD 2-11=-10/9,10-11=-10/9,9-10=-10/9,8-9=-10/9 WEBS 4-10=-239/107,3-11=-349/272,6-9=-339/296 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=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)0-2-12 to 2-11-14,Interior(1)2-11-14 to 6-11-14,Exterior(2)6-11-14 to 9-1-12 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)Bearing at joint(s)1,12,2,8 considers parallel to grain value using ANSIITPI 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 77 lb uplift at joint 1,27 lb uplift at joint 2, 254 lb uplift at joint 8,30 lb uplift at joint 10,191 lb uplift at joint 11 and 233 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 Job IIruss I russ I ype Ltty Ply 116730 IPB04 Piggyback ,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 MiTek Industries,Inc.Thu Jun 11 11:28:13 2015 Pagel 20.3 10 ID:hQd1 T4UrJFZ7MzAydGUeVVRz9S8?-Ia5bB0QyIKIWSkDf5TH8c LpoU5?z9mHbSrs7rVz7Nvm 6-11-14 9-1-12 11-2-11 6-11-14 2-1-14 2-0-15 4 Scale=1:29.7 4--5' 3.00 12 5 3x4= 2x4 II 10.00 12 ` 6 11 i 2x4 II 3 M o'Ai Cs4 C? 2 1 j I B1 CD i - ° :x..x.x..: . .ti::::::::. x. :e ty::::::::::::::::::::: x.. x..:. 10 2x4= o 3x4= 9 8 7 2x4 11 2x4 I I 20-3-10 11-2-11 11-2-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 1 BC 0.14 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 1 (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 Installation guide. REACTIONS. (lb/size) 1=-4/11-2-11 (min.0-1-10),10=0/11-2-11 (min.0-1-10),2=113/11-2-11 (min.0-1-10),7=158/11-2-11 (min.0-1-10),8=321/11-2-11 (min.0-1-10), 9=282/11-2-11 (min.0-1-10) Max Horz 1=139(LC 12) Max Uplift1=-76(LC 10),2=-43(LC 12),7=-64(LC 12),8=-36(LC 12),9=-185(LC 12) Max Gray 1=102(LC 12),2=113(LC 1),7=162(LC 22),8=322(LC 17),9=338(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-205/200,2-3=-173/162,3-11=-129/54,4-11=-53/102,4-5=-41/66,5-6=-46/36,7-10=0/0,6-7=-129/97 BOT CHORD 2-9=-8/16,8-9=-8/16,7-8=-8/16 WEBS 4-8=-232/116,3-9=-340/267 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)0-2-12 to 2-11-14,Interior(1)2-11-14 to 6-11-14,Exterior(2)6-11-14 to 9-1-12 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)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 76 lb uplift at joint 1,43 lb uplift at joint 2,64 lb uplift at joint 7,36 lb uplift at joint 8 and 185 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 Ply 1 1 6730 PB05 PiggybPiggyback 4 1 l Job Reference(optional) Building Component Supply.Green Cove Springs.FL Run:7.620 s Apr 30 2015 Punt 7.620 s Apr 30 2015 tATek Industries.Inc.Thu Jun 11 11!28:13 2015 Page 1 ID:hQd 1 T4UrJFZ7MzAydGUeWRz9S8?-IaSbBOQyIKNV5kDf5TH8cLpnS5?y9IGbSrs7rVz7Nvm 20-3-10 6-11-14 9-1-12 11-3-3 ' 6-11-14 2-1-14 2-1-7 ,4'N Scale=1:29.5 3.00112 T2 5 3x4 2x4 11 10.00 12 ,t 11 � 2x4 II S 3 2 1 B1 • •• o - Nntit ......•.vvvr.•r.v. Atint..•.•.-.-r.•.�.v.w.•vrrrr.M.. 9!:".tiNV • vv.•.r• 1 d ,.................cc....c..................... ...�.................ww..w........... ..................... i-.. 10 2x4 3x4= 9 8 7 2x4 I 2x4 I 20-3-10 11-3-3 I 11-3-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 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 i Code FBC2014/TPI2007 (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 Installation guide. REACTIONS. (lb/size) 1=-5/11-3-3 (min.0-1-10),10=0/11-3-3 (min.0-1-10),2=114/11-3-3 (min.0-1-10),7=159/11-3-3 (min.0-1-10),8=323/11-3-3 (min.0-1-10), 9=281/11-3-3 (min.0-1-10) Max Horz 1=139(LC 12) Max Uplift 1=-77(LC 10),2=-44(LC 12),7=-65(LC 12),8=-37(LC 12),9=-184(LC 12) Max Grav1=102(LC 12),2=114(LC 1),7=163(LC 22),8=324(LC 17),9=338(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-205/200,2-3=-172/162,3-11=-129/54,4-11=-53/102,4-5=-40/66,5-6=-46/36,7-10=0/0,6-7=-130/97 BOT CHORD 2-9=-8/16,8-9=-8/16,7-8=-8/16 WEBS 4-8=-233/116,3-9=-340/266 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=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 2-11-14,Interior(1)2-11-14 to 6-11-14,Exterior(2)6-11-14 to 9-1-12 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)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 1,44 lb uplift at joint 2,65 lb uplift at joint 7,37 lb uplift at joint 8 and 184 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 i Truss Type Qty Ply 16730 P806 Piggyback 4 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.Thu Jun 11 112 •13 2015 Page 1 20-3-10 ID:hQd1T4UrJFZ7MzAydGUeWRz9S8?-Ia5bBOQyIKIWSkDf5T 8cLunG5?s9lEbSrs7rVz7Nvm 6-11-14 9-1-12 11-4-11 6-11-14 2-1-14 2-2-15 Scale=1:29.5 3.00 12 5 3x4= z 2x4 11 10.00 12 // 6 / / 11j '�• 2x4 71 �� 1-2 3 % 0 4 / S T1 2 1 — 81 l7 •.•..".•..•.4..*.:•.V.4..e:•.•.:•■••."_••:•."�.�•••-•:%%••••••••-•.-V�*.i.t.iV.V4.V.:*.•..W:•.**":��..•.***...V.:•..•..04..•..•.**..0♦".•.••..0.�.•..! 10 2x4= 3x4= 9 8 7 2x4 2x4 20-3-10 11-4-11 11-4-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (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 Installation guide. REACTIONS. (lb/size) 1=-6/11-4-11 (min.0-1-10),10=0/11-4-11 (min.0-1-10),2=117/11-4-11 (min.0-1-10),7=164/11-4-11 (min.0-1-10),8=330/11-4-11 (min.0-1-10), 9=278/11-4-11 (min.0-1-10) Max Horz 1=138(LC 12) Max Uplift 1=-77(LC 10),2=-45(LC 12),7=-65(LC 12),8=-39(LC 12),9=-183(LC 12) Max Grav1=102(LC 12),2=117(LC 1),7=168(LC 22),8=330(LC 1),9=336(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-203/200,2-3=-171/162,3-11=-129/54,4-11=-53/102,4-5=-40/68,5-6=-48/36,7-10=0/0,6-7=-133/99 BOT CHORD 2-9=-8/16,8-9=-8/16,7-8=-8/16 WEBS 4-8=-236/118,3-9=-337/264 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=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;Encl.,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 9-1-12 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)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 1,45 lb uplift at joint 2,65 lb uplift at joint 7,39 lb uplift at joint 8 and 183 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 O1P1y 6730 P1307 IPippyback 1 , 3 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pnnt 7.620 s Apr 30 2015 IriTek Industries,Inc.Thu Jun 11 1V28:14 2015 Page 1 ID:had1 T4UrJFZ7MzAydGUeVVRz9S8?-mnfzPMRaWetN4uorfBoNBYM?FVNbuEwlhVcgNxz7Nvl 20-1 0-6 6-11-14 11-7-2 6-11-14 4-7-4 - 4, Scale=1:29.4 11 0.00,12 10 2x4 I I 2x4 II 2x4 II S 5 3 6 ST' iII - o 41 ,' i B1 o S 6 6 3x4= 9 8 7 3x6 2x4 .1 2x411 20-10-6 11-7-2 l I 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/deft L/d I 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 Incr YES WB 0.04 Horz(TL) 0.00 7 n/a n/a Weight:162 lb FT=20% BCDL 10.0 Code FBC2014/TPI2007 (Matrix) _ 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=-61/86,7-8=-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=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)0-2-14 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.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 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 City Ply ' 6730 'T01 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.Thu Jun 11 11:28:15 2015 rage 1 ID:L57Lowd4_CysXHoUsN_Deg gm-EzDMchSCHyTEi2N2CuJchmv /yldTquv9LEvOz7Nvk 10-1-2 43.4 { 9b9 $ 143 19.10-12 10-1-2 2311-0 27-8-2 31-5-3 38-10-10 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 Scale=1:85.2 NAILED 5x6= 10 4x5 11 JAILED Spec NAILED 2x4 I NAILED NAILED 9 /„ �I 47 7.00112 LED j 1 •5x6 NAILED NAILED 3x6= 4x10= NAILED NA ED 4 NA ED 5NA ED 7 �� 12 1 1,-.-i, 9. 60,..,• , ,.. 11-rt 1s�.„�.∎-�ii..�u�i.�e∎..cs..23 iG.._a:.. /f 1 Q• ° 49 3050 51 52 29 5328 27 54 55 6 26 d))25 22 57 21 6 18,...q441_4,2_4413/ -5.g`_(+� )ri 191'P 0-3- 64 2x4 I NAILED 3x6= 4x10= NA�'f291# 4x5=NAILED 2.A- ..011 ) NAILED 15 61#1-228# NAILED 3x5 1 4x5= NAILED 2"x74-655x 62_,_ �4 3x5 I NAILED NAILED NAILED NAILED NAILED NAILED 2x4 NAILED NAILED NAILED 7x10 NAILED 1 NAILED 10-1-2 10-1-2 33-141-2 9-1-2 4-3-0 9-5-9 14.8.3 19-10-12 22-1-8 23-11-0 27-8-2 31-1-8 31-5-3 33`3.4 38-10-10 , 44-11-0 4-3-0 5.2.9 5-2-9 5-2-9 2-2-12 1-9-8' 3-9-2 4- 2 3-5-6 0-3-11 012 5-7-6 6-0.6 r 1-8-5 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],[12:0-1-12,0-1-8],[14:0-2-5,0-1-7],[16:0-3-0,0-2-12],[17:0-1-12,0-1-0],[20:0-4-8,0-3-8],[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 L/d PLATES GRIP TCLL 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 0.95 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:263 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. B4,B6:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing 1 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=1106/0-3-8 (min.0-1-8),14=547/0-5-8 (min.0-1-8),16=1526/0-3-8 (min.0-1-13),26=2286/0-5-8 (min.0-2-11) Max Horz 1=211(LC 7) Max Uplift 1=-685(LC 8),14=-228(LC 8),16=-625(LC 8),26=-1291(LC 8) Max Gray 1=1107(LC 17),14=561(LC 30),16=1526(LC 1),26=2286(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1025/653,2-3=-1602/1052,3-39=-1860/1305,39-40=-1860/1305,4-40=-1860/1305,4-41=-1110/852, 41-42=-1110/852,42-43=-1110/852,43-44=-1110/852,5-44=-1110/852,5-6=-1110/852,6-45=-1110/852,7-45=-1110/852, 7-8=-403/149,8-46=-545/333,9-46=-476/331,9-10=-201/257,10-11=-170/276,11-47=-130/295,47-48=-133/249, 12-48=-125/217,12-13=-691/340,13-14=-409/78 BOT CHORD 1-49=-823/1338,49-50=-823/1338,30-50=-823/1338,30-51=-828/1348,51-52=-828/1348,29-52=-828/1348, 29-53=-1162/1860,28-53=-1162/1860,28-54=-1162/1860,27-54=-1162/1860,27-55=-775/499,55-56=-775/499, 26-56=-775/499,25-26=-580/370,23-25=-107/82,23-24=-255/169,22-23=-835/539,22-57=-29/379,21-57=-29/379, 21-58=-123/446,20-58=-123/446,20-59=0/43,19-59=0/43,18-20=-28/47,18-60=-152/102,17-60=-152/102, 16-17=-1049/449,17-19=-983/423,11-19=-944/385,16-61=-208/547,61-62=-208/547,15-62=-208/547,15-63=-208/547, 14-63=-208/547 WEBS 3-30=116/263,3-29=-461/583,4-29=-110/103,4-27=-854/522,5-27=-429/303,7-27=-1367/2140,24-26=-2036/1191, 7-24=2003/1178,8-22=-549/358,8-21=-177/111,9-21=-94/305,9-20=-505/271,12-16=-791/390,12-15=-158/483, 7-22=-623/1257,10-20=-205/110,11-20=-250/621 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 685 lb uplift at joint 1,228 lb uplift at joint 14, 625 lb uplift at joint 16 and 1291 lb uplift at joint 26. 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)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. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Continued on page 2 'Job Truss (Truss Type :Qty Ply 6730 T01 Roof Special Girder 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.Thu Jun 11 1 v.28:15 2015 Page 2 ID:L57Lowd4_CysXHoUsN_DegzPugm-EzDMchSCHy?Ei2N2CuJchmv2_vVldTquv9LEvOz7Nvk 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=-3B(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) Job Truss 'truss Type Qty Ply 6730 T02 Roof Speoal 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.Thu Jun 11 11.28:16 2015 Page 1 ID:L57Lowd4_CysXHoUsN_Deaz'_'iigm-9nkp1 Sg1F74KByEmcgrEzRDqlitilNlzK18p5nRgz7Nvj 10-1-2 6.3..0 13-0-14 19-10-12 10-1-2 25-11-0 315.3 33-1% 38 -10-8 44-11-0 6-3-0 } 6-9-14 6-9-14 I 6-0-4 5-6.3 1-8-5 5-9-0 6-0-8 I Scale=1:81.9 5x6= 8 4x5 J _ 4x10= 9 5x8= 3x6= 5x6=4••••••••••00.0"°,...7.00 12 41 3 T2 4 6 T3 740 3x4 WI N4444% 10 3x4 36 37 \ 3 �, g 42 e' AI 3x4 cb 2 c 25 o • 3 26 24 0-5-8(0-1-191j)3x4 3x4= 7x6&3$ 1�) 0- -1$) o 3x6= 1456#!-67 985492# 13 444#-154! 4x10= 3x4= 3x5 I 10-1-2 10-1-2 33.14-1.2 9.1.2 6-3-0 13-0-14 19-10-12 , 22-1-8 . 25-11-0 31.14 314-3 33-3-4 38-10-8 44-11-0 6-3-0 6-9-14 6-9.14 ' 2-2.12 ' 3-9-8 I 52.8 03.11 0-1-12 5-7-4 6.08 1.8.5 Plate Offsets(X,Y)— [1:0-2-4,0-1-7],[3:0-6-0,0-2-4],[10:0-1-12,0-1-8],[12:0-2-5,0-1-7],[18:0-4-8,0-3-8],[23:0-2-8,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 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 23 n/a n/a ' BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:263 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B4,B6:2x4 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. SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=730/0-3-8 (min.0-1-8),12=422/0-5-8 (min.0-1-8),14=985/0-3-8 (min.0-1-8),23=1456/0-5-8 (min.0-1-11) Max Horz 1=211(LC 11) Max Uplif1=-483(LC 12),12=-154(LC 12),14=192(LC 12),23=-679(LC 12) Max Grav1=732(LC 21),12=444(LC 18),14=985(LC 1),23=1456(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-515/502,2-35=-1002/962,35-36=-929/970,3-36=-899/985,3-37=-764/929,37-38=-764/929,4-38=-764/929, 4-5=-764/929,5-6=-764/929,6-39=-464/217,7-39=-464/217,7-40=-277/180,8-40=-250/203,8-9=-311/252,9-41=-137/203 10.41=-168/177,10-42=-508/262,11-42=-552/246,11-12=-317/0 BOT CHORD 1-26=-698/801,25-26=-708/806,24-25=-708/806,23-24=-248/153,22-23=-196/85,20-22=-55/57,20-21=-62/83, 19-20=-258/167,18-19=-33/326,17-18=0/68,16-18=-17/34,15-16=-129/69,14-15=-661/121,15-17=-619/107, 9-17=-620/89,13-14=-126/392,12-13=-197/392 WEBS 3-26=-253/264,3-24=-130/68,4-24=-434/264,6-24=-1007/1168,21-23=-1302/805,6-21=-1293/833,7-18=-378/162, 10-13=0/263,10-14=-594/245,7-19=-226/208,6-19=-207/609,8-18=-192/99,9-18=0/417 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=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)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.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 483 lb uplift at joint 1,154 lb uplift at joint 12, 192 lb uplift at joint 14 and 679 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 Job 'truss Truss Type Qty Ply 6730 T03 Roof Special 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 Mi rek Industries,Inc.Thu Jun 11 11:28:16 2015 Page 1 ID:L57Lowd4_CysXHoUsN_D�gP_igm-i9nkp1Sg1F74KByEmcgrFzRAu �tt1�x818p5nRgz7Nvj 10-1-2 6-3-4 ,8-3.0, 14-0-14 19-10-12 141-1.8 27-11-0 31-5-3 33-141, 38-10-8 44-11-0 6-3-4 4-11-12' 5-9-14 I 5-9-14 '2-2-12 5-9-8 3-63 18.5' 5-9-0 6-0-8 I Scale=1:81.9 5x6= 5x6 3x8 5x6= 9 4x5 - 3x6= J=' 10 7.0012 4 5 7 K 8/ 40 3 36 a 6 39 r- W43 / 3x4 7 N 11 3x4 i s,\ w2 c W2 W4 r ;` B6 41 m Vl11 i 0 12 / ffi. r' r40 3x4 12 d 26 0 20 1 0__' BL 1341 4 1°4 0-3-80-1-8 27 3x6= 3 — 0-5-8(0-1_11)233x4 . 3x4 7x11.3•8(41-8) 14 0-5.8(41-8) o 733# 1 — 1453#/-597# 87#41445# 445#/-151# 3x4= 3x4= 3x4= 3x5 10-1-2 10-1-2 33-1.$1.2 9-1-2 830 14-0.14 19-10-12 22.1.8 27.11.0 31.18 31-5-3 33.34 38-10.8 4411-0 i 8.30 i 5-9-14 5914 I 2-2-12 5-99 I 328 43411 41.12 5-7-4 bas 1-9-5 Plate Offsets(X,Y)— [1:0-3-0,0-1-7],[4:0-1-4,0-2-4],111:0-1-12,0-1-8],[13:0-2-5,0-1-7],[19:0-4-8,0-3-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/def Lid 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 0.54 Vert(TL) -0.25 27-30 >948 180 BCLL 0.0 " Rep Stress Incr YES WB 0.82 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:271 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B4,B6:2x4 SP No.3 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 Installatio_guide. REACTIONS. (lb/size) 1=731/0-3-8 (min.0-1-8),13=422/0-5-8 (min.0-1-8),15=987/0-3-8 (min.0-1-8),24=1453/0-5-8 (min.0-1-11) Max Horz 1=211(LC 11) Max Uplift1=-515(LC 12),13=-151(LC 12),15=-245(LC 12),24=-597(LC 12) Max Grav1=733(LC 21),13=445(LC 18),15=987(LC 1),24=1453(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-710/762,2-36=-979/980,36-37=-898/984,3-37=-876/996,3-4=-830/1011,4-38=-499/797,5-38=-499/797, 5-6=-499/797,6-7=-499/797,7-39=-399/293,8-39=-399/293,8-9=-283/246,9-10=-311/274,10-40=-144/194, 11-40=-174/168,11-41=-513/253,12-41=-558/237,12-13=-320/0 BOT CHORD 1-27=-730/790,26-27=-620/681,25-26=-620/681,24-25=-228/13,23-24=-268/0,21-23=-77/23,21-22=0/60, 20-21=-222/20,19-20=-52/247,18-19=-2/14,17-19=-18/36,16-17=-97/87,15-16=-664/196,16-18=-618/180, 10-18=-598/166,14-15=-119/396,13-14=-195/396 WEBS 3-27=-336/253,4-27=-491/407,4-25=-249/126,5-25=-335/213,7-25=-731/886,8-20=-124/132,7-20=-78/465, 8-19=-370/247,11-14=0/263,11-15=-591/244,22-24=-1297/758,7-22=-1285/789,9-19=-205/176,10-19=-17/327 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 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 515 lb uplift at joint 1,151 lb uplift at joint 13, 245 lb uplift at joint 15 and 597 lb uplift at joint 24. 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 !6730 T04 Piggyback Base 1 l 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 Wok Industries,Inc.Thu Jun 11 11:28:17 2015 Page 1 ID:L57Lowd4_CysXHoUsN_DegzPuQ-ZML61NTSoZFxxLXQKJM4mB_PBit OjBNTgK_Gz7Nvi 10-1-2 150-12 10-1-2 14-7.5 26-7-15 29.511 14-5-8 17-10-8 19 10.121-10.8 24.6.0 26-7-8 28-7-2 31.1.8 33-114 4-9-4 9-2-15 . 12-4-12 13-8-12 16-6-8 19.2-820.6-8 23-2-0 25-10-0 28-1.11 30-9-11 33-1-8 . 39-3-8 44-11-0 i 49� 4-5-12 ' 3-1-13 '1-4-00-i-14 1.4-01-4-0 0-7-12 13.81.4-0 1+0'0-0-7 05.7 1+0 2-0-00-10-0 5-4-0 57-8 I Scale=1:87.6 0-80-6-7 0.8-4 1-4-0 0-9-8-5120.10.9 0-3-13 1312 5x6= 5x6= 12 14 16 18 21 tlll8 25 27 2932 gtp • _ IL5 ,r 3x6 10.00 12 5x6- 9./ ri 41t�0 � I 5x8=6x8 3x6% 7 I: I I 37 5x6 G WS •••��1M6 VW 1 39 7.00 12 4 5g..A._ia 11 15_19 •I22 ,24, 3.1 H-1 ;�_ ej d „,: _ ?:�.-r - :�.w 41 3x4�� 4-4 3 42 d 3x4 G e 10 70 1 .\ 3x4 -- .1_20,... A .�:fa:«4..∎ ry�W13 43 : � ,� _�_ :. �. �..-52 50.� o qq n :47 `. 44, 4P 51 _ 5 d- Wt d d it 1T 1 71 5772 T - gT° 0-3-80-1.8) 0-5-8( x2) 3x8= 40.38(0-1-8) 0 1-8) o 7211WA55a# 3x4= 3 '= 4x10= 1472�k9028# 1032Jp8189# 45 4472# x 3x4= 33-11-8 10-1-2 15-0-12 10-1-2 3'114 9-1-2 9.2.15 I 14-5-8 14-7-5 1910.12 ,22.1.8I 26-7-8 28-7-2, 31.1.8 33-1-8 39-3-8 i 44-11-0 92.15 5-2-8 0.1-14 4-10.0 `2-2-12 460 1-11-10 2.6-6 '2-00 54.0 5-7-8 0-5-7 0-1-12 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],[40:0-4-4,Edge],[42:0-1-12,0-1-8], [44:0-2-5,0-1-7],[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) l/defl L/d 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.19 58-61 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.30 58-61 >788 180 BCLL 0.0 • Rep Stress Incr YES WB 0.80 Horz(TL) 0.02 44 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight 386 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 5-10-11 oc bracing. B4,B6:2x4 SP No.3 JOINTS 1 Brace at Jt(s):20,31,13,8,38,17,24,28 WEBS 2x4 SP No.3*Except` ' MiTek recommends that Stabilizers and required cross bracing W7,W9:2x6 SP No.2 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=721/0-3-8 (min.0-1-8),44=414/0-5-8 (min.0-1-8),46=986/0-3-8 (min.0-1-8),55=1472/0-5-8 (min.0-1-12) Max Horz 1=318(LC 11) Max Uplift 1=-553(LC 12),44=-172(LC 12),46=-189(LC 12),55=-1028(LC 12) Max Gray 1=721(LC 1),44=443(LC 18),46=1032(LC 22),55=1472(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-883/990,2-3=-905/1126,3-4=-770/1029,4-5=-459/677,12-14=-207/285,14-16=-207/285,16-18=-207/285, 18-67=-207/285,67-68=-207/285,21-68=-207/285,21-23=-207/285,23-25=-207/285,25-27=-207/285,27-69=-207/285, 29-69=-207/285,29-32=-207/285,32-34=-208/286,40-41=-85/208,41-42=-170/221,42-70=-539/294,43-70=-564/279, 43-44=-289/52,6-7=-205/201,7-9=-164/268,9-12=-218/308,34-36=-186/286,36-37=-181/249,37-39=-193/173, 5-6=-405/673,6-8=-387/620,8-10=-387/620,10-11=-387/620,11-13=-387/620,13-15=-387/618,15-17=-387/618, 17-19=-387/618,19-20=-387/618,20-22=-275/135,22-24=-275/135,24-26=-275/135,26-28=-275/135,28-30=-275/135, 30-31=-275/135,31-33=-274/134,33-35=-275/136,35-38=-275/136,38-39=-275/136,39-40=-294/164 BOT CHORD 1-58=-854/832,58-71=-621/590,71-72=-621/590,57-72=-621/590,56-57=-621/590,55-56=-326/329,54-55=-218/73, 52-54=-49/62,52-53=-120/287,51-52=-338/360,50-51=-86/51,49-50=-7/59,48-504-21/17,47-48=-133/53, 46-47=-726/135,47.49=-674/139,40-49=-648/149,45-46=162/423,44-45=-180/423 WEBS 3-58=-350/272,4-58=-475/388,20-56=-1075/835,53-55=-1336/1199,20-53=-1322/1237,20-51=-250/483, 42-46=-597/245,42-45=0/263,4-56=-425/389,40-51=0/306,31-51=-371/184,12-13=-100/42,33-34=-86/20, 11-56=-342/102,9-10=-160/68,7-8=-104/105,37-38=-132/104,35-36=-34/44,31-32=-180/106,14-15=-55/41, 18-19=-152/110,16-17=-20/22,21-22=-166/115,23-24=-13/11,29-30=-61/40,27-28=-33/24,25-26=-49/34 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=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 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.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 553 lb uplift at joint 1,172 lb uplift at joint 44, 189 lb uplift at joint 46 and 1028 lb uplift at joint 55. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Continued on page 2 Job Truss Truss Type Qty Ply 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.Thu Jun 11 1 9:28:17 2015 Paggee 2 ID:L57Lowd4_Cy5XHOUsN_DegzPugrn-AML61NTSoZFXXLXQKJM4mB_PBiFw5OjBNToK Gz7Nvi NOTES- 9)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 I I Job Truss ,Truss Type Qty Ply 6730 I T05 Piggyback Base 1 1 • I Job Reference(optional) Building Component Supply,Green Cove Sprigs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 11 1/.28:18 2015 Page 1 ID:L57Lowd4 Cy5XHoUsN_DegzPugm-eYvUEjU4ZWoZV6a1tJJOMH9bHgrNKb7auWjz7Nvh 10-1-2 10-1.2 -8 49-4 l 9-2.15 } 147.5 19-10-12 28-7-2 31.1$ ,331$, 333.8 41-11.0 444 4-5-12 5-4.6 5-3-7 8$$ 2-6-8 26.00.10-0 5-4-0 5-7$ 5x6% Scale=1:88.0 2x4 I I 5x8 10.00,12 5 366 37 38 7 13 • \ 4x5�� 5x6 ..\ 8 3x6 7.00 12 4/ WB g j J 5 4• ai o I 2x4�� NA — 3 10 B6 39 2 1 ` 0 1� \ t; �u W'0 11 °' ° 25 40 ° 41 19 oo_.__•$) 8T C 1 j^2 J8 . 0-3$___(41-8 26 3x6= 24 ae2)22 63#A4321 13 47 X•163#o 5 �1� 2x4 11 2x4 I 2x4= 2x4= 10.14 10-1-2 » 9.1-2 9-2-15 14-7.5 19-10-12 22.1.8 28-7-2 31.1.8 331$ 39.38 4411-0 9-2-15 5-4$ 837 I 2-2-12 8570 2.66 ' 26611 Il 6-0-4 i s7$ 0.1-12 Plate Offsets(X,Y)— [1:0-3-8,Ed•e, 5:0-1-8,0-2-0 :0-3-0,Ed.e 10:0-1-12 0-1-8, 12:0-2-5,0-1- 20:0-1-12 0-0-4 23:0-2-8 0-2-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Weft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.21 26-29 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 i Vert(TL) -0.31 26-29 >781 180 BCLL 0.0 • Rep Stress Incr YES WB 0.78 Horz(TL) 0.03 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:297 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,B6:2x4 SP No.3 WEBS 1 Row at midpt 5-24,5-23,6-23,7-19,7-21 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 j be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=648/0-3-8 (min.0-1-8),12=436/0-5-8 (min.0-1-8),14=838/0-3-8 (min.0-1-8),23=1671/0-5-8 (min.0-2-1) Max Horz 1=318(LC 11) Max Uplift1=-521(LC 12),12=-163(LC 12),14=-232(LC 12),23=-592(LC 12) Max Grav1=656(LC 21),12=473(LC 18),14=883(LC 22),23=1758(LC 2) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-817/959,2-3=-845/997,3-4=-680/910,4-35=-369/564,5-35=-334/593,5-36=-79/382,6-36=-79/382,6-37=-77/380, 37-38=-77/380,7-38=-77/380,7-8=-338/319,8-9=-124/201,9-10=-201/208,10-39=-568/281,11-39=-593/266, 11-12=-316/48 BOT CHORD 1-26=-744/730,25-26=-539/493,24-25=-539/493,24-40=-211/110,23-40=-211/110,22-23=-356/106,20-22=-112/12, 20-21=0/420,20-41=-135/157,19-41=-135/157,18-19=-66/63,17-18=-15/9,16-18=-7/26,15-16=-75/68,14-15=-576/183, 15-17=-542/178,8-17=-534/173,13-14=-151/448,12-13=-176/448 WEBS 3-26=-330/255,4-26=-419/401,4-24=-652/680,5-24=-682/512,5-23=-750/555,21-23=-865/319,6-21=-513/302, 7-19=-14/251,8-19=-110/181,7-21=-565/43,10-13=0/260,10-14=-594/245 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=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 33-3-4,Interior(1)33-3-4 to 33-11-8 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,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 521 lb uplift at joint 1,163 lb uplift at joint 12, 232 lb uplift at joint 14 and 592 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 -Job Truss Truss Type 1Qty .Ply 6730 T06 Piggyback Base 1 1 ' • Budding Component Su Job Reference(optional) n9 PO PWY.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pant 7.620 5 Apr 30 2015 MiTek Industries,Inc. Thu Jun 11 1 :28:19 2015'Page 1 ID:L57Lowd4 CysXHoUsN_DegzP 9m-7kTsS3ViKAVfBthpRkOYrc3e1 W)j,VISHOUgnJR29z7Nvg V11-4 10-1.2 141-2 11-8 °"` 4-9-4 9-2-15 , 14-7.5 19-10.12 28-7-2 31-1-8 33-1-8 39-3-8 44-11-0 4-9-4 4-5-12 5-4-6 837 8-6.6 I 2.6.6 }2-0-0 0-10-0 5-4-0 5-748 { 5x6% Scale=1:84.2 2x4 'l 5x8 10.00112 5 36 6 37 38 7 13 - ■ 5x8 i -ir_ 4x5 7.00 12 4� W8 8 3x6 W5 9 Q 2x4� / Mk `� MA Vd7 R 12 •° ��IN s _ W'0 11 R I• ��.r =i.� '20 1 :. ° -q 4 ° 25 40 41 19 0• - , 1.. W1 'T2 q • 26 24 (2%x8°,22 16p .: ) �° k )-" 6 45# 3x6 19260-2955# 2xB83#A<37# 13 471 x -1135#° 2x4 2x4 I 2x4= 2x4= 10-1-2 10-1-2 3144 9-1-2 9-2-15 14-7-5 19-10-12 22.1.8• 28-7-2 31-1-8 33-1-8 39-3-8 44-11-0 -- 9-2-15 5-4-6 837 2-2-12 8570 - 2-6-6 - 2-0-0 6-0-4 I 5-7-8 01.12 Plate Offsets_(X,Y)_- [1:0-3-8,Edge],[5:0-1-8,0-2-0],[7:0-3-0,Edge],[10:0-1-12,0-1-8],[12:0-2-5,0-1-7],[20:0-1-12,0-0-4],[23:0-2-8,0-2-8] 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 19-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.31 26-29 >781 180 BCLL 0.0 * Rep Stress Incr YES WB 0.86 Horz(TL) 0.03 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:297 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,B6:2x4 SP No.3 WEBS 1 Row at midpt 5-23,6-23,7-19,7-21 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=648/0-3-8 (min.0-1-8),12=436/0-5-8 (min.0-1-8),14=838/0-3-8 (min.0-1-8),23=1671/0-5-8 (min.0-2-4) Max Horz 1=318(LC 11) Max Uplift 1=-245(LC 12),12=-165(LC 12),14=-237(LC 12),23=-295(LC 12) Max Grav1=656(LC 21),12=471(LC 18),14=883(LC 22),23=1926(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-817/59,2-3=-943/474,3-4=-771/413,4-35=-407/355,5-35=-372/384,5-36=-76/390,6-36=-76/390,6-37=-74/387, 37-38=-74/387,7-38=-74/387,7-8=-335/336,8-9=-122/209,9-10=-200/217,10-39=567/289,11-39=-591/274, 11-12=-316/52 BOT CHORD 1-26=-270/814,25-26=-125/550,24-25=-125/550,24-40=-107/173,23-40=-107/173,22-23=-355/106,20-22=-112/0, 20-21=0/413,20-41=-138/148,19-41=-138/148,18-19=-67/56,17-18=-15/9,16-18=-8/24,15-16=-77/58,14-15=-576/191, 15-17=-542/189,8-17=-534/188,13-14=-157/447,12-13=-178/447 WEBS 3-26=-341/196,4-26=-31/401,4-24=-718/316,5-24=-192/601,5-23=-925/154,21-23=-859/332,6-21=-513/302, 7-19=-14/251,8-19=-112/181,7-21=-567/38,10-13=0/260,10-14=-594/245 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 33-3-4,Interior(1)33-3-4 to 33-11-8 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)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 245 lb uplift at joint 1,165 lb uplift at joint 12, 237 lb uplift at joint 14 and 295 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 0, russ russ ype •iv i-ly 6730 T07 Piggyback Base 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 MiTek Industries,Inc.Thu Jun 11 19:28:192015 'P 1 IDL57Lowd4_CysXHOUsN_DegzPug a 7kTsS3VIKAVtBthpRkOYrc3e1 W lOUgnJR29z77Nvg tat 2 tat 2 4-9-4 9-2-15 14-7-5 19-10-12 28-7-2 31-1-8 33-1-8 39-3-8 - 44-11-0 ' 4-9-4 4-5-12 I 5-4-6 5-3.7 8-8-6 2-6-6 2-0-00-10I0 5.4-0 5-7-8 5x6 Scale=1:83.7 2x4 5x8 10.00 12 5 366 37 38 7 . r_T3 5x6 r tbL 4x5 83x8 Q 7.00 12 4 -� yyg,� Nr.. 8 2x4 \', W7 c. 1 3 1.' ._., 12 0 39 11 r] :.��..�._ .x..20 18 0 Q 5' 0 ' 25 40 ° 41 19 0 _- - „ �a W1 , R 2. 0-3-8(0-18) 26 24 0-5-8(02-4)'22 1610-8. �0 0- j1-8)° 656f1,4 45# 3 19261!6295# 2x�83#1t437# 73 471 65# 2x4 I 2x4 I I 2x4= 2x4= 10-1-2 10-1-2 *54 9-1-2 I 9-2-15 I 147-5 1410-12 22-1-8 287.2 31-1-8 33-1-8 3438 I 4477-0 42-15 54.6 837 2-2-12 6510 28-6 2-0-0 6-0-4 5-7.8 0-1.12 Plate Offsets(X,Y)- [1:0-3-8,Edge],[5:0-1-8,0-2-0],[7:0-3-0,Edge],[10:0-1-12,0-1-8],[12:0-2-5,0-1-7],[20:0-1-12,0-0-4],[23:0-2-8,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (10c) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.12 19-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.31 26-29 >781 180 BCLL 0.0 * Rep Stress Incr YES WB 0.86 Horz(TL) 0.03 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:297 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,B6:2x4 SP No.3 WEBS 1 Row at midpt 5-23,6-23,7-19,7-21 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=648/0-3-8 (min.0-1-8),12=436/0-5-8 (min.0-1-8),14=838/0-3-8 (min.0-1-8),23=1671/0-5-8 (min.0-2-4) Max Horz 1=318(LC 11) Max Uplift 1=-245(LC 12),12=-165(LC 12),14=-237(LC 12),23=-295(LC 12) Max Grav1=656(LC 21),12=471(LC 18),14=883(LC 22),23=1926(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-817/59,2-3=-943/474,3-4=-771/413,4-35=-407/355,5-35=-372/384,5-36=-76/390,6-36=-76/390,6-37=-74/387, 37-38=-74/387,7-38=-74/387,7-8=-335/336,8-9=-122/209,9-10=-200/217,10-39=-567/289,11-39=-591/274, 11-12=-316/52 BOT CHORD 1-26=-270/814,25-26=-125/550,24-25=-125/550,24-40=-107/173,23-40=-107/173,22-23=-355/106,20-22=-112/0, 20-21=0/413,20-41=-138/148,19-41=-138/148,18-19=-67/56,17-18=-15/9,16-18=-8/24,15-16=-77/58,14-15=-576/191, 15-17=-542/189,8-17=-534/188,13-14=-157/447,12-13=-178/447 WEBS 3-26=-341/196,4-26=-31/401,4-24=-718/316,5-24=-192/601,5-23=-925/154,21-23=-859/332,6-21=-513/302, 7-19=-14/251,8-19=-112/181,7-21=-567138,10-13=0/260,10-14=-594/245 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=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 33-3-4,Interior(1)33-3-4 to 33-11-8 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)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.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 245 lb uplift at joint 1,165 lb uplift at joint 12, 237 lb uplift at joint 14 and 295 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 Job Truss Truss Type Qty Ply ,6730 108 Piggyback Base Structural Gable COMMON 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pnnt 7.620 s Apr 30 2015 MiTek Industries.Inc.Thu Jun 11 15:28:22 2015 Page 1 10-1-2 ID:L57Lowd4_CysXHoUsN_DegzP g (J8?45Xbd5tE26P07sxFTEhDfjy6mgl,�Y{11�IY5fUz7Nvd 49-4 9-2-15 14-7-5 21-7-3 28-7-2 33-1-8 311-8 39-3-8 4411-0 4-9-4 i 4-5-12 5-4-6 6-11-14 6-11-14 4-6-6 0-10-0 5-4-0 5-7-8 Scale=1:78.6 5x6 2x4 5x6 0 10.00;12 5 31 32 6 33 34 7 IN tlT3_ i N ■ _ 4x5, / 1.5x6 r ' 8 3x6 7,00 '�2x4 R1 :Al 5' „ALI 10 35 o 11 0 _P.1.�. .oism;c mcs :.:..:.:x.ixs,:��Q.��P._....:.: --' 17 37 15. ,x - - I• �e W1 32 g • 21 19 18 16 (0-2-5) (0-2-5) 20 (0-2-5) 36 3x6= 0-3-80V-8) I "r 1-8)d 4240M98# 573#/-190# 3x6_1023#1-227# 3x8- 1291#f 265# 13 41E-1B211 2x4 I 10-1-2 9-1-2 9-1-2 9-2-15 14-7-5 21-7-3 28-7-2 33-1-8 33,3-4 39-3-8 i 4411-0 9-2-15 5-4-6 ' 6-11-14 6-11-14 4-6-6 0-1-12 6-0-4 5-7-8 Plate Offsets(X,Y)-11:0-3-0,0-1-7],[5:0-1-8,0-2-0],[7:0-1-8,0-2-0],[10:0-1-12,0-1-8],[12:0-2-5,0-1-7],[15:0.1-12,0-1-0] 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 0.61 Vert(LL) -0.12 21-24 >896 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.31 21-24 >347 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.02 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:327 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: B3:2x4 SP No.3 6-0-0 oc bracing:15-16 WEBS 2x4 SP No.3 5-7-12 oc bracing:14-15. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member)7-11-0(5-19);7-11-0(6-18);7-11-0 SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 (7-16); MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=420/20-1-8 (min.0-2-5),12=452/0-5-8 (min.0-1-8),14=1264/0-3-8 (min.0-1-8),21=559/20-1-8 (min.0-2-5), 19=898/20-1-8 (min.0-2-5),1=420/20-1-8 (min.0-2-5) Max Horz 1=318(LC 11) Max Uplift 1=-98(LC 12), 12=-162(LC 12),14=-265(LC 12),21=-190(LC 12),19=-227(LC 12) Max Grav1=424(LC 21),12=476(LC 18),14=1291(LC 18),21=573(LC 21),19=1023(LC 17),1=420(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-764/0,2-3=-446/202,3-4=-289/132,4-30=-293/213,5-30=-258/242,5-31=-517/387,31-32=-517/387,6-32=-517/387, 6-33=-517/387,33-34=-517/387,7-34=-517/387,7-8=-552/381,8-9=-139/203,9-10=-217/213,10-35=-583/283, 11-35=-607/269,11-12=-331/47 BOT CHORD 1-21=-91/521,20-21=-73/257,19-20=-73/257,19-36=-162/215, 18-36=-162/215,17-18=0/351,17-37=0/351,16-37=0/351, 15-16=-53/62,14-15=-971/241,8-15=-944/257,13-14=-153/460,12-13=-178/460 WEBS 3-21=-376/216,4-21=-245/172,4-19=-214/120,5-19=-749/262,5-18=-219/626,6-18=-487/286,7-18=-57/231, 7-16=-239/62,8-16=0/542,10-14=-592/244,10-13=0/257 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.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat.II; Exp C;Enc.,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 33-3-4,Interior(1)33-3-4 to 33-11-8 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)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.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 98 lb uplift at joint 1,162 lb uplift at joint 12, 265 lb uplift at joint 14,190 lb uplift at joint 21,227 lb uplift at joint 19 and 98 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 o. russ toss ype • •y A0021525 6730 T11B I Flat Girder 1 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. Thu Jun 11 1i:26:22 2015'Page 1 1012 ID:L57Lowd4_CysX o�1�N_DegzPugm-XJ8?45Xbd5tE26PO7sxFTEhKaj6VmrUvAMY5tUz7Nvd 3-0-0 3-0-0 NAILED NAILED Scale=1:17.3 1 5 2 1 IiII •U,, 6 170#/480#NAILED 201#1-97# 4 4x5= 216 11-2 NAlif-42 3-0-0 3-0-0 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 0.17 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 • Rep Stress Ina NO WB 0.00 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 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=170/Mechanical,3=201/Mechanical Max Uplift4=-80(LC 4),3=-97(LC 4) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-116/83,1-5=0/0,2-5=0/0,2-3=-133/94 BOT CHORD 4-6=-0/0,3-6=-0/0 WEBS 1-3=-010 NOTES- 1)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;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.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 80 lb uplift at joint 4 and 97 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)"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. 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:1-2=-60,3-4=-20 Concentrated Loads(Ib) Vert:2=-43(B)3=-34(B)5=-43(B)6=-34(B) Job 'truss Truss Type Qty Ply I 6730 IT12 ROOF TRUSS 5 1 ■ ' i I 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 MiTek Industries,Inc.Thu Jun 11 1'1:28:22 2015•Page 1 10-4-11 ID:L57Lowd4 CysXHoUsN_DegzPugm-XJ8?45Xbd5tE26PO7 ghCHjylmdFwW Y5fUz7Nvd 4-9-4 9-2-15 14-7-5 20-5-3 26-3-0 4-94 4-5-12 I 5-4-6 5 5-9-14 6 5-9-14 7 - 10.005T 5x6 KIIIII■1•IIII:u y,..... Scale=1:57.7 2x4 I ■■ 18 5 2= 20 = 4x5-,..% j 4 \\\w // C-° / c 7.00112 \ 2x4:- \ ;�/ i 2 23 9 24 8 0-3-8(Q j3) 3x4= 3x4= 3x4= 3x8= 0-1"0-1-8) 105 1# 1118#1-369# 10-4-11 19-7-0 9-2-15 ■ 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)— 11:0-3-8,Edgel[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/defl Ud 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 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 puffins, 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 Horz 1=405(LC 12) Max Uplift 1=-191(LC 12),18=-369(LC 9) Max Gray 1=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.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=26ft;eave=oft;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 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 20.0psf 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. 5)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. 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 Job Truss truss type Qty ,Ply '6730 ,T13 PiggYb ack Base 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 AMTek Industries,Inc.Thu Jun 11 19:28:23 2015'Page 1 10-1-2 ID:L57Lowd4_CysXHoUsN_Degz Pugm-?ViNIQYDOP?5fG_1 ap J0SEN17G9V4t3IPHfBwz7Nvc 4-9-4 9-2-15 14-7-5 16-3-8 20-11-0 { 25-10-0 4-9-4 4-5-12 5-4-6 5 1-8-36' 4-7-8 4-11-0 8 a 10.00 12 8x10 (,l' y K .11 .''3 7o I'. Scale=1:55.8 3x4 L 21 4x6 i 4x5 4 ` USP THD26 r7) m 7.00.1 E 'i •a \ i 5.00 12 zxa °6x12 9 I;i m 0 ' co 20 ,, 17• 3x4 'h 0 1 ^�. u _: ° . = .o 14 13 12 11 0-5 1-8) 3x4= 3x4= 2x4 II 1027#/-187# 4x10= 10-1-2 19-7-0 9-2-15 14-7-5 16-3-8 25-6-1 25.10-0 9-2-15 5-4-6 1-8-3 9-2-9 0-3-15 Plate Offsets(X,Y)— [1:0-3-8,Edge],[5:0-8-4,0-2-0],[9:0-3-12,0-2-8],[10:0-3-12,Edge],[12:0-1-12,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 ' Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.28 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.75 9-10 >411 180 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,B4:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 2 Rows at 1/3 pts 5-12 SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1027/0-5-8 (min.0-1-8),15=1027/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=-1342/591, 6-22=1382/598,7-22=-1382/598,7-23=-384/12,8-23=-384/12,9-15=-1027/407,8-9=-139/96 BOT CHORD 1-14=641/1452,13-14=-495/1181,12-13=-495/1181,11-12=-16/16,10-11=-14/7,6-10=-175/110,9-10=-768/1696 WEBS 3-14=-317/186,4-14=-26/366,4-12=-763/285,5-12=-1879/932,10-12=-1124/2558,5-10=-968/2286,7-10=-266/206, 7-9=-1234/693 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=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. 6)Refer to girder(s)for truss to truss connections. 7)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. 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 russ ype •'y -y ' 6730 714 Piggyback Base 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 l Tek Industries,Inc Thu Jun 11 11:28:23 2015 Page 1 ID:L57Lowd4 CysX )sN_DegzPugm-?ViN,J,Q}�DOP?5fG_agaSU,Q$FNp7JmVBV3IPHfBwz7Nvc 10-1-2 4-9-4 9-2-15 14-7-5 1 ' 2150 25-10-8 4-9-4 ' 4-5-12 5-4-6 7-0-11 4-2-8 7 8 10.00'12 5x6 6 22-1-s _23 24` Scale=1:54,1 /�i— 3,4= 2x4 II 21 5 4x5 r W6 4 ft ti i 7.00 12 .*' 2x4-. 3 B2 20 3x4�2 r �ti .. 13 E 11 °( 1' 25 26 12 27 2x4= r - = ° 354= 4x5= ; A ° - 28 15 14 M_18:!.7!1 1 1 1 3x4= 3x4= 126#/-19# 0- --8) 0-3-8(0-2-6) 0-3-810-1-8) 9 h 4446W9# 19947x23# 146 # 201-i 9-2-15 11-4-011.50 17-1-12 21-80 21,9-4 25.10-8 9-2-15 2-1-1 0-1-0 5-8-12 4-6-4 0-1-4 4-1-4 Plate Offsets(X,Y)— 11:0-3-0,0-1-71,[10:0-3-0,0-2-121,[12:0-2-8,0-2-81,114:0-1-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.12 15-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.33 15-18 >629 180 0 BCLL 0.0 • Rep Stress Incr YES WB 0.46 Horz(TL) 0.08 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:207 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins, except end verticals. 62,64:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-9,6-12,7-12,8-10 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=480/0-5-8 (min.0-1-8),9=65/Mechanical,10=-242/0-3-8 (min.0-1-8),12=1755/0-3-8 (min.0-2-6) Max Horz 1=405(LC 12) Max Uplift9=-19(LC 9),10=-317(LC 17),12=-723(LC 12) Max Grav1=480(LC 1),9=126(LC 24),10=146(LC 12),12=1994(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-763/0,2-20=-544/0,3-20=-473/0,3-4=-326/0,4-5=-163/87,5-21=-141/0,6-21=-55/9,6-22=-214/499,7-22=-214/499, 7-23=-7/16,23-24=7/16,8-24=-7/16,8-9=-48/37 BOT CHORD 1-15=-380/599,14-15=-95/251,13-14=-161/479,5-13=-230/171,13-25=-207/62,25-26=-207/62,12-26=-207/62, 12-27=-17/6,11-27=-17/6,10-11=-140/565,7-11=-122/597,10-28=0/1,9-28=0/1 WEBS 3-15=-409/230,4-15=-44/407,4-14=-513/141,6-13=-312/813,6-12=-990/514,7-12=-975/421,8-10=-50/19 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 9,317 lb uplift at joint 10 and 723 lb uplift at joint 12. 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 I truss Truss Type Qty Ply I 6730 'T15 Piggyback Base 12 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.Thu Jun 11 1'1.2824 2015•P 1 ID:L57Lowd4gys2(HsN_DegzPug -TlGIVmZr9,8yHQ -IJYtnYJXdmEdgD_31CjMz7Nvb tat 2 2-5-8 9-2-15 14-7-5 -1 -1-41-8-0 2-5-8 6-9-7 5-4-6 7.0-11 7 4-26 8 6 Scale=1:58.5 10.00 12 5x6 ,r 7 .0 _ •4= 2x4 24 T2 5 4x6\\ 4 41% - 7.00 12 j); 1\ B6 4x6 3x4 3 23 :r .. 2 r _ \ 13 �a 11 c 1 -s 28 29 12 30 2x4= i :ii -4 *' tis 3x4= 5x6= - Q m.dd 18x5= 15 14 ii 31Rsi ^1 lR 3x4 I 4x5= 3x4= 121#/16# 0-5-80-1+8) 2x0- I I 0-3-8(0-2-9) 0-3-8041-8) 9 448#10# 2150#/-790# 1901427#r 2x4 II 10-1-2 12-1-2 9-1-2 9-1-2 2-5-8 9-1-8 11-4-011-5-0 17-1-12 , 21-8-0 21.9-4 25-10-8 2-5-8 6-8-0 2-2-8 0-1-0 5-8-12 4-6-4 0-1-4 4-1-4 Plate Offsets(X,Y)— [1:0-2-4,0-1-7],[3:0-1-4,0-1-8],[4:0-3-0,0-0-8],[10:0-3-0,0-2-12],[12:0-3-0,0-2-12],[17:0-2-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.10 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.30 16-17 >693 180 BCLL 0.0 * Rep Stress lncr YES WB 0.52 Horz(TL) 0.09 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:212 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. B4,B6,B8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-9,3-16,6-12,7-12,8-10 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. _J REACTIONS. (lb/size) 1=448/0-5-8 (min.0-1-8),9=55/Mechanical,10=-344/0-3-8 (min.0-1-8),12=1900/0-3-8 (min.0-2-9) Max Horz 1=405(LC 12) Max Uplift9=-16(LC 9),10=-427(LC 17),12=-790(LC 12) Max Grav1=448(LC 1),9=121(LC 24),10=194(LC 12),12=2150(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-319/0,2-3=-649/0,3-23=-319/11,4-23=-298/81,4-5=-191/172,5-24=-75/34,6-24=-65/79,6-25=-246/588, 7-25=246/588,7-26=-8/21,26-27=-8/21,8-27=-8/21,8-9=-42/34 BOT CHORD 1-18=364/714,17-18=23/72,3-17=0/194,16-17=-647/1373,15-16=0/71,4-16=-43/302,14-15=-81/181,13-14=-164/468, 5-13=-216/159,13-28=-281/89,28-29=-281/89,12-29=-281/89,12-30=-22/8,11-30=-22/8,10-11=-192/708,7-11=-174/743 ,10-31=0/1,9-31=0/1 WEBS 3-16=-1162/558,4-14=-505/185,6-13=-303/792,6-12=-1040/532,7-12=-1144/482,8-10=-63/24 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 16 lb uplift at joint 9,427 lb uplift at joint 10 and 790 lb uplift at joint 12. 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 1 6730 T17 Piggyback Base 3 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Rum:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 11 19:28:24 2015'Page 1 ID:L57Lowd4 CysXHOUsN_DegzPugm-TiiGIVmZr9i8yHQ,r HJYfnbcXgHEdzD_31CjMz7Nvb 10-1-2 2-5.8 9-2-15 14-7-5 12-1-i1-6-0 26-0-0 2-5-8 1 6-9-7 5-4-6 6-10-11 4-6-0 6 8 10.00 12 5x8 1i A - 4 25 A.(' 1 Scale=1:58.7 \\016 3X4 II 23 4x6\\ 4 3 i, - 7.00 12 Itt 4x10 2 22 /2\/2\13: Ri 11 12 • 26 0 -_ _._ 4x5= 4x5 I,u .p (5 17 14 13 - 28 Bs nE , 2x4 I I 4x5= 44= 298#/90# 0-5-84-148) 3x5 I 0-3-8(081-10) 9 629#/-26# 13966501# 3x4= 10-1-2 12-1-2 9-1-2 2-5-8 9-1-8 11-4-011,5-0 17-3-8 17,4-0 26-0-0 25-8 1 6$-0 2-2.8 0-1-0 5-10.8 0-0.8 8.8-0 Plate Offsets(X,Y)- [1:0-2-4,0-1-7],[2:0-2-1,0-2-0],[3:0-3-4,0-0-12],[10:Edge,0-1-8],[11:0-3-8,Edge],[13:0-1-12,0-1-8],[14:0-2-4,0-1-0],[15:0-2-4,0-2-0],[16:0-3-4,0-1-8] LOADING(psf) SPACING- 2-0-0 I CSI. DEFL- in (loc) 1/deft L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.27 9-10 >376 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.54 9-10 >185 180 BCLL 0.0 * Rep Stress Incr YES WB 0.51 Horz(TL) 0.30 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:219 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP SS*Except* end verticals. B2:2x6 SP SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 6-11 SLIDER Left 2x4 SP No.3 2-3-13 WEBS 1 Row at midpt 8-9,2-15,5-11,7-10,7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer _Installation guide. REACTIONS. (lb/size) 1=629/0-5-8 (min.0-1-8),9=189/Mechanical,11=1250/0-3-8 (min.0-1-10) Max Horz 1=405(LC 12) Max Uplift1=-26(LC 12),9=-90(LC 9),11=-501(LC 12) Max Gray 1=629(LC 1),9=298(LC 24),11=1396(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-517/68,2-22=-705/0,3-22=-685/0,3-4=-474/16,4-23=-579/138,5-23=-538/157,5-6=-69/141,6-7=-58/118, 7-24=-10/0,24-25=10/0,8-25=-10/0,8-9=-115/79 BOT CHORD 1-17=-439/965,16-17=-11/51,2-16=-9/122,15-16=-829/1863,14-15=-37/39,3-15=20/253,13-14=-214/539, 12-13=-205/600,4-12=-223/175,12-26=-50/99,26-27=-50/99,11-27=-50/99,10-11=-115/402,6-11=-248/153, 10-28=-34/28,28-29=-34/28,9-29=-34/28 WEBS 2-15=-1262/600,3-13=-558/198,5-12=-346/907,5-11=-703/359,7-10=-284/174,7-9=-64/109 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=5.0psf;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 17-5-12 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,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 26 lb uplift at joint 1,90 lb uplift at joint 9 and 501 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 Job frus$ Truss Type Qty Ply 6730 T18 i Piggybadc 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 ti Tek Industries,Inc Thu Jun 11 1`1:28:24 2015'Page 1 ID:L57Lowd4 CysXHoUsN_DegzPugm-TiGIVmZr9i8yHQ7�rq tjYfnczXgbEcZD_31CjMz7Nvb 10-1-2 49.4 9-2-15 14-7-5 1Z-9i$,0 26-0-0 4-9-4 I 4-5-12 I 5-4-6 6-10-11 4-6-0 7 9 10.00 12 i $ — 22 23 Scale=1:57.6 4 11 3x4= 2x4 II • \iI1PIIP1 / \7.00 12N18 2x4 x4. - li 2 26 \27 �1 1i 15 14 r� 1 3x8= 2x4 I! 387#/--1200 0-5.816.148) 0-3-801.8) 10 693#/-53# 1164,20# 3x4= 10-1-2 12-1-2 9-1-2 9-2-15 { 11-4-011,5-0 17-19 174-0 28-4U USP;JUS24 I 9-2-15 2.1.1 04-0 510-8 04-8 848.0 Plate Offsets(X,Y)- [1:0-3-0,0-1-7],[11:0-1-12,0-2-0],[12:0-3-12,0-1-8],[13:0-2-12,0-2-8] 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 0.43 Vert(LL) -0.26 10-11 >383 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.50 10-11 >201 180 BCLL 0.0 * Rep Stress Inc- YES WB 0.60 Horz(TL) 0.02 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Mainz-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 purlins, 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=693/0-5-8 (min.0-1-8),10=321/Mechanical,12=1055/0-3-8 (min.0-1-8) Max Horz 1=405(LC 12) Max Uplift 1=-53(LC 12),10=-120(LC 9),12=-420(LC 12) Max Gray 1=693(LC 1),10=387(LC 24),12=1164(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-842/0,2-20=-915/77,3-20=-862/88,3-4=-720/17,4-5=-776/121,5-21=-852/236,6-21=-795/257,6-7=-42/0,7-8=-37/0, 8-22=-9/0,22-23=-9/0,9-23=-9/0,9-10=-110/77 BOT CHORD 1-15=-443/973,14-15=-37/0,13-14=-79/0,5-13=-261/197,13-24=-100/233,24-25=-100/233,12-25=-100/233, 11-12=76/274,7-12=-213/144,11-26=-32/63,26-27=-32/63,10-27=-32/63 WEBS 3-15=-377/219,4-15=-293/178,13-15=-312/930,4-13=-83/0,6-13=-406/1065,6-12=-686/353,8-11=-160/128, 8-10=-152/90 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 17-5-12 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,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 53 lb uplift at joint 1,120 lb uplift at joint 10 and 420 lb uplift at joint 12. 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 Oty' Pty 1 6730 T19 Piggyback Base 1'1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pent:7.620 s Apr 30 2015 WO Industries,Inc.Thu Jun 11 i 1:28.26 2015 Page 1 141 2 15-0-12 13-1-2 ID:L57Lowd4_CysXHoUsN_DegzPugrn-P4OW4vSa5hKOgWk]9Mi0Be4ssEKJ�'11S71WRNWJoFz7NvZ 14-7.5 19-10-12 26-7-8 14-5-8 17.4-0152.8 21.10.8 24-6.0 25-10-028-1-129-5-11 31-1-8 3311.8 4-9-4 9-2-15 12-4-12 13-8-12 160.8 17-10-8 20.6-8 23-2-0 25.4.826+1528-7-230.51133-1.8 39-3-8 44-11-0 1 4-9-4 4-5-12 3-1-13 '1.4- si rt 0-9-8 1-4-0 0.7.12 '13.81.4.0 0.5-8 -5.1 0-513 0-10-0 5-4-0 5-7-8 Scale=1:87.6 0.80.67 0-6-8 0-8-4 1-4-0 0-10-81-98 05,7 1-4-0 2-0-0 '0$134 q17 19 20 24 26 2961 t�B N35. 5x6= 10.00 12 7x6= 10, q� 8x14 M78SHS�� 3x6 8 T 36 WB wB WB w8 Vl WB V4 :10ii, 39 36 7x11 7.00 12 5x6 4 5 6 7111 15� 211�i,2_ 28 5x6 ° 64 ./ �� i� / 3x4- ' 44 li 3 3x4 ��`i 41 fO 12 X8 II Vrb , ij I �' 3x4 0 o 4x5= i �W 2 4-2 9 w1 437 io 0-3,8(01-08j 5z 51 0 3 8((4-z-1o, 0- 4-1 1.6 0 570U 3x4=3x4= 2233 ffi30# 47 45 44 112x.-346# 3x4= 3x6= 4x10= 17-0-0 15-0-12 19-1412 33-11-8 10-1-2 9-2-15 14-5-8 14,7-5 114.9 22.1-8 25.4-8 26-7-828.7.2, 31-1-8 33-1-8 39-3-8 44-11-0 9-1-2 9-2-15 5-2-8 0.1.14 04-02.612 {2-2-12' 3-3-0 1-3-01-11-10 2-6-6 240410,0 5-4-0 5-7-8 1 0-5-7 1-11-4 Plate Offsets(X,Y)- [1:0-3-0,0-1-7],[5:0-1-13,Edge],[6:0-3-8,0-1-12],[12:0-4-4,0-2-0],[16:0-5-0,0-2-8],[23:0-3-0,0-3-0],[28:0-5-0,0-2-0],[33:0-4-4,0-2-0],[38:0-2-8,0-2-8], [39:0-3-12,0-1-71,[41:0-1-12,0-1-8],[43:0-2-13,0-1-15] 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 0.83 Vert(LL) -0.25 51 >848 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.60 51 >347 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Inca' YES WB 0.83 Horz(TL) 0.63 49 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:386 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins. T3:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2*Except* WEBS Web Brace:Length(member) 8-4-4(28-45); B5:2x4 SP No.3 JOINTS 1 Brace at Jt(s):13,32,9,37,18,23,27 WEBS 2x4 SP No.3`Except* MiTek recommends that Stabilizers and required cross bracing W9:2x4 SP No.2,W4:2x4 SP SS be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=570/0-3-8 (min.0-1-8),43=1015/0-5-8 (min.0-1-8),49=2009/0-3-8 (min.0-2-10) Max Horz 1=318(LC 11) Max Uplift 1=-234(LC 12),43=-346(LC 12),49=-530(LC 12) Max Gray 1=570(LC 1),43=1129(LC 18),49=2233(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-796/58,2-3=-847/457,3-4=-680/383,4-5=-512/375,12-14=-22/354,14-17=-22/354,17-19=-36/340,19-61=-36/340, 61-62=-36/340,20-62=-36/340,20-22=-36/340,22-24=-36/340,24-26=-36/340,26-63=-36/340,29-63=-36/340, 29-31=-68/247,31-33=-68/247,39-40=-1198/560,40-41=-1382/580,41-64=-1639/626,42-64=-1740/612,42-43=-934/212, 6-8=-113/503,8-10=-47/472,10-12=-40/559,33-35=-42/357,35-36=-58/274,36-38=-24/291,5-6=-485/366,6-7=-769/441, 7-9=-949/493,9-11=-949/493,11-13=-949/493,13-15=-956/494,15-16=-956/494,16-18=-1253/594,18-21=-1253/594, 21-23=-1253/594,23-25=-1253/594,25-27=-1253/594,27-284-1253/594,28-30=-1330/611,30-32=-1330/611, 32-34=-1321/611,34-37=-1321/611,37-38=-1321/611,38-39=-1147/571 BOT CHORD 1-52=-258/691,51-52=-79/402,39-45=-15/375,48-65=-75/20,47-65=-75/20,46-47=-241/929,45-46=-241/929, 44-45=-454/1436,43-44=-454/1436,49-50=-187/52 WEBS 3-52=-377/218,4-52=-42/412,41-45=-514/227,41-44=0/199,12-13=348/53,32-33=-350/16,10-11=-1/78,8-9=-130/126, 36-37=-167/119,34-35=0/74,30-31=-54/418,14-15=-171/39,18-19=-211/41,16-17=-282/212,20-21=-49/57, 22-23=-26/27,28-29=-796/228,26-27=0/253,24-25=-137/34,48-49=0/159,16-49=-2036/686,50-51=-101/402,7-50=0/208 ,16-50=-182/758,28-47=-623/332,28-45=-81/216,16-47=-353/1329,4-51=-461/89 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=5.0psf;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 15-0-12,Exterior(2)15-0-12 to 19-6-11,Interior(1)9-11-6 to 44-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. Continued on page 2 Job Truss -"Truss Qty Ply 6730 T19 Piggyback Base 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 Mrrek Industries,Inc.Thu Jun 11,*1:28:26 2016 Page 2 ID:L57Lowd4_CysXHOUsN_DegzPugm-P40WHSa5hKO9 Wkj9Mi0Be4ssEKJgiSTWRNWJoFz7NvZ NOTES- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 234 lb uplift at joint 1,346 lb uplift at joint 43 and 530 lb uplift at joint 49. 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 I Truss 'Truss Type Qty Ply i A00215351 6730 I T20 Half Hip 1 1 ' Job Reference(optional) 1 Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Prim:7.620 s Apr 30 2015 AMTek Industries,Inc.Thu Jun 11 11:28:26 2015 Page 1 10-1-2 ID:L57Lowd4_CysXHoUsN_DegzPugm-P4OWwSa5hKOgWkj9Mi0Bils1iV8iagWRNWJoFz7NvZ 6-6-8 i 8-6-8 11-4-0 17-3-8 6-6-8 2-0-0 2-9-8 5-11.8 5x6= Scale=1:34.3 2 x 4 I 3x4= 4 5 17 18 6 T2 2x4 J f• tl ■ 7.00,12 3 \ \ I^ 16 \\ c ■ \ r u4 15 'rA 3x4 IA 5x8_ 0 2 2x4 1I c 1 0 MI 10 9 3x5 II 3x8= 2x4 II 0-510(92-8) 0-380) 686•/-146# 8-6-8 11-4-0 11,5-0 17-3-8 686•H-259# 8-6-8 2-9-8 0-1-0 5-10-8 Plate Offsets(X,Y)— [1:0-2-4,0-1-71,[4:0-1-4,0-2-41,[8:0-2-12,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 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 Incr 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 Uplift 1=-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=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)0-0-0 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 Truss Truss Type Qty Ply j A0021536. 6730 121 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 MTek Industries,Inc.Thu Jun 11 i 1:2827 2015 P 1 10-11-2 ID:L57Lowd4_CysXHoUsN_DegzPugm-uHxu7obkSdWX8ulLvQXQ1I5) khSR74fg1 FsKhz7NvY 6 9-0 8 9 0 10-11-8 17-3-8 I 6.9-0 2-0-0 2-2-8 6-4-0 4x5= Scale=1:34.4 4 2x4\\ •\ _ 3x5= 7.00 I 3 11111111115‘..4x5 6 16 �• j r.ito IN 15 � Ailli 3x4o i 5x8= 2 2x4 I I 4 ■ __AI 81 ICA lea 10 9 3x5 I I 3 x 8= 2x4 I I (15 -8) 0-3-%011_13) 686#/-159# 686#/-205#I 8-9-0 11 0 11.5-0 173$ 8-9-0 • 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],[5:0-2-8,0-0-8],[8:0-2-12,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 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 Incr YES WB 0.49 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (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 Uplift1=-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;VuIt=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;Enc.,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 Truss Type Qty •Ply ' A0321537 6730 722 Roof Speaal 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 MiTek Industries,Inc.Thu Jun 11 f 1:28:27 2018 Page 1 10-1-2 ID:L57Lowd4_CysXHoUsN_DegzPugm-uHxu7obkSdWX8ulLvQXQig 9kgsRwPfg1 FsKhz7NvY 6-9-0 8-9-0 11-5-0 12-11-8 17-3-8 6-9-0 2-0-0 2-8-0 1-6-8 4-4-0 4x5= Scale=1:34.2 4 PR 2x4\\ 2x4 7.00 12 3 5 17 e• 18 6 4x5= 7x4 I v ' ri r• :iii ci in 18 3x4. J 1 ri 2 .5x8= �. 1 4x5= 4 1 ii, 'N la —.Al N B1 •• 1 FISill 11 10 3x5 l 3x8= 2x4 I 0-544-8) 0 3ig:21123) 686•/-1691F 686#/-191# 8-9-0 11-4-0 11-5-0 17-3-8 8-9-0 I 2-7-0 0-1-0 5-10-8 I 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 CSI. DEFL in (loc) I/deft L/d 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 Inc: 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 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=-3916,5-9=-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 Ply A0021538 6730 7'23 Common 2 1 i Job Reference(optional) Buidmg Component Supply.Green Cove Springs,Ft. Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 11 11:28:27 2015'Page 1 10-1 2 ID:L57Lowd4 CysX1-t9p.sDl_DegzPugnwHxu7obkSdWXBu1LvQXQA109t011PR26fg1FsKhz7NvY i 4-6-4 i 8-9-0 12-10=8 17-3-8 4-6-4 4-2-12 4-1-8 4-5-0 4x5= Scale=1:33.9 4 A 7.00 12 ' 21 2x4 2x4 5 3 19 \\\ c, 22 \\ I 3x4 4x5 \ % 6 2 11 I ' /W3 \ % % 7 0 1 %. /i / i _ ..'/ ',..' 1L' lab 61 B ■ io Z CA 10 9 MI 3x4=3x4= 8 3x8 3x5 I 3x4= 0-5494-8) 0.5 (9=f8) 0-5W-8) 473#7-147# 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)-- [1:0-2-4,0-1-7),[4:0-2-8,0-1-12],[7:0-4-5,0-2-101 _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 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 1 1 WB 0.30 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 1 (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. _i 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 Grav1=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=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 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 Job ITniss A russ lype Qty Ply , 6730 1T24 Common Girder 1 1 A0021539. Guiding Component Supply,Green Cove S ! Job Reference(optional) Springs,FL Run:7.620 s Apr 30 2015 Pnnt 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 11 11:28:28 2019age 1x1.2 ID:L57Lowd4_CysXfijUsN_DegzPugm•MNGLBcMDxeNmltXT74VxLlt84GAVoovg?Qt8z7NvX W g0 12-11-14 i 2-0-0 I 4112 4-9-0 6-1-0 644 7-5-0 8-9-0 10-1-0 11-1-12 12-9-0 1580 176-0 2-0-0 282 0-2-14 140 0-341-0-12 I 1-4-0 11 1-4-0 11-0.12034 1.4-0 0-2-(14 282 2-0-0 4x5= Scale=1:35.2 �� 13 8 15 8 17 5 I 7.00 12 4x5= 4x5- • 18 4x12 2 �� 10 • i ��:►. �� ►Z:� fil •�� lil_ 19 354 iimmdmmmi�j ��we 20 c �� c w 1 �, 20 a, �tiY'�1 t. it - Iii; ;1 .0. E4 27 26 36 25 24 37 38 0 22 2 3x4= NAILED NAILED NAILED 3x4 23 3x4=3x5 , 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 2-0-0 644 11-1-12 15-6-0 17-6-0 2-0-0 4 44 } 4-9-8 4-4-4 2-0-0 i Plate Offsets(X,Y)- [1:0-1-10,0-1-7],[3:0-3-4,0-2-4],[7:0-5-0,0-2-0],[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) I/deft Ud 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/TPI2007 (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 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=iSOmph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional);porch left and right exposed;Lumber DOL=1.60 plate gnp 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.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 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) Job Truss Truss Type Qty Ply A00215401 6730 T25 Common 1 1 , Job Reference(optional) Budding Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pnnt 7.620 s Apr 30 2015 MTek Industries,Inc.Thu Jun 11 51:28:28 2015 Page 1 ID:L57Lowd4_C sXHoUsN D 10-1-2 Y egzPugm-MTVGL8d> e£1m1tXT72fjVxMP88iAZBovg?Ot8z7 vX i I 3-30 6-6-_0 3-3-0 3-3-0 4x5= Scale=1:17.4 3 7.00112 12 in 3x4 4 3x4 ! 2 5 0 lip 1 i NI ■:1 • d „ a 2xaii 3x5 I I 3x5 0318(04-8) 0-338(0-2-8) 2001M-10011 33 0 33-0 2G0#1160# Plate Offsets(X,Y)— f1:0-2-4,0-1-7],15:0-2-5,0-1-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 6-13 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 6-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 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 Uplift1=-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=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;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 Qt—ply '6730 T26 Common 1 1 A0021541I Building Component Job Reference(optional) g ponent Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 11 ti 1:28:28 2015 Page 1 1011.2 ID:L57Lowd4_CysXHoUsN_ zPugm MNGLBcMDxef��l1tT72fjVxM987SAZ7ovg?Q18z7NvX 3-3-0 3-3-0 I 3-3-0 4x5= Scale=1:15.8 2 1 7.00 12 r, N N ot 1di1 ! !lra1i ii ■ 2x4-i 3 2x4 Mieg1-1-8) 0-3-8(11 330 I 6-6-0 252#/-156# 3-3-0 330 252/N-156# LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 4-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 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) j 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.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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 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 Iruss Iruns type Uty Ply A00215421 6730 T27 Roof Special Girder 1 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.Thu Jun 11'11:28:29 2015 Page 1 ID:L57Lowd4_CysXHoUsN_DegzPugm-gf3eYUc FmENBSk1rZuFjUPXYIDWfy7KkzPaz7NvW 9-1-2 4-8-6 9-1-8 13-6-10 15-10-7 18-3-0 -7- 4-8-6 I 4-5-2 4-5-2 2-3-13 2-4-9 4 Scale=1:33.9 , WILED '0l� I 7.00 12 NAIL-„ . LED 2 3x4�i 1.I I r 3x4 • NAIL-^ 3 ► 5 NAILED _ 18�4 • 3 11!� r I 4 = 2x4 II 6 8 3x4 2 7• 1411111W N O I■ 1 • [B9 — 62 assr a&....141 24 13 25 26 12 27 1128 10 29 10324/-4090 NAILED 2x4 I NAILED NAILED 3x8= NAILED 3x4= 2x4 10x12= 3x6 I NAILED 0-5-8(0-1-8) NAILED USP THD26 1016#(492# 9-1-2 4-8-6 9-1-8 13-6-10 18-3-0 4-8-6 4-5-2 4-5-2 4-8-6 Plate Offsets(X,Y)- [1:0-3-0,0-1-7],[3:0-1-12,0-1-81,[5:0-1-12,0-1-81,[9:0-0-0,0-2-31,[9:1-2-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 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 244/190 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 Uplift 1=-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=-49711205 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=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 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 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(pIt) 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 Truss Type Qty Ply A0021543 6730 128 Root Special 1 1 I ' Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pent:7.620 s Apr 30 2015 ARTek Industries,Inc.Thu Jun 11411.28.29201S Page 1 ID:L57Lowd4_CysXHOUsN_DegzPugm-gf3eYUc_FmENBSk1rZuFjUSKYILvvayZK1�p az7NvW 9-1-2 7-0-0 9-1-8 13-10-7 18-3-0 y 7Z 7-0-0 i 2-1-8 4-8-15 4-4-9 4 Scale=1:31.4 2x4\\ 7.00 12 3 16 15 • 5 4x5= 2x4 6 ap . ■ 14 ■ 3x4 G 'rt A 2 a' 1 a a . B1 n B2 , IMI 10 1 9 8 724*-199# 3x5 !1 3x8= 3x4 3x4= a5(21$) 9-1-2 724#/-1810 9-1$ 18-3-0 USP JUS24 I 9-1-8 I 9-1-8 1 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 0.45 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 Uplift 1=-181(LC 12),7=-199(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-693/0,2-14=-944/279,14-15=-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=S.Opsf;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)0-0-0 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 A0021544 6730 729 Roof Spade/ 1 1 I Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pent 7.620 s Apr 30 2015 MiTek Industries.Inc.Thu Jun 11 11:2829 2015,Pagpe�1�� ID:L57Lowd4CysXHoUsN_DegzPugm-gf3eYUc_FmENBSk1rZuFjUSkYlKvory Rraz7NvW 9-1-2 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 x = 2 x 4\\ 3x4 I I 3 5 4x5= 6 7.00112 15 •• , 7 J 3 14 /m ws 3 \\ 3x4% \ // 2 // 1 / 1 a L. 81 I IJ B2 `J.) 1- 9 8 724q-209# 3 3x4= x8= 3x4= 3x5 11 "OP-t8) 9-1-2 724#/-171# 9-1-8 18-3-0 USP JUS24 i 9-1-8 I 9-1-8 Plate Offsets(X,Y)– [1:0-24,0-1-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.15 7-9 >999 240 1 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=-284/744 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=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 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 I russ i cuss Type :Qty Ply 6730 i 730 Roof Special Girder I 1 1 , A0021545 JOb Budding Component Supply,Green Cove Springs,FL Run:7.620 s s Apr (optional) r ace Apr 30 2015 Print 7.620 s Apr 30 2015 AYTek Industries,Inc Thu Jun 11111:28:30 2015 Page 1 9-1-2 ID:L57Lowd4_CysXHOUsN_DegzPugm•Isd1 mgdckYu5?L1 wbY57ow0VVDycV1/W5 l_UWx0z7NW 4-8-6 9-1-8 9-10-7 14-11-5 21-1-11 27-11-0 ' 4-8-6 4-5-2 0-8-15 5-0-15 6-2-5 6-9-5 Scale=1:49.4 4x10= NAILED NAILED 5 A 2x4 I I A NAAAED NAlkED7x10= 4' 22 23 6 7 8 24 25 26 9 7.00 12 RA 12 is om 0 n't1 Tal nn 3 / iN Nwg' VV7 r V1 21 ,n 4 1 VVG r 0 1 2`;1• 4 nn —182 no nn nn :. 15 14 13 12 27 28 11 29 30 31 10 4x5 II 2x4 II 5x8 WB= THD26 7x10— NAILED NAILED 0-5-8(0-1-12) 0-35(0-15) 1483#/-443# NAILED NAILED 1738#/-671# 9-1-2 12-1-2 l 4-8-6 8-5-8 }9-10-7. 14-11-5 i 21-1-11 27-11-0 4-8-6 3-9-2 1-4-15' 5-0-15 6-2-5 6-9-5 Plate Offsets(X,Y)– [1:0-2-8,0-0-7],[3:0-1-12,0-1-8],[4:0-6-8,0-2-0],[9:0-3-8,Edge],[11:0-5-0,0-4-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.22 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.45 11-13 >739 180 BCLL 0.0 * Rep Stress Incr NO WB 0.99 Horz(TL) 0.14 21 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:177 lb FT=20% LUMBER- BRACING- TOP — CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except BOT CHORD 2x4 SP No.1"Except* end verticals. B2:2x6 SP SS BOT CHORD Rigid ceiling directly applied or 6-2-13 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 9-11 OTHERS 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=1483/0-5-8 (min.0-1-12),21=1738/0-3-8 (min.0-1-8) Max Horz 1=224(LC 32) Max Uplift 1=-443(LC 8),21=-671(LC 5) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1267/292,2-3=-2361/739,3-4=-2183/741,4-5=-19/0,4-22=-2597/942,22-23=-2600/942,6-23=-2604/941, 6-7=-2125/798,7-8=-2125/798,8-24=-2125/798,24-25=-2125/798,25-26=-2125/798,9-26=-2125/798,10-16=0/140, 9-16=0/140 BOT CHORD 1-15=-783/1970,14-15=-783/1970,13-14=-700/1857,12-13=-939/2599,12-27=-936/2592,27-28=-943/2610, 11-28=-942/2611,11-29=-56/125,29-30=-56/125,30-31=-56/125,10-31=-56/125 WEBS 3-15=0/92,3-14=-245/169,4-13=-396/1068,6-13=-127/135,6-11=-616/286,8-11=-345/340,9-11=-956/2586, 4-14=-77/287 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);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)21 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 443 lb uplift at joint 1 and 671 lb uplift at joint 21. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)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. 11)Fill all nail holes where hanger is in contact with lumber. 12)"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. 13)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 ■ russ NsS ype a I•1y A00215451 6730 T30 I Roof Special Girder 1 1 I Job Reference(optional) L Component Supply,Green Cove Spnngs•FL Run:7.620 s Apr 30 2015 Print 7620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 11 91:28:30 2015 Page 2 ID:L57Lowd4_CysXHOUsN_DegzPugm-IsdlmgdckYu5?L1wbY57owOWDycWeE45M UWx0z7NW 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=-60,4-22=-20,9-22=-60,10-17=-20 Concentrated Loads(lb) Vert 7=56(F)24=56(F)25=56(F)26=56(F)27=-1119(F)28=-29(F)29=-29(F)30=-29(F)31=-29(F) ■ N5S ype • "Y A0321546I .. I FUSS ' T31 I Half Hip 1 ' 6730 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 MiTek Industries,Inc.Thu Jun 11'11:28:30 2015 Page 1 ID:L57Lowd4_CysXHoUsN_DegzPugm-IsdlmgdckYuS?L1wbY57owOXXyeoil.gpWxOz7NW 16-1-9 21-10.8 27-11-0 9-1-2 5-4-1 I 10-4-9 5 9-0 5-9-0 6-0-8 L 5.4-1 5-0-9 Scale:1/4"=1' 4x5= 5x6= 4 22 23 24 5 6 7 8 IM 72 w is 7.00 TIT / ---; 21 / \ / \ 0 19 °D 2 1 / T O \ i 5 {3 81 117 Y 82 0 . 13 12 11 25 26 10 27 28 9 3x5= 3x6 i 2x4 II 3x8= 3x5=-1 8) 0-5-8(0-1-8)1#/-2 1 1122#/-385# 1121#/-261# 12-1-2 9-1-2 19-0-1 27-11-0 5-4-1 I 10-4-9 1 8-10-15 5-4-1 5-0-9 8-7-7 Plate Offsets(X,Y)— [1:0-2-12,0-1-111,[3:0-1-12,0-1-81,18:0-3-0,0-3-01,[9:Edge,0-1.8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip IDOL 1.25 TC 0.87 Vert(LL) -0.13 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.34 9-10 >995 180 BCLL 0.0 * Rep Stress lncr YES WB 0.54 Horz(TL) 0.14 19 n/a n/a Weight:169 lb FT=20% BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc purlins, except end verticals. BOT WE BS 2x4 SP No.3 CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-9 oc bracing. WEBS WEBS T-Brace: 2x4 SP No.3-5-12,7-9 S 2x4 SP N Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") SLLIDER IDER Left ft 2xx 4 SP P No.3 1-6-0 nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer ! Installation guide. _ I REACTIONS. (lb/size) 1=1111/0-5-8 (min.0-1-8),19=1088/0-3-8 (min.0-1-8) Max Horz 1=249(LC 12) Max Uplift 1=-261(LC 12),19=-385(LC 9) Max Grav1=1121(LC 17),19=1122(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-922/160,2-20=-1719/496,3-20=-1624/509,3-21=-1440/447,4-21=-1374/470,4-22=-1210/454,22-23=-1210/454, 23-24=-1210/454,5-24=-1210/454,5-6=-1120/363,6-7=-1120/363,7-8=-73/21,9-14=-297/1000,8-14=297/1000 BOT CHORD 1-13=-622/1484,12-13=-622/1484,11-12=-460/1240,11-25=-460/1240,25-26=-460/1240,10-26=-460/1240, 10-27=-309/857,27-28=-309/857,9-28=-309/857 WEBS 3-13=0/152,3-12=-443/203,4-12=-61/412,5-12=-166/100,5-10=-350/238,7-10=-130/642,7-9=-1191/439 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)0-0-0 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)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)19 considers parallel to grain value using ANSI/1'P'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 261 lb uplift at joint 1 and 385 lb uplift at joint 19. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Job -MSS truss Type Qty Pry A0021547 6730 ,T32 JadaClosed Girder 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.Thu Jun 11'11:28:31 2015 Page 1 912 ID:L57Lowd4_CysXHoUsN_R Pugm-m2BPzAeEVSOydVb68FcML8ZsEL2VNpGFbeD4TSz7NvU 3-4-0 6-8-0 3-4-0 3-4-0 2x4 I Scale=1:34.1 3 7 Fir • • 3 4 11111 i III - IliMi 7 8 5 9 1139#1-423# 4 0-. (0-g2-2) 6x6-= THD26 4x5= 17M/-THD26 THD26 USP THD26 9-1-2 9-1-2 I 3 4-0 I 3-4-0 Plate Offsets(X,V)— [1:0-1-12,0-1-81,[2:0-1-8,0-1-8],[5:0-3-0,0 4-8] 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 0.17 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 8),4=-423(LC 8) FORCES. (lb)-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=l3Omph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;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),T29(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(lb) Vert:7=-1012(B)8=-704(B)9=-704(B) Job Truss Truss Type Qty Ply 16730 T37 ,Piggyback Base Girder 1 , 3 Job Reference(optional) Bulking Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 11 ti 1:28:31 2015 Page 1 912 ID:L57Lowd4_CysXHoUsN_DegzPugm-m2BPzAeEVs0y�VnlycML8Z17L_DNh4FbeD4TSz7NvU 5-7-6 10-11-8 I 16-3-14 $ 1812 , 22-1-7 27-11-0 5-7-6 5-4-2 5-4-6 4 2-4-14 5 3-4 -11 6 5-9-9 7 10.00,12 6x8 �r _ K 7= Scale=1:65.4 .11; 4x5 i ,i 3 , 1...1 7.00 12 �' I q 3x4 2 19 o} 1 M 1 al to ti 1'Itlt■III�1111-i/-Ti■III�IIi11I•u' lI∎III IIIMIII∎M: - d z THD26 14 THD26 THD26 13 12 21 THD26 11 10� 9 23 8 0-f 2x4 i 4x6= 3x5= 7x6= 6x8= 0-38401-9) 632 THD26 3x4= THD26 THD26Spedal 6138#/-2215# THD26 THD26 Special 9-1-2 12-1-2 5-7-6 10-11-8 16-3-14 $ 1 1812 . 22-1-7 27-11-0 I 5-7-6 5-4-2 5-4-6 2-4-14 3-4-11 5-9-9 Plate Offsets(X,Y)- [1:0-0-0,0-1-9],[2:0-1-12,0-1-81,[4:0-1-8,0-1-121 15:0-2-0,0-2-01,[7:0-3-8,Edgel,[9:0-1-12,0-1-121 110:0-3-0.0-4-12],[11:0-1-12,0-1-8],[13:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud f 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 Incr NO 1 WB 1.00 Horz(TL) 0.19 19 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (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 Grav1=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.Opsf. 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 Ply 16730 T37 Piggyback Base Girder 1 3 Job Reference(op Tonal) Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 11`11:28:31 20?5 Page 2 ID:L57Lowd4_CysXHoUsN_DegzPugm-m2BPzAeEVsOydVb68FcML8Z17L DNh4FbeD4TSz7NvU 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) Job Truss Truss Type Qty Ply A0021551! 6730 T38 Jack-Open Girder 2 1 Job Reference(optional) Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 s Apr 30 2015 W Tek Industries,Inc.Thu Jun 11'11:28:31 2016 Page 1 9-1-2 ID:L57Lowd4_CysXHoUsN z_rgm-m2BPzAeEVsOydVb68FCML8Zq_L4gNwjFbeD4TSz7NvU - - 4-0-0 4-0-0 Scale=1:17.2 3 n X' • 219#/-46# 7.00112 128#/-84# 0-5-8(0-1-8) 3x4 T1 2 � r 1 � 9 4 IMIPPA NAILED 106#636# 3x5 II 9-1-2 9-1-2 11-7-13 4-0-04 Plate Offsets JX,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 0.32 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 Incr NO WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/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 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 Uplift 1=-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 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=oft;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) • IJob Truss ;Truss Type Qty Ply A0021552' 16730 T39 Monopich Supported Gable 1 2 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 MiTex Industries,Inc.Thu Jun 11 1 1:28:31 2016 Page 1 9-1-2 ID:L57Lowd4 CysXHoUsN_DegzPugm-m tdL 2BPzAeEVsOydVb68FcML8ZAfNwxFbeD4TSz7NvU 3-10-8 3-10-8 Scale=1:15.2 3 2x4 II 7.00;12 2x4 II 2 1 B1 ■ U ...................................................................................... 5 4 „2xg 2x4 (0-1-8) 2x4 (0-1-8) 78#10# 208#/-88# 13#/-5# LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 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 Incr YES WB 0.05 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (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 I 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=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II; Exp C;Enc.,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 Oty Ply A0021553 16730 T40 ,Jack-Closed 2 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. Thu Jun 11'11:28:32 2015 Page 1 9-1-2 ID:L57Lowd4_CysXHoUst ggzPugm-EEInAVfsGA8pEfAJ¢7btL60VIUp6NzOplzd0vz7NvT 310-8 3-10-8 Scale=1:16.8 3 2x4 II 7.00112 9 . 3x4 2 1 , III B7 4 160#/-73# 0-5-e( 5-) 2x4 I I 17 9-1-2 3-10-8 3-10-8 Plate Offsets(X,Y)— 11:0-2-4,0-1-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 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/TPI2007 (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 Upliftl=-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=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 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 Job Truss Truss Type Uty Ply 1 A0021554; 6730 741 Monopilch Supported Gable 1 1 Job Reference(optional) I Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 11'11:28:32 2015 Page 1 9-1 2 ID:L57Lowd4_CysXHoUsN_DegzPugm-EEInAVf5GA6pEfAJ Iz7btL62uIWf6N4OpIzdOvz7NvT 5-7-0 11 I 5-7-0 Scale=1:20.9 4 2x4 II I 2x4 7.0051 3 2.411 2 1 iile c�1 61 ■1 7 6 5 2x4 2x4 1 2x4 I 2x4 I 9-1-2 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.25 1 BC 0.06 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (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 i 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 Grav5=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.Opsf;BCDL=S.Opsf;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.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 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 Job Truss Truss Type Qty Ply A0021555 116730 742 Jacic-C used 2 1 1 ` Job ReferenceJoptional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 Wok Industries,Inc.Thu Jun 11'11:28:32 2015 Page 1 9-1-2 ID:L57Lowd4_CysXHoUsN_I e$zf ugm-EEInAVf sGA8pEfAJ iz7b1L6zw1R06NzOplzd0vz7NvT 5-7-0 I 5-7-0 2x4 11 Scale=1:22.4 4 3 II 7.00 12 j' 11 3x4 2 1 111 d' '1 B1 1 �� 24C/-108# 3x5 II 2xx 5 0-5-8(0-1-8) 21177# 9-1-2 5-7-0 I 5-7-0 Plate Offsets(X,Y)— 11:0-2-4,0-1-7] 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 0.43 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 Incr YES WB 0.00 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (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 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 i Installation guide. _ I REACTIONS. (lb/size) 1=212/0-5-8 (min.0-1-8),6=224/Mechanical Max Horz 1=132(LC 12) Max Uplift1=-7(LC 12),6=-108(LC 12) Max Grav1=212(LC 1),6=240(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-287/131,2-11=-95/78,3-11=-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=101 mph;TCDL=5.Opsf;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)0-0-0 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.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 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 6730 743 Jack-Open Girder I1 1 I ' Job Reference(optional) Striding Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc.Thu Jun 11 If 1:28:32 2015 Page 1 9-1-2 ID:L57Lowd4_Cys)t1ol�sN_DegzPugm-EEInAVfsGA8pEfAJiz7btL6?illJ6NWOpIzd0vz7NvT 4-3-0 4-3-0 Scale=1:22.8 2 2x4 II 7.00 12 1 c9 3x4-i 1 a illbliti NM . =� 5 6 0-� ) NAILED NAILED 3x491-202# 2811117# 9-1-2 4-3-0 USP JUS24 4-3-0 Plate Offsets(X,Y)-11:0-1-12.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Lid 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 i 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 Horz4=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=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);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 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 Truss Type Qty Ply A0021557 6730 T44 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 MiTek Industries,Inc. Thu Jun 1111:28:33 2016 Paw 1 10-1-2 ID:L57Lowd4_Cy5XHoUsN_DegzPugm-iRJ9OrgUITGgspIVGgegQZeD?9s2rgPX2yiAYLz7NvS 4-0-0 4-0-0 Scale=1:15.5 3 2x4 1 7.00 r-IT 2.4 I Pal 2 PIA 1 • • 5 4 14-! 2x4 I I 2x4 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 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 I 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=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;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 3-10-4 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 20.0psf 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 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 Job !PUSS truss Type I Qty I Ply A0021558 6730 T45 Jack-Closed I2 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 MiTek Industries,Inc.Thu Jun 11 t!1:28:33 2016 Page 1 10-1-2 ID:L57Lowd4_CysXHoUsN_q P ugm-IRJ9OrgU1TGgspIVGgegQZeBF9g2rqDX2yiAYLz7NvS 4-0-0 4-0-0 Scale=1:17.2 2x4 I I 4 3 7.00'12 •' 11 ., 3x4* T1 W1' 2 1 1 5.' • • I . B1 • \, ti 6 173#/-80N 5 0-5-8(W-8) 2xa 1ni=�t 10-1-2 i I Plate Offsets(X,Y)— [1:0-2-4,0-1-71 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) 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 Incr 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 I 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=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 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.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 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 6730 T45 Jade-Open Girder 1 1 Job Reference(optional) Bulking Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pri s Apr 30 2015 MiTek Industries,Inc.Thu Jun 11 11:28:33 2016 Page 1 10.1.2 ID:L57Lowd4 CysXHoU�gzPugm-iRJ9OrgU1TGgsplVGgegQZe8N9kxrgDX2yiAYLz7NvS 2-5-8 4-3-0 I 2-5-8 1-9-8 Scale=1:17.9 4 327//-109# 7.00 12 3x4 :I 147ir/-890 0-5-8(0-1-8) 3 3X4 c� r 2 N 1 B3 o : _ '� 4x5 II l 153NJ-700 ' L■ �/ 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)– [1:0-2-1,0-1-7],[3:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 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 Ina 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=-1621274,6-7=-145/254,3-6=-91/150,5-6=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)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) IJob truss Truss type 'Qty Ply i i 6730 747 Rat Girder 1 1 Building Component Supply,Green Cove Springs,FL ob Reference(Optional) Run:7.620 s Apr 30 2015 Pont P 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 11'11:28:33 2016 Pawl 19-7-0 ID:L57Lowd4sXkloUsN—DegzPugm-iRJ9OrgUlTGgspNGgegQZeAk9mMr10X2yiAYLz7Nv5 1-10-0 3-8-0 1-10-0 I 1-10-0 ' 13x4= 2 3 Scale=1:24.8 ■ ■ ■ [ pi, 11111M NM i MTllll1.121 11 fill ES I � 8 5 9 0 X0--55- (�0-2-�) 7x10= THD26 4q�y(10-2--6) " ir0- 26 THD26 1g.7.j 1-10-0 3-8-0 THD26 1-10-0 I 1-10-0 Plate Offsets(X,Y)— [5:0-5-0,0-4-12] LOADING(psi) SPACING- 2-0-0 CSI. ! DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.01 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.02 5-6 >999 180 BCLL 0.0 * Rep Stress Ina NO WB 0.33 1 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight 43 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 I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=1717/0-5-8 (min.0-2-0),4=2014/0-4-0 (min.0-2-6) Max Uplift6=-666(LC 4),4=-779(LC 4) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-6=-870/350,1-2=-332/128,2-3=-332/128,3-4=-870/350 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=-338/875,2-5=-109/109,3-5=-338/875 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)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 666 lb uplift at joint 6 and 779 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 spaced at 2-2-0 oc max.starting at 1-4-4 from the left end to 3-6-4 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)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=-727(B)7=-1004(F)8=-727(B)9=-1004(F) :Job Truss Truss Type Qty Ply 16730 T62 Monopitch Structural Gable I 1 1 , Building Component Supply.Green Cove S Job Reference(optional) g pangs,FL Run:7.620 s 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 11'11:28:34 2015 Page 1 18-5-0 ID:L57Lowd4_CysXHoUsN_DegzPugm-AdtXbBg7onOXUzi hg093ymBLNZ9gaFkhHafyljF7NvR 5-1-8 7-1-0 8-5-0 11-1-0 15-1-0 19-1-0 5-1-8 1-11-8 1-4-0 2-8-0 4-0-0 4-0-0 Scale=1:31.4 8 27 • •• 7 • • • 6 • • • 0 . a 3.00 12 4x6 5 i ' CI' 2 3 4 • • ST TS e• goo ST2 S 4x5 16 61 • 7: I-7 — -- 1 • J B2 — __ -- �:::::::::v:�:�:::0::'�::::�::::::::::::�:':�:::::::::::::ir.i�iiirr�:4�Pc::::i��i***r.��i��P:::i��***i��D� • h 5x6= N 8 i 19 18 17 16 15 14 13 12 11 10 9 OMR 20 3.00 12 045E6031-8) (0-1-9) (0-1-9) (0-1-9) (0-1-9) (0-1-9) (0-1-9) (0-1-9) (0-1-9) (0-1-9) (0-1-9) (9817 16 ;N;: 5-1-8 t, t:. ::U;: 5 1 4. :.d;: t.4:.- .. ::.4: 9 1 r• :: r:: ';,. •l# 5-1-8 1-11-8 1-4-0 2-8.0 4-0-0 4-0-0 Plate Offsets(X,Y)— [2:0-2-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.02 19-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.05 19-20 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.11 Horz(TL) -0.00 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 100 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. i REACTIONS. (lb/size) 20=161/0-5-8 (min.0-1-8),9=110/13-11-8 (min.0-1-9),19=425/13-11-8 (min.0-1-9),18=9/13-11-8 (min.0-1-9),15=232/13-11-8 (min.0-1-9), 12=290/13-11-8 (min.0-1-9),10=20/13-11-8 (min.0-1-9),11=28/13-11-8 (min.0-1-9),13=27/13-11-8 (min.0-1-9),14=27/13-11-8 (min.0-1-9), 16=26/13-11-8 (min.0-1-9),17=167/13-11-8 (min.0-1-9) Max Horz 20=198(LC 8) Max Uplift9=-61(LC 8),19=-225(LC 8),18=-9(LC 1),15=-116(LC 8),12=152(LC 8),17=-79(LC 8) Max Grav20=161(LC 1),9=110(LC 1),19=425(LC 1),18=62(LC 8),15=232(LC 1),12=290(LC 1),10=53(LC 3),11=53(LC 3),13=53(LC 3),14=53(LC 3), 16=52(LC 3),17=167(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-20=-139/80,8-9=-94/83,1-26=-224/121,2-26=-217/135,2-3=-154/83,3-4=-123/47,4-5=-133/62,5-6=-107/51, 6-7=-75/36,7-27=-40/0,8-27=-18/17 BOT CHORD 19-20=-236/185,18-19=-7/7,17-18=-7/7,16-17=-7/7,15-16=-7/7,14-15=-7/7,13-14=-7/7,12-13=-7/7,11-12=-7/7, 10-11=-7/7,9-10=-7/7 WEBS 1-19=-209/266,2-19=-340/248,4-18=-66/34,6-15=-205/129,7-12=-264/173,5-17=-137/93 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 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 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)Bearing at joint(s)20 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 61 lb uplift at joint 9,225 lb uplift at joint 19, 9 lb uplift at joint 18,116 lb uplift at joint 15,152 lb uplift at joint 12 and 79 lb uplift at joint 17. 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 1 Qty Ply 6730 T63 Monoptcf 14 1 I Component Supply, 1 Job Reference(optional) ' Budding po pply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 Wed Industries,Inc.Thu Jun 11 11:28:34 2016 Pape 1 18-15-0 5-1-8 11 11$ I1157Lowd4_CysXHoUsN_DegzPugm-Ad1XbBg7on0XUzi hg093ymBFBZ1na5uh Imtnz7NVR 5-1-8 19-1-0 6 10-0 7-1-8 3.00 12 §cale=1:31.6 11 'J 3x4 4 3x5 rr on i I,� 3x4= 3 rli 2 10 Ms �'4 y 5x8 1�1 o 1 B2 ► 8 7 1 4 1� 7x10= 4x5= 3x4= 2 t MI 9 3x4 !I 3.00 12 0-M1-8) 0-5-lem) 752#/-200# 5-1-8 I 11-11-8 19-1-0 7521N-27011 5-1-8 6-10-0 I 7-1-8 Plate Offsets(X,Y)— [1:0-3-0,0-2-4],[5:0-2-0,0-0-8] 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 0.70 Vert(LL) 0.37 7-8 >608 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.78 7-8 >290 180 BCLL 0.0 * Rep Stress Incr YES WB 0.74 Horz(TL) 0.25 6 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 2-2-5 oc purlins, except BOT CHORD 2x4 SP No.2`Except' end verticals. B2:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-3-12 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 2-7,4-6 W2:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing ' be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=752/0-5-8 (min.0-1-8),6=752/0-5-8 (min.0-1-8) Max Horz 9=212(LC 8) Max Uplift9=-200(LC 8),6=-270(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-9=-747/300,1-10=-3747/1274,2-10=-3702/1280,2-3=-1602/443,3-4=-1575/453,4-11=-87/0,5-11=-28/14,5-6=-168/136 BOT CHORD 8-9=-326/354,7-8=-1396/3503,6-7=-553/1528 WEBS 1-8=-1112/3284,2-8=-118/496,2-7=-1988/848,4-7=-24/499,4-6=-1591/576 NOTES- 1)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)0-1-12 to 3-1-12,Interior(1)3-1-12 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)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 200 lb uplift at joint 9 and 270 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 Tti—Type yt�Ply i 6730 ,T64 Monopitch I2 O 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.Thu Jun 11'11:28:34 2015 Page 1 18 5-0 ID:L57Lowd4_CysXHoUsN_DegzPugm-AdtXbBg7onOXUzKhgO93ymBFGZ1va5 �k4nz7NvR 5-1-8 1 11-10-12 18-11-8 5-1-8 6-9-4 7-0-12 - 3.00 12 5 Scale:3/8".1' 2..t 11 3x4 s 4 a 3x5 s. ir � W8 3x4 , f 2 10 r�.l 5x8 s 1 mi. ■ 1 �� _B2 d 2- a 8 7 747N-2680 '9 N 7x10= 4x5= 3x4- 1. ►M ►M 9 3.00 ri1 USP THD26 3 x 4 I I 0-5-8(0-1-8) 74843-099# 19-7-0 5-1-8 11-10-12 18-11-8 5-1-8 6-9-4 I 7-0-12 l Plate Offsets(X,Y)— [1:0-3-0,0-2-4],[5:0-2-0,0-0-12] 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) 0.36 7-8 >615 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.76 7-8 >293 180 BCLL 0.0 * Rep Stress lncr YES WB 0.73 Horz(TL) 0.25 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight 95 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins, except BOT CHORD 2x4 SP No.2`Except` end verticals. B2:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-4-2 oc bracing. WEBS 2x4 SP No.3'Except` WEBS 1 Row at midpt 2-7,4-6 W2:2x4 SP No.2 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. i REACTIONS. (lb/size) 9=747/0-5-8 (min.0-1-8),6=747/Mechanical Max Horz 9=210(LC 8) Max Uplift9=-199(LC 8),6=-268(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-9=-742/299,1-10=-3712/1262,2-10=-3668/1268,2-3=-1589/439,3-4=-1562/450,4-11=-86/0,5-11=-28/14,5-6=-166/135 BOT CHORD 8-9=-325/352,7-8=-1383/3470,6-7=-549/1516 WEBS 1-8=-1100/3251,2-8=-116/492,2-7=-1968/839,4-7=-24/496,4-6=-1578/571 NOTES- 1)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 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)9 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 199 lb uplift at joint 9 and 268 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 Ply 6730 T65 !Morwptdr 8 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 Wrek Industries,Inc.Thu Jun 11 11:28:34 2016 Page 1 185-0 ID:L57Lowd4_CysXHoUsN_DegzPugm Kh -AdtXbBg7on0XUzgO93ymBFIZ1ya5Wk4nNV z7R 5-1-8 11-10-8 18-11-0 5-1-8 6-9-0 7-0-8 ' . 3.00 12 5 Scale:3 /8"=1' 11 3x4= 4 3x5: � WI ,Nl V. VY5 3x4 S` 'a/ _...iwlIllIll rl 2 10 i i► x8 1111= El . B2 • ►IK 7 9 .- 7X10— 4X5= 3X4= et 9 3.00112 3x4 0-5-8(0-1-8) 0-5-8(0-1-8) 77816999# 74502681F 5-1-8 11-10-8 18-11-0 5-1-8 I 6-9-0 I 7-0-8 Plate Offsets(X,Y)— [1:0-3-0,0-2-41,[5:0-2-0,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.36 7-8 >617 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.76 7-8 >295 180 BCLL 0.0 * Rep Stress Ina YES WB 0.73 Horz(TL) 0.25 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I (Matrix-M) Weight:95 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-12 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B2:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-4-4 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 2-7,4-6 W2:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=745/0-5-8 (min.0-1-8),6=745/0-5-8 (min.0-1-8) Max Horz 9=210(LC 8) Max Uplift9=-199(LC 8),6=-268(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-9=-740/298,1-10=-3701/1258,2-10=-3656/1264,2-3=-1584/438,3-4=-1558/449,4-11=-86/0,5-11=-28/14,5-6=-166/135 BOT CHORD 8-9=-324/351,7-8=-1378/3459,6-7=-547/1511 WEBS 1-8=-1097/3240,2-8=-116/491,2-7=-1961/837,4-7=-24/495,4-6=-1574/570 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)0-1-12 to 3-1-12,Interior(1)3-1-12 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 five 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)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 199 lb uplift at joint 9 and 268 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 fuss ype 0'y 6730 T66 Monopitch Structural Gable 1 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 MiTek Industries,Inc.Thu Jun 11'11:28:35 2015 Pape 1 18-5-0 ID:L57Lowd4_Cys XHoUSN_DegzPugrn-fpQvpXhIZ5W056vuN5gIV kW3zVwJi_gV GaIr(F�7NvQ 5-1-8 6-11-0 8-3-0 9-7-0 i 10.11-0 12-3-0 } 13-7-0 14-11-0 i 18-11-0 I 5-1-8 1-9-8 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 4-0-0 Scale=1:31.1 11 1 27 m - 10 ■ I 9 ■ 8 7 • 6 2 r W1 A 3.00 122 4x6 5 • $ '} 4 ■ ST 1 2 3 ■ WO•• el • 26 Ill 1,1111 ,r VV5 ii 4x5 -- _ B2 _ u _ 1 _ .♦:. : :: '��wwPVVV :: X11::4JPw:702:2 �:P::: ;•..v:2;PVP.:::: :4....:P:PV:::•i - ..:.:•...............•••••••••••••:❖:..•:.:.:.........:.........:..:........::..:..:..::............:......:::.........:.........:...•:..•.•.•..:•.•.•..:•.:.•.••••• 4 s :, N 5x6 d r 22 21 20 19 18 17 16 15 14 13 12 23 3.00 12 0100f0:11-8) (0-1-9) (0-1-9) (0-1-9) (0-1-9) (0-1-9) (0-1-9) (0-1-9) (0-1-9) (0-1-9) (0-1-9) (00199 161#1fgf 5-7-8 429#4.21n 11-0 ffi#/-2n-3-4401f1-618 tan's%! 1073/-3118- l8/11.d4Y�7 057att 194-1 po2Re 54#Jni18-1143M/011 11fuaA5fe 5-1-8 1-9-8 1-4-0 2-8-0 1-4-0 ' 1-4-0 1.4-0 4-0-0 Plate Offsets(X,Y)- 12:0-2-8,0-1-8] 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 0.31 Vert(LL) -0.02 22-23 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.05 22-23 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) -0.00 12 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 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 f MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 23=161/0-5-8 (min.0-1-8),12=116/13-9-8 (min.0-1-9),22=429/13-9-8 (min.0-1-9),15=255/13-9-8 (min.0-1-9),13=20/13-9-8 (min.0-1-9), 14=28/13-9-8 (min.0-1-9),18=107/13-9-8 (min.0-1-9),21=-20/13-9-8 (min.0-1-9),20=140/13-9-8 (min.0-1-9),19=100/13-9-8 (min.0-1-9), 17=118/13-9-8 (min.0-1-9),16=37/13-9-8 (min.0-1-9) Max Horz 23=196(LC 8) Max Upliftl2=-65(LC 8),22=-230(LC 8),15=-129(LC 8),18=-37(LC 8),21=-20(LC 1),20=-61(LC 8),19=-32(LC 8),17=-44(LC 8) Max Grav23=161(LC 1),12=116(LC 1),22=429(LC 1),15=255(LC 1),13=53(LC 3),14=54(LC 3),18=107(LC 1),21=66(LC 8),20=140(LC 1),19=100(LC 1), 17=118(LC 1),16=57(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-23=138/79,11-12=-100/85,1-26=-223/120,2-26=-215/134,2-3=-153/83,3-4=-119/44,4-5=-130/60,5-6=-110/47, 6-7=-97/41,7-8=-83/35,8-9=-67/25,9-10=-67/31,10-27=-39/0,11-27=-18/17 BOT CHORD 22-23=-234/184,21-22=-7/8,20-21=-7/8,19-20=-7/8,18-19=-7/8,17-18=-7/8,16-17=-7/8,15-16=-7/8,14-15=-7/8, 13-14=-7/8,12-13=-7/8 WEBS 1-22=-208/264,2-22=-344/254,10-15=-229/167,7-18=-80/51,4-21=-73/39,5-20=-108/76,6-19=-74/45,8-17=-91/58, 9-16=-13/7 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=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 18-9-4 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 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)Bearing at joint(s)23 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 65 lb uplift at joint 12,230 lb uplift at joint 22, 129 lb uplift at joint 15,37 lb uplift at joint 18,20 lb uplift at joint 21,61 lb uplift at joint 20,32 lb uplift at joint 19 and 44 lb uplift at joint 17. 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 f TruSs Truss Type Qty 'Ply I 6730 v01 GABLE 1 1 Job Reference(optional) , r Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc.Thu Jun 11 11:28:35 2015 Page 1 10.9 10 ID:L57Lowd4_CysXHoUsN_DegzPugm-fpQvpXhIZ5W056vuN5glV_kYAZXIJiAgWGBHcEz7NvQ 7-9-3 15-8-0 7-9-3 1 7-10-13 7 Scale=1:29.1 6 8 7.00 12 5 II 29 28 r d lig 10 4 27 � 2 30 illi• 11111 • 12 2 1 . ; 13 • d ::::•.:.e•:e'�•3::v :•_. ::::• :::e•:•...•<•e•e::•:❖•_❖'_•e••-e••:::• ::e•:•:•a <•:•:•::•:•••:.M.::∎•:•:::::e':::::•...::•::•:•:•; 10. 0 25 24 23 22 21 20 19 18 17 16 15 14 15-8-0 I 15-8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 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=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 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 A0021576,I 6730 V02 Valley 1 1 I Job Reference(optional) 1 Building Component Supply.Green Cove Springs,FL Rut:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 9ATek Industries,Inc.Thu Jun 11 91:28:36 2016 Page 1 11-11-10 ID:L57Lowd4 CysXHOUsN_DegzPugm-70_I OtiNKOeFjGU4xpBX2BGiaMry29Y_kwaSgz7NvP 7-9-3 15-8-0 7-9-3 7-10-13 ' 4x5= Scale=1:30.3 3 /�1 7.00 12 12 13 4 2 11 • 4 14 IIIIIIIIIh 5 1 N ■ ■81 • 11-11010 9 15 8 16 7 6 15-8-0 { 15-8-0 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 0.16 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Ina YES WB 0.09 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (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 j 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 Uplift10=-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=-44185,6-7=-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=101mph;TCDL=5.Opsf;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 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=10.0psf. 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 6730 vo3 IGABLE 1 1 Job Reference(optional) Bulking Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries,Inc.Thu Jun 11 41:28:36 2015 Pap 1 ID:L57Lovod4_CysXHoUsN_DegzPugm-70_10tiNKOeFjGU4xpBX2BGlaMtVV2AQ_Iovicr9gz7thIP 9-9-10 5-3-0 10-6-0 I 5-3-0 5-3-0 ' 4x5= Scale=1:26.8 5 7.00 riT • 6 4 21 20 • 7 3 22 19 • •1 8 2 oT4 • 9 S ST lb ST1 'T - - 0 B1 9-911P 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) 1/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 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 guide. II 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 Harz 18=-84(LC 10) Max Uplift18=-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=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)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 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 Job Truss Truss Type 'ot Ply A0021578 6730 VO4 .Valey I 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 MTek Industries,Inc.Thu Jun 11 11:28:37 2015 Pepsi 10-11-10 ID:L57Lowd4_CysXHoUsN_DegzPugm-bCYgEDj?5im6LQ3GW4maPpukmCtnc77zagOh6z7Nv0 5-3-0 10-6-0 i 53-0 5-3-0 4x5= Scale=1:22.7 3 7.00,12 1 12 3 14 11 9 2 . � 5 1 f t� v a ■ 4 L VB1 v.rv.vv..vavva..vvaa.vv.avvvay..vavavaoay..vv.....v..vavvvv.a.v.-ravvavavao.v.avvv.vv.. 10-111010 9 8 7 6 10-6-0 I 10-6-0 i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 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 Incr 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 Gray 10=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=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)0-1-12 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 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