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574 TIMBER BRIDGE LN - TRUSS s«.w 2y� I T23-T30 1 • 2..qy -- I 1 EMI 1 24440 . ; E.o{ 0#OPINS I 1 24043 an t r.\i ,, INII MR s - 1 i \ , „„„ t lir::: I Alb, i 1 . , • ,,..._..,___ li• , I : II : N : , 1_ . R . . .. „ . „ , II II MI , / ..- - MIMI , I=EM it IUUld . / t. _ 1, T22 --- _ ____ _- I _ 724-FG02 STUBI SECOND FLOOR LAYOUT SCALE: NTS _.e !cL!! „, BCS c-, BUILDING COMPONENT SUPPLY, INC. CD4627 JP HALL BLVD. SUITC 208 GREEN COVE SPRINGS, FL 32043 . 11ool< 0: 904.297.9390 F: 904.529. 1 406 Floor Truss Connector List '*r Manuf Product Qty ' . USP THD46 18 BEARING HEIGHTS $11140 4 'WW1 III` 1 9'- 1 1 /8" .TUBBED BACK 2" T10-T16 STUBBED BACK 2" I 170'— 1 1 /8" ■ 1 Fr' • —. ..U -0' ,� �l ; I THIS IS A TRUSS PLACEMENT II , ' - I DIAGRAM ONLY. . I1'I .ig --1 I These trusses are designed as iiiiftlir F07 -- �;� -Lt sl individual building components to be . I ,r incorporated into the building design at i illtr . L�'�jj! ' ' 1'; the specification of the building t designer.See individual design sheets I .; n ' i for each truss design identified on the 1 " ��' . :',. ,I `1`� placement drawing.The building - I s+ designer is responsible for temporary - ,��■�S, l l �I r .r I and permanent bracing of the roof and P -/� = - !�Ailliiiim ... . I� E G�� floor system and for the overall ■ : structure.The design of the truss ''; ":, support structure inducing headers, Im a� �� J_ _ lt' beams,walls, and c•�lumns is the-II� rir�! , j g -rn I i responsibility of the building designer. t�� 1, 1111111111111�$�� i Ill. 1rL,y-. I For general guidance regarding D BACK 2" P2 T1O-FGOt STUBBED BACK 2" ----- ---.I------- ' bracing, consult"Bracing of Wood Trusses"available from the Truss Plate ' Institute, 583 D'Onifrio Drive; Madison, 67-11-00 - --_-_-_- 74000 WI 53179. ATTENTION. Refer to truss layout and engineering • documents that arrive with delivered field trusses. .• Unless noted otherwise,all beams are • by others. • CLIENT TOLL BRL:THER3 SUBDIVISION ATLANTIC BEACH MODEL DAVENPORT ELEVATION COASTAL LOT # DRAWN BY C DATE • FIRST FLOOR LAYOUT 174 0E1/1 4/20 1 5 SCALE: NTS REF# 7792 DATE08/29/15 PAGE 1 BUILDING COMPNENT SUPPLY ORDER#7792 ° Bcs 4627 J.P. HALL BLVD GREEN COVE SPRINGS, FL 32043 e..:N;CCNPO5FN1 Ei.= • ': 904-297-9390 Toll Brothers JOB NAME:The Davenport LOT# 174 SUBDIV:Atlantic Beach S o MODEL: TAG:Coastal JOB CATEGORY: i.n ' Reaction Summary ROOF TRUSSES PROFILE I QTY PITCH TRUSS Joint Number PLY I TR ID I REACTIONS Max Uplift Joint 1 Joint 2 Joint 3 9 7.00 0.00 EJ02 78.5420 49.2490 36.0630 _ -13.6.800 -25.9080 -16.9580 Joint 2 Joint 3 Joint 4 7 7.00 0.00 EJO6 166.6430 111.6650 231.6670 -84.8860 - • Joint 2 Joint 3 Joint 4 2 7.00 0.00 EJ12 59.3190 35.5040 72.7080 -39.7950 -12.2850 �y Joint 3 Joint 4 Joint 6 L� 1 7.00 0.00 EJ76 108.9680 123.7050 231.6670 -31.1060 -32.5500 Joint 1 Joint 2 Joint 3 Eii 5 3.00 0.00 EJ26 250.8330 163.5730 114.7880 -27.9310 -55.6040 1 - Joint 10 Joint 11 Joint 13 Joint 18 ® 3 Ply 0.00 0.00 FG01 3074.8710 8442.3970 3562.8730 -1214.3290 t 12 Oa it/ I 1 Joint 7 Join8733.5420 3 Ply 0.00 0.00 FG02 105490/.ffi30 -182.0310 i Joint 1 Joint 2 Joint 3 2 4.95 0.00 HJO2 40.3200 33.1630 36.1820 -42.2310 -17.5770 -20.5460 _. Joint 2 Joint 3 Joint 4 4.95 0.00 HJ12 35.4300 36.5050 38.1750 -24.6250 -1.3560 -6.2470 Joint 1 Joint 2 Joint 8 Joint 9 Joint 10 �i�lii�.� 7.00 0.00 P01 35.1170 120.1790 114.5880 7.4090 127.6130 -29.6380 -15.0620 -15.0620 -2.9910 -26.9430 Joint 2 Joint 4 Joint 6 7.00 0.00 P02 223.4030 223.4020 419.6430 -54.0470 -54.0470 -16.6680 Joint 2 Joint 4 Joint 6 Joint 7 Joint 8 7.00 0.00 P03 0.2970 833.5710 151.8550 299.7890 -1.7910 -190.0520 -521.1080 -55.7840 _ Joint 1 Joint 5 19 7.00 0.00 701 818.3410 810.5740 -78.2310 -82.1140 _ Joint 1 Joint 15 7.00 0.00 702 748.5380 748.7400 -485.5710 -485.0480 Joint 1 Joint 5 ® 7.00 0.00 703 816.6670 816.6670 -293.9800 -293.9800 ® 4 7.00 0.00 704 Joint 1 Joint Joint 6 534.3650 366 8.7800 745.7020 -71.0950 -135.9230 -127.7480 Joint 1 Joint 6 Joint 7 1 7.00 0.00 705 509.9490 316.1300 804.2870 -66.6060 -126.8940 -137.0670 Joint 1 Joint 5 Joint 6 Ztkil 1 7.00 0.00 706 534.3660 366.7820 745.6990 -71.0960 -135.9240 -127.7460 DATE 08/29/15 PAGE 2 '�10 �� BUILDING COMPNENT SUPPLY ORDER#7792 4627 J.P. HALL BLVD Cs GREEN COVE SPRINGS, FL 32043 &noao COWPONF!R soovn,IN:. 904-297-9390 Toll Brothers JOB NAME:The Davenport LOT# 174 SUBDIV:Atlantic Beach MODEL: TAG:Coastal JOB CATEGORY: Reaction Summary ROOF TRUSSES I PROFILE IP Y} PITCH TRUDSS I REACTIONS JointNMaxGrravity Max f Joint 1 Joint 5 Joint 6 1 7.00 0.00 107 534.3660 366.7810 745.6990 -71.0960 -135.9240 -127.7470 ttl Joint 4 Joint 5 1 7.00 0.00 708 208.7840 190.4340 -101.8160 -76.4320 1 Joint 1 Joint 10 Joint 16 Joint 17 1 7.00 0.00 109 485.4430 1412.6030 1868.9480 827.3200 -52.8190 -345.5030 -354.7640 -131.7380 Joint 14 Joint 20 Joint 23 1 7.00 0.00 T10 702.7530 1686.9770 759.3310 -87.5180 -163.0360 -93.8300 Joint 11 Joint 17 Joint 20 1 7.00 0.00 T11 713.0860 1667.2510 779.1840 -83.9130 -170.3520 -90.8560 Joint 9 Joint 14 Joint 16 1 7.00 0.00 T12 729.6600 1641.2210 789.2490 -68.7440 -199.5140 -76.8630 • Joint 8 Joint 13 Joint 16 1 7.00 0.00 113 828.1140 1566.1700 863.2410 { -92.3360 -154.1580 -98.6270 Joint 10 Joint 16 Joint 20 1 7.00 0.00 114 814.4710 1507.0160 857.6330 -88.6320 -161.2780 -95.2100 Joint 10 Joint 15 Joint 18 1 7.00 0.00 115 857.1610 1604.9170 905.4000 -91.0240 -156.6800 -97.4170 • 10,�,��rd 1 7.00 0.00 116 Joint 781.1850 Jd 1796.8610Jdnt843.2310 -83.8740 -192.3730 -89.0750 Joint 1 Joint 6 stalillialitiss 1 7.00 0.00 T17 959.3090 959.3090 -321.0900 -217.8940 ® Joint 1 Joint Joint 8 1 7.00 0.00 T18 699.9180 256.7170 6.7170 1143.0430 _ -258.3500 -33.9330 -311.2380 Z1212 :1. Joint 1 Joint Joint 13 1 7.00 0.00 119 624.7500 445.1230 5.1230 1249.2340 -241.4470 -62.8790 -251.9100 Joint 1 Joint 8 Joint 15 1 7.00 0.00 T20 338.8220 232.1850 2038.4960 -166.99.60 -28.9520 -338.6710 Joint 1 Joint 8 Joint 13 1 7.00 0.00 T21 144.5570 226.2380 2344.9860 -425.8200 -23.7560 -387.7880 ;Joint 1 Joint 9 1 7.00 0.00 122 1186.9090 1238.4100 -128.5930 -104.6700 Joint 1 Joint 10 Joint 12 1 7.00 0.00 123 1050.4300 779.2190 2262.8640 -118.6020 -89.5940 -209.3110 Joint 1 Joint 11 Joint 14 1 7.00 0.00 124 • 964.8560 452.2630 1806.8930 _ -101.1600 -68.1800 -169.2650 �� Joint 1 Joint 10 Joint 13 1 7.00 0.00 T25 886.6640 548.5930 1803.4370 -86.5360 -77.2670 -166.8970 BUILDING COMPNENT SUPPLY DATE 08/29/15 PAGE 3 ORDER#7792 `. a c s 4627 J.P.HALL BLVD GREEN COVE SPRINGS,FL 32043 BUI7eG COMPONENT SUPPLY,lnc. 904-297-9390 src, Toll Brothers JOB NAME:The Davenport LOT# 174 SUBDIV:Atlantic Beach o MODEL: TAG:Coastal JOB CATEGORY: L D ° ' Reaction Summary ROOF TRUSSES PROFILE ray, PITCH I TRUSS I I REACTIONS Joint Number Max Gravi PLY I ID Max UplifttY Joint 9 Joint 12 Joint 15 1 7.00 0.00 T26 561.7540 1885.7510 713.6820 __-- i -80.6880 -211.9170 -77.0140 j iJoint 9 Joint 12 Joint 15 1 7.00 0.00 T27 637.7170 1883.9630 644.6690 + -87.7090 -211.4880 -69.6440 IW VAIP� 1 7.00 0.00 T28 Joint 10 Joint 13 Joint 16 I 629.7220 1854.3910 659.2200 -87.0120 -204.5300 -89.3830 __ I WA MV Joint 10 Joint 13 Joint 16 1 0.00 0.00 T29 675.3840 1917.5510 679.2550 -88.9620 -201.7830 -88.9620 W-'Aral Joint 10 Joint 13 Joint 16 1 0.00 0.00 T30 711.2650 1922.2860 711.2650 -90.2610 -197.4050 -90.2610 ® Joint 1 Joint 17 Joint 18 Joint 19 Joint 20 1 3.00 0.00 131 132.9730 40.6330 106.5590 108.8950 106.9490 _ -11.4690 -21.7890 -26.2510 -24.6670___ _ Ad Joint 1 Joint 13 Joint 14 Joint 15 Joint 16 Ad 1 7.00 0.00 T32 131.5220 40.6310 106.5620 108.8900 106.9660 _ -6.9300 -11.0800 -22.2710 -26.1710 -24.7000 Joint 13 Joint 14 Joint 15 Joint 16 Joint 17 dla 1 7.00 0.00 T33 42.2760 105.9700 110.3480 107.6860 104.7930 -16.7620 -15.7480 -25.9.180 -27.6570 -21.8090__ lll�� Joint 1 Joint 13 Joint 14 Joint 15 Joint 16 1 7.00 0.00 134 131.9130 40.6360 106.2630 110.7960 108.8880 _ -5.4460 -11.0900 -22.1200 -27.0780 -25.6120 ® Joint 1 Joint 11 Joint 12 Joint 13 Joint 14 1 7.00 0.00 V01 89.6710 83.7240 194.5200 73.6120 114.5660 -44.7260 -17.4730 -28.5800 Joint 1 Joint 3 Joint 4 1 7.00 0.00 V02 155.0240 155.0240 344.8720 -26.9460 -26.9460 -18.4910 Joint 1 Joint 3 1 7.00 0.00 V03 167.4600 167.4600 _ -18.5080 -18.5080 Joint 1 Joint Joint 4 1 7.00 0.00 VO4 164.9180 166 4.9180 301.2820 -34.2080 -34.2080 -1.3370 Joint 1 Joint 3 1 7.00 0.00 V05 155.5590 155.5590 -17.1930 -17.1930 FLOOR TRUSSES FLOOR I QTY I DEPTH I I REACTIONS Joint Number Max Gravi PROFILE PLYI ID Max Upl ttty ® 01-04-00 Joint 18 Joint 19 Joint 20 Joint 21 Joint 22 • 1 F01 1057.2900 172.5260 117.2240 154.0670 146.4430 01-04-00 Joint 13 Joint 23 , ® 4 F02 2371.1910 923.9740 01-04-00 ,Joint 11 Joint 22 - ® 3 F03 1089.1670 1089.1670 DATE08/29/15 PAGE 4 BUILDING COMPNENT SUPPLY ORDER#7792 BCS 4627 J.P.HALL BLVD GREEN COVE SPRINGS, FL 32043 BU'LDING CO aaONCM Suwo,NC. 904-297-9390 Toll Brothers JOB NAME:The Davenport LOT# 174 SUBDIV:Atlantic Beach MODEL: TAG:Coastal JOB CATEGORY: Reaction Summary FLOOR TRUSSES I FLOOR I QTY I DEPTH t I I REACTIONS Joint Number I PROFILE I PLY ID Max Gravity Max Uplift ® 01-04-00 'Joint 8 Joint 9 Joint 10 Joint 11 Joint 12 1 F04 71.5580 189.6930 204.8490 180.7630 55.6320 ® 01-04-00 Joint 10 Joint 11 Joint 12 Joint 13 Joint 14 1 F05 I 58.8280 143.4210 94.6090 154.6010 144.2690 ® 01-04-00 !Joint 11 Joint 22 3 F07 1079.3680 1995.3680 r- I® 01-04-00 Joint 11 Joint 22 1 F08 1079.3670 1995.3670 i ® 01-04-00 Joint 14 Joint 24 1 F09 1216.2260 1869.7050 01-04-00 Joint 12 Joint 14 Joint 23 1 F10 112.4760 1541.7390 1682.7400 -301.8090 ® 01-04-00 •Joint 12 Joint 14 Joint 23 4 F11 112.4750 1541.7410 1682.7370 -301.8110 I® 01-04-00 Joint 18 Joint 19 Joint 20 Joint 21 Joint 22 1 F12 64.3410 148.2870 94.8370 154.7690 144.6040 01 01-04-00 Joint 5 Joint 8 3 F13 200.0000 200.0000 • 01-04-00 Joint 5 Joint 6 Joint 7 Joint 8 j ` 1 F14 56.8220 124.8440 124.8440 56.8220 ITEMS - ---------- IQTY I ITEM TYPE I SIZE I LENGTH I PART NUMBER NOTES 18 Hanger THD46 rim p. BCS Building Component Supply, Inc. 4627 J.P. Hall Blvd. Suite 208 lfiLDING COMPONENT SJPPLY.INC. Green Cove Springs, FL 32043 Tel (904) 297-9390 Re : 7792 Date: 08/28/15 Site Information: Project Customer:Toll Brothers Model Name :The Davenport Lot/Block: 174 Subdivision :Atlantic Beach Elevation :Coastal Name Address and License # of Structural Engineer of Record, If there is one, for this building. Name: Lou Pontigo&Assoc.-Lou Pantinn P Ja• cnnA Lou Pontigo & Associates, Inc. Consulting Structural Engineers 1,1 NO EXCEPTION TAKEN 0 MAKE CORRECTIONS NOTED trREJECTED -SEE REMARKS 0 REVISE &RESUBMIT Review Is for the limited procrie of checking for conformance with the design concep '••-,-:;.:!on expressed In the contract documents.WI(.43 :en tot tto cccutocy completeness of a3s,qucntities, weights or gougc ,fOtifiCaii0/1 processes,construc moons or methods, coordination o1 The work with other trad,y; nstruction safety precautions,at!of which are the self:: of the Contractor.The Contractor is re.,;n•.• • •.;:" sionf,to be confirmed and core ' ' ' • ••• spr:rc.!lern shall not Include a i • !he item is a comoonent. r‘d 4,)v4 cover oniy designated chc,11;y:s o,1 ins.i,JOri Oral and other changes clearly identified by the Conirdclor. By: U? 'Job Truss I Truss Type Qty -Ply ; c A00491311, 7792 EJ02 Jack-Open 9 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.Fri Aug 28 14:10:21 2015 Page 1 I D:6L E CZkU NzMgrsOYu Ni MwcNygyDE-GRGa hqd FO525b810vU btwrQmcLgl2gn3i?pz6WyjJ7m 2-0-5 2-0-5 Scale=1:11.5 2 7.00 12 iJ T1 49#/-26# ap 79#/-14# 0-1-8(0-1-8) .HW1 l I lI i B7 3 36#/-17# 3x5 I I 2-0-5 2-0-5 Plate Offsets(X,Y)— (1:0-2-8,0-0-1] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 6 >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:7 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. WEDGE Mi i - - iz -- Left:2x4 SP No.3 Tek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=49/Mechanical,3=29/Mechanical,1=79/0-3-8 (min.0-1-8) Max Horz 1=33(LC 12) Max Uplift2=-26(LC 12),3=-17(LC 12),1=-14(LC 12) Max Grav2=49(LC 1),3=36(LC 3),1=79(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-30/26 BOT CHORD 1-3=-44/39 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=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;porch left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 2,17 lb uplift at joint 3 and 14 lb uplift at joint 1. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard - ----_-: y Job Reference(optional) A00491321 Job Truss IfrussT y� PI 7792 EJ06 1Jadt-Open 7 1 Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 302015 miTek Industries,Inc.Fri Aug 28 14:10:22 2015 Page 1 ID:6LECZkUNzMgrsOYuNiMwcNygyDE-kdpyu9et9PAyDHcCTB66T2yp7kw8n71 DxfZWezyjJ71 6-0.0 6-0-0 Scale=1:28.9 2 232#!0# 7.00 12 167#/-85# 0-5-8(0-1-8) 5 '? ■ 6 3x4 1 B1 I 112#/0# 4 3 4x5II 6-0-0 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.07 3-4 >947 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.16 3-4 >424 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.18 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:21 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. MiTek recommends that Stabilizers and required cross bracing 1 ' be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 4=232/0-5-8 (min.0-1-8),2=162/Mechanical,3=70/Mechanical Max Horz4=129(LC 12) Max Uplift2=-85(LC 12) Max Grav4=232(LC 1),2=167(LC 17),3=112(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-186/54,1-5=-95/52,5-6=-83/65,2-6=-83/89 BOT CHORD 3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-11-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 lb uplift at joint 2. 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 Oty Ply - - A0049133 7792 EJ12 Jack-Open 2 1 •Building Component Supply,Omen Cove S J7. Reference(optional) Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 A5'fek Industries,Inc. Fri Aug 28 14:10:22 2015 Page 1 I D:6LECZkUNzMgrs0YuNiMwcNygyDE-kdpyu9et9PAyDHcCTB66T2yvSk75n71 DxfZWezyjJ71 2-0-5 , 2-0-5 Scale=1:16.5 7.0012 2 ! , 73#/0# 2x4 l T1 59#/-40# 1 0-5-8(0-1-8) ,-; a- ; Y N N W1 -- B1 /y/ 3 36#/-12# 4 2 x 4 I I 2-0-5 I 2-0.5 I LOADING(psf) SPACING- 2-0-0 I CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 i BC 0.10 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 • Rep Stress lncr YES i WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-5 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=73/0-5-8 (min.0-1-8),2=52/Mechanical,3=21/Mechanical Max Horz4=62(LC 12) Max Uplift2=-40(LC 12),3=-12(LC 12) Max Grav4=73(LC 1),2=59(LC 17),3=36(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-57/8,1-2=-41/37 BOT CHORD 3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 2 and 12 lb uplift at joint 3. 6)"Semi-rigid pitch breaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 1Truss Truss Type Qty Ply I - 7792 EJ16 Jack-Open A0049134 ng Supply.Green Cove S n FL �� Run::.6 0 s UN3z 2015 Print: Reference(optional) Building Component S pri gs, t:7.620 s Apr 30 2015 MiTek Industries,Inc. Fri Aug 28 14:10:22 2015 Page 1 NiMwcNygyDE-kdpyu9et9PAyDHcCTB66T2ys5 kwhn 7VOxfZWezyjJ 71 4-0-5 6-0-0 4-0-5 1-11-11 Scale=1:25.0 4x5 2 3i 7.00 12 • T2 232#10# 109#1-31# • 0-5-8(0-1-8) T1 2x4 C7 ; M ,f- h Wi • r B, S 124#/-33# •6 2x4 4 3x4 4-0-5 6-0-0 4-0-5 1-11-11 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in floc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.10 5-6 >699 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.18 5-6 >386 180 BCLL 0.0 • Rep Stress Ina YES WB 0.03 Horz(TL) 0.24 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:26 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=232/0-5-8 (min.0-1-8),3=109/Mechanical,4=123/Mechanical Max Horz 6=97(LC 12) Max Uplift3=-31(LC 9),4=-33(LC 12) Max Grav6=232(LC 1),3=109(LC 1),4=124(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-6=-148/39,1-7=-75/35,2-7=-47/48,2-3=0/0 BOT CHORD 5-6=-5/4,4-5=0/0 WEBS 2-5=-90/115 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 B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-5,Exterior(2)4-0-5 to 5-11-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 31 lb uplift at joint 3 and 33 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 fob Truss Truss Type Qty Ply I A0049135 7792 EJ26 JACK-OPEN 5 1 ' Job Reference(optional) Buikting Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Fri 01ID:6LECZkUNzM rsOYuNiMwcN yqy DE-kd pyu9et9PAyDHcCTB66T2y pcku?n7DxfZWezyjJ71 _ 6.4-0 6-4-0 Scale=1:13.1 2 3.00 12 10 164W-56# 251N-28# 9 T1 N N N N 0-5-8(0-1-8) 1 J-HW1 B1 \ _ 1 4 3 3x4 115#/0# 4 x 6 I I 6-4-0 6-4-0 Plate Offsets(X,Y)-- (1:0-3-0,0-4-9)-_ LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.08 3-7 >973 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.21 3-7 >350 180 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:21 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. 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=251/0-5-8 (min.0-1-8),2=164/Mechanical,3=87/Mechanical Max Horz 1=50(LC 8) Max Uplift1=-28(LC 8),2=-56(LC 8) Max Grav1=251(LC 1),2=164(LC 1),3=115(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-9=-188/8,9-10=-37/13,2-10=-34/32 BOT CHORD 1-4=-323/418,3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-3-4 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 28 lb uplift at joint 1 and 56 lb uplift at joint 2. 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 fTrussType - - Oty Ply ! i 7792 F01 'GABLE 1 1 A0049136 ----__- IJob Reference(optional Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 NV*Industries.Inc. Fri Aug 28 14:10:23 2015 Page 1 ID:6LECZkUNzMgrsOYuNiMwcNygyDE-CgNL6VfVwilpgRBP 1 vdL0GV3z8Li WakMAJl4APY1J7k 0*8 0-,1-8 Scale=1:32.6 3x4- 3x6 FP- 3x = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 ■:1 .. i T2 5:`, W2 ST1 1 Si ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 p1 ��y(' ■� 3' ,h il J B2� ' ■■ \ II 1_ �� l 81 ,__ 36 OOOO"OO"O"O"O"*"•~0."•ODOO"*"*"000••O•i•••i 4:4•••••••JO.4,•"*WOOOO.V.V.V.W.WOVOW"W00i000'OO N%W i e",'AOW•••••0••�:•000OOOOa 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 3x4 3x6 FP 3x4 8-11-4 10-0-0 18-7-4 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 7-10-88-2-12 9-6-12 10-10-12 12-2-12 13.6.12 14-10-12 16.2-12 17-6-12 17-9-0 20-2-0 1.6-12 1-4.0 1-0-0 1-4-0 1-4-0 0-11-1204-048.8 0-7-80.5.40.10-12 1-4-0 1-4-0 - 1-4-0 1-4-0 - 1-4-0 0-2-4 1-6-12 0-10-4 Plate Offsets(X,Y)-- [17:0-1-8,Edge],[19:0-1-8,Edgej,[33:0-1-8,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 0.24 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 NO WB 0.04 Horz(TL) -0.00 18 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:93 lb FT=20%F,11%uE • LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:33-34,18-19. REACTIONS. (lb/size) 18=1057/20-2-0 (min.0-1-10),34=42/20-2-0 (min.0-1-10),33=188/20-2-0 (min.0-1-10),19=173/20-2-0 (min.0-1-10),32=141/20-2-0 (min.0-1-10), 31=148/20-2-0 (min.0-1-10),30=146/20-2-0 (min.0-1-10),29=147/20-2-0 (min.0-1-10),28=147/20-2-0 (min.0-1-10),27=147/20-2-0 (min.0-1-10), 26=147/20-2-0 (min.0-1-10),24=147/20-2-0 (min.0-1-10),23=147/20-2-0 (min.0-1-10),22=146/20-2-0 (min.0-1-10),21=154/20-2-0 (min.0-1-10), 20=117/20-2-0 (min.0-1-10) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 34-35=-36/0,1-35=-36/0,18-36=-1052/0,36-37=-1052/0,17-37=-1052/0,1-2=0/19,2-3=0/19,3-4=0/19,4-5=0/19, 5-6=0/19,6-7=0/19,7-8=0/19,8-9=0/19,9-10=0/19,10-11=0/19,11-12=0/19,12-13=0/19,13-14=0/19,14-15=0/19, 15-16=0/19,16-17=0/19 BOT CHORD 33-34=0/2,32-33=-19/0,31-32=-19/0,30-31=-19/0,29-30=-19/0,28-29=-19/0,27-28=-19/0,26-27=-19/0,25-26=-19/0, 24-25=-19/0,23-24=-19/0,22-23=-19/0,21-22=-19/0,20-21=-19/0,19-20=-19/0,18-19=0/0 WEBS 2-33=-154/0,16-19=-141/0,3-32=-128/0,4-31=-135/0,5-30=-133/0,6-29=-133/0,7-28=-133/0,8-27=-133/0,9-26=-133/0, 10-24=-133/0,11-23=-133/0,12-22=-133/0,14-21=-140/0,15-20=-106/0,1-33=-28/0,17-19=-26/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Load case(s)3 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 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. 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 Except: 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:18-34=-10,1-17=-100 Concentrated Loads(Ib) Vert:17=-1013 3)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:18-34=-10(F),1-17=-100(F) Continued on page 2 Job (Truss Truss Type - - Qty Ply A0049136 7792 IF01 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.Fri Aug 28 14:10:23 2015 Page 2 ID:6LECZkUNzMgrsOYuNiMwcNygyDE•CgNL6Vf VwilpgRBP1 vdL0GV3z8LiWakMAJ14APAJ7k LOAD CASE(S) Concentrated Loads(lb) Vert:17=-1013 Job ,Truss Truss Type Qty Ply ;i A0049137 7792 i�F02 Floor 4 1 i Job Reference(optional) Building Component Supply,Green Cove Sponge.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 NITek Industries.Inc. Fri Aug 2814:10:23 2015 Page 1 ID:6LECZkUNzMgrsOYuNiMwcNygyDE-CgNL6VIVwiIpgRBP1 vdLOGVw788LWQdMAJI4APyjJ7k 0-1-8 H I 130 I - 2-1.8 0-9-8 0-1.8 Scale=1:33.4 4x6= 1.5x3 1.5x3= 4x6=3x6 FP= 6x8= 1.5x3 1 2 3 4 TI 5 6 7 8 9 3 24:i i k\1411 I Ir/AI LN‘pyr \I I I Irr 41. IVAN; 0 Illy ■.. 22 21 20 19 18 17 16 15 14 3 12 11 4x6-- 1.5x3 II 1.5x3 3x6 FP 4x6 4x6 5x6 1.5x3 II 0-3-8(0-1-8) 0.5-8(0-1-8) 924#/0# 2371#/0# 7-10-8 8-11-4 10-0-0 17-9-0 17-1 20-2-0 7-10-8 1.0-12 1-0-12 I 7-9-0 0-�-8 2-3-8 —I Plate Offsets(X,Y)-- [1:Edge,0 1 8],[4:0-1-8,Edge],[5:0-1-8,Edge],[9 0-2-12,Edge],[10:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.21 18-19 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.31 19 >678 240 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.05 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:106 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)"Except" TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T1:2x4 SP No.1(flat) end verticals. BOT CHORD 2x4 SP No.2(flat)*Except BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B1:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 23=820/0-3-8 (min.0-1-8),13=2371/0-5-8 (min.0-1-8) Max Grav23=924(LC 3),13=2371(LC 1) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 23-24=-919/0,1-24=-918/0,11-25=0/8,25-26=018,10-26=0/8,1-2=-931/0,2-3=-2280/0,3-4=-3021/0,4-5=-3221/89, 5-6=-2866/443,6-7=-1959/972,7-8=-459/1645,8-9=-459/1645,9-10=0/1208 BOT CHORD 22-23=0/47,21-22=0/1752,20-21=0/2784,19-20=-89/3221,18-19=-89/3221,17-18=-89/3221,16-17=-698/2537, 15-16=-698/2537,14-15=-1287/1348,13-14=-2040/0,12-13=-2052/0,11-12=0/0 WEBS 9-13=-2313/0,1-22=0/1202,2-22=-1141/0,2-21=0/735,3-21=-701/0,3-20=-117/418,4-20=-512/385,4-19=-343/151, 9-14=0/1434,7-14=-1372/0,7-15=0/1001,6-15=-942/0,6-17=0/719,5-17=-1001/0,5-18=-116/375,10-12=-1642/0, 9-12=0/1390 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Load case(s)11 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 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. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Except: 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-10=-100 Concentrated Loads(Ib) Vert:10=-1013 11)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10(F),1-10=-100(F) Concentrated Loads(Ib) Vert:10=-1013 Job Truss Truss Type •Qty Ply A0049138 7792 F03 Floor 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.Frl Aug 28 14:10:23 2015 Page 1 ID:6LECZkUNzMgrsOYuNiMwcNygyDE-CgNL6VfVwilpgRBP 1 vdLOGVwg88?WQXMAJI4APyJJ7k 0-1-8 H 1-11-34 1-11-0 0-1-8 Scale=1:33.4 4x6= 4x6 1.54= 4x6= 3x6 FP 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 italivAhli i.r ,. . ____ ?I, .. ... 4/... ...■ re26 r°11 24 , I . ./r N / \Ai 1 '4 .∎ 21 20 19 18 17 16 15 14 13 12 go 4x6= 4x6 1.5x3 I 1.5x3 It 3x12 M18SHS FP 4x6= 4x6 0-3-8(0-1-8) 0-5-0(0-1-8) 1089#/0# 1089#/0# 7-10-8 8-10-0 9-9-8 20-2-0 I 7-10-8 0-11-8 0-11-8 10-4-8 Plate Offsets(X,Y)- [1:Edge,0-1-8],[4:0-1.8,Edgej,[5:0-1-8,Edgel,[10:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) -0.3816-17 >625 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.60 16-17 >400 240 M18SHS 244/190 BCLL 0.0 Rep Stress Ina YES WB 0.69 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:103 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat)"Except" TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, except T2:2x4 SP No.2(flat) end verticals. BOT CHORD 2x4 SP No.1(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B1:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 11=1089/0-5-0 (min.0-1-8),22=1089/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 22-23=-1083/0,1-23=-1081/0,11-24=-1084/0,10-24=-1082/0,1-2=-1119/0,2-3=-2807/0,3-4=-3892/0,4-5=-4417/0, 5-6=-4417/0,6-7=-3899/0,7-8=-2805/0,8-9=-2805/0,9-10=-1120/0 BOT CHORD 21-22=0/56,20-21=0/2114,19-20=0/3462,18-19=0/4417,17-18=0/4417,16-17=0/4417,15-16=0/4311,14-15=0/4311, 13-14=0/3470,12-13=0/2112,11-12=0/56 WEBS 1-21=0/1445,2-21=-1384/0,2-20=0/963,3-20=-911/0,3-19=0/658,4-19=-897/0,4-18=-87/336,10-12=0/1446, 9-12=-1381/0,9-13=0/964,7-13=-924/0,7-14=0/597,6-14=-573/0,6-16=-44/357,5-16=-417/321,5-17=-304/118 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 Truss Truss Type Qty Ply ' A0049139 7792 F04 Floor 1 1 Job Reference(optional) Buildag Component Supply.Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print,7.620 s Apr 30 2015 kiTek Industries,Inc. Fri Aug 2814:10:24 2015 Page 1 ID:6LECZkUNzMgr5OYuNiMwcNygyDE-gOxjJrf7h0QgSbmbac8aYT2B8Yf1 F?NWPz2djryjJ7j 0-1-8 H I-- 1-3-0_ 1-4-8 Scale:1/2"=1' 1.5x3-- 3x6 1 2 3 4 5 6 7 // T7:. . , ,: . , 17� j // W1 9 mt'�i� B1 ❖.❖••❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.•.❖.❖•....❖.❖.❖.❖.❖.❖.❖::::•M•..❖... ..❖.❖. _.,I .❖.•.,•,•.•••••••••••••••••o•.•.•.•.•••❖•.•.••• :•••••❖••••••.•••o.•.•❖••❖•••••••❖•••••••••••••••••••••o••••••••••••••,••15 14 0-3-8(0-1-8) (0-1-8) 1.5x3-8) 1.5x3 8) (0-1-8) (0-1-8) (0-1-8) 303#/0# 570#/0# 56#/0# 181#/0# 205#/0# 190#/0# 72#/0# 7-10-8 8-6-12 9-3-0 14-7-8 7-10-8 ' 0.8-4 i 0-8 4 5-4-8 Plate Offsets(X,Y)— [4:0-1-8,Edge],[5:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.01 14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.13 Vert(TL) -0.01 14-15 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.14 Horz(TL) 0.00 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:77 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 16=303/0-3-8 (min.0-1-8),8=72/8-8-8 (min.0-1-8),13=570/8-8-8 (min.0-1-8),12=56/8-8-8 (min.0-1-8),9=190/8-8-8 (min.0-1-8),10=205/8-8-8 (min. 0-1-8),11=181/8-8-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 16-17=-299/0,1-17=-298/0,7-8=-68/0,1-2=-228/0,2-3=-296/0,3-4=0/243,4-5=0/70,5-6=0/81,6-7=0/39 BOT CHORD 15-16=0/15,14-15=0/408,13-14=0/158,12-13=-70/0,11-12=-70/0,10-11=-70/0,9-10=0/98,8-9=0/0 WEBS 1-15=0/289,2-15=-251/0,2-14=-157/0,3-14=0/192,3-13=-557/0,4-13=-234/0,4-12=-46/0,7-9=-52/0,6-9=-191/0,6-10=-250/0,5-10=-15/0,5-11=-168/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss 'Truss Type Qty Ply k 7792 Fos !GABLE 1 1 A0049140 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.Fri Aug 2814:10:24 2015 Page 1 ID:6LECZkUNzMgrsOYuNiMwcNygyDE-goxjJrf7h0QgSbmbac8aYT2GyYhyF l zWPz2djryjJ7j 0j8 0-178 Scale=1:16.8 3x4 1 3x4= 2 3 4 5 6 7 8 9 19 , Ti • -1, { - / ,i 20 ■ I T1 . v I z ■■ ONE _ u _ gl ■% ME •.❖.e.❖.❖.❖.❖.•.❖.❖.❖.•.•.•.❖.❖.•.•.❖.❖.❖.❖.❖.•.•.❖.❖.•.•.❖.❖.❖.❖.❖.❖.❖.❖.❖•❖•❖.❖•❖.❖.❖•❖.❖•❖•❖•e.❖.❖.❖.❖.•.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.•.'•❖. 18 17 16 15 14 13 12 11 10 3x4= 3x4 3x4 3x4 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 8-2-12 8-11-4 10-6-0 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-8-8 1-6-12 Plate Offsets(X,Y)- [9:0-1-8,Edge],[11:0-1-8,Edge],[17:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 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 0.04 Horz(TL) -0.00 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:53 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:17-18,10-11. REACTIONS. (lb/size) 18=56/10-6-0 (min.0-1-8),10=59/10-6-0 (min.0-1-8),17=174/10-6-0 (min.0-1-8),11=143/10-6-0 (min.0-1-8),16=140/10-6-0 (min.0-1-8), 15=149/10-6-0 (min.0-1-8),14=144/10-6-0 (min.0-1-8),13=155/10-6-0 (min.0-1-8),12=95/10-6-0 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 18-19=-51/0,1-19=-50/0,10-20=-53/0,9-20=-53/0,1-2=0/2,2-3=0/2,3-4=0/2,4-5=0/2,5-6=0/2,6-7=0/2,7-8=0/2,8-9=0/2 BOT CHORD 17-18=0/3,16-17=-2/0,15-16=-2/0,14-15=-2/0,13-14=-2/0,12-13=-2/0,11-12=-2/0,10-11=0/3 WEBS 2-17=-154/0,8-11=-126/0,3-16=-128/0,4-15=-135/0,5-14=-131/0,6-13=-140/0,7-12=-86/0,1-17=-6/0,9-11=-6/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A0049141 7792 F07 •Floor 3 1 i Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 3 J7.Reference pr 0 (optional) ng po 02015 Print:7.620 s A 30 2015 tvFTek Industries,Inc.Fri Aug 28 14:10:25 2015 Page 1 I D:6L ECZkUNzMgrs0Yu Ni MwcNygyDE-8CV5XBgI SKYX41 Kn8Kg p5ha Flyq b_Jtfddn BFlyjJ7i 1-3-0 _, 1-7-8 • Scale:3/8"=1' 4x6 4x6 3x6 FP 4x6 4x6 1 2 3 4 21- 5 6 7 8 9 10 j T2 Wh qq _ -. - . ._B2: USP-THD46 U�SP-T , 199#0# 21 20 19 18 17 16 15 14 13 2 4x6 4x6` 1.5x3 1.5x3 , 3x12 M18SHS FP 4x6 4x6 I 7-10-8 8-8-4 9-6-0 19-10-8 7-10-8 0-9-12 0-9-12 _ 10-4-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[4:0-1-8,Edge],[5:0-1-8,Edge],[22:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.3516-17 >673 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.5516-17 >431 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) I Weight:103 lb FT=20%F,11%E I LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat)"Except' TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, T2:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP No.1(flat)`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B1:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 11=1079/Mechanical,22=1995/Mechanical FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-22=-1987/0,10-11=-1072/0,1-2=-1098/0,2-3=-2757/0,3-4=-3806/0,4-5=-4295/0,5-6=-4300/0,6-7=-3814/0, 7-8=-2755/0,8-9=-2755/0,9-10=-1100/0 BOT CHORD 21-22=-0/0,20-21=0/2081,19-20=0/3397,18-19=0/4295,17-18=0/4295,16-17=0/4295,15-16=0/4209,14-15=0/4209, 13-14=0/3402,12-13=0/2080,11-12=0/0 WEBS 1-21=0/1462,2-21=-1366/0,2-20=0/941,3-20=-890/0,3-19=0/626,4-19=-833/0,4-18=-90/320,10-12=0/1464, 9-12=-1363/0,9-13=0/939,7-13=-900/0,7-14=0/574,6-14=-549/0,6-16=-65/333,5-16=-386/313,5-17=-292/117 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)Load case(s)7 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 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)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 Except: 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-22=-10,1-10=-100 Concentrated Loads(lb) Vert:1=-916 7)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-22=-10(F),1-10=-100(F) Concentrated Loads(lb) Vert:1=-916 (Job Truss 'Truss Type Qty Ply - _ A00491421 • 7792 F08 Floor 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.Fri Aug 28 14:10:25 2015 Page 1 I D:6L ECZkUNzMg rsOYu Ni MwcNygyDE-8CV5XBgISKYX41 Kn8Kg p5ha Flyq b_Jtfddn BFIyjJ7i I 13.0 I I 1-7-8 Scale:3/8"=1' x6= 4x6= 3x6 FP 4x6= 4x6= 2 3 4 1 5 6 7 8 9 10 \` �� r . t. W1 I .vi 3 .. s 'Iwo o 199fP-21HD46 19 18 17 16 15 14 13 12 4x6 4x6= 1.5x3 I I 1.5x3 I 3x12 M18SHS FP 4x6 4x6= 0-3-8(0-1-8) 1079#/0# 7-10-8 8-8-4 9.6-0 19-10-8 7-10.8 - 0-9-12 i 0-9-12 104.8 Plate Offsets(X,Y)- [1:Edge,0 1 8],[4:0-1-8,Edge],[5:0-1-8,Edge],[22:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.3516-17 >673 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.5516-17 >431 240 M18SHS 244/190 BCLL 0.0 Rep Stress lncr NO WB 0.70 Horz(TL) 0.09 11 n/a n/a i BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:103 lb FT=20%F,11%E • LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat)"Except' TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, T2:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP No.1(flat)"Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B1:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 11=1079/0-3-8 (min.0-1-8),22=1995/Mechanical FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-22=-1987/0,10-11=-1072/0,1-2=-1098/0,2-3=-2757/0,3-4=-3806/0,4-5=-4295/0,5-6=-4300/0,6-7=-3814/0, 7-8=-2755/0,8-9=-2755/0,9-10=-1100/0 BOT CHORD 21-22=-0/0,20-21=0/2081,19-20=0/3397,18-19=0/4295,17-18=0/4295,16-17=0/4295,15-16=0/4209,14-15=0/4209, 13-14=0/3402,12-13=0/2080,11-12=0/0 WEBS 1-21=0/1462,2-21=-1366/0,2-20=0/941,3-20=-890/0,3-19=0/626,4-19=-833/0,4-18=-90/320,10-12=0/1464, 9-12=-1363/0,9-13=0/939,7-13=-90010,7-14=0/574,6-14=-549/0,6-16=-65/333,5-16=-386/313,5-17=-292/117 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)Load case(s)7 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 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)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 Except: 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-22=-10,1-10=-100 Concentrated Loads(Ib) Vert:1=-916 7)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-22=-10(F),1-10=-100(F) Concentrated Loads(Ib) Vert:1=-916 ;Job Truss 'Truss Type 'Qty 1Ply A00491431 7792 F09 Floor 1 1 Job Reference(optional) l Building Component Supply.Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 t,4Tek Industries.Inc.Fri Aug 28 14:10:26 2015 Page 1 ID:6LECZkUNzMgrs0YuNiMwcNygyDE-cO3TkXhOCdgOhw_i1 B2du7SdMAojnZpsHXknkyjJ7h 1-3-0 1-11-0 0-7-0 Scale:3/8"=1 9x6= 3x6 FP 4x6 1.5x3 1 3x6 2 _ 3 4 8 AuiIr1 MO/ _ 167a:SP-THD46 . 23 22 21 20 19 18 17 16 15 t• 13 12 4x6= 1.5x3 ! 1.5x3 3x8 MT2OHS FP-- 4x6 0-4-15(0-1-8) 1216#10# 18-3-0 17-11-8 17-8-0 7-10.8 8-10-0 9-9-8 17-6-8 17.7-8,_ _ 19-10-8 7-10-8 i 0.11-0 ' 0-11-8 ' 7-9-0 -00.38 1-7-8 I 0-0-8 0-3-8 Plate Offsets(X,Y)— [1:Edge,0-1-8],[4:0-1-8,Edge],[5:0-1-8,Edge),[7:0-1-12,Edge],[13:0-1-8,Edge],(16:0-1-12,Edge),[24:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.21 19-20 >987 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.33 19-20 >637 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(TL) 0.06 14 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:106 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)"Except" end verticals. B1:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 6-0-0 oc bracing:14-15,13-14. REACTIONS. (lb/size) 24=1859/Mechanical,14=1216/0-4-15 (min.0-1-8) Max Grav24=1870(LC 3),14=1216(LC 1) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-24=-1862/0,11-12=0/36,1-2=-956/0,2-3=-2356/0,3-4=-3144/0,4-5=-3400/0,5-6=-3129/0,6-7=-2319/0,7-8=-918/0, 8-9=-918/0,9-10=0/147,10-11=0/147 BOT CHORD 23-24=0/0,22-23=0/1805,21-22=0/2879,20-21=0/3400,19-20=0/3400,18-19=0/3400,17-18=0/2856,16-17=0/2856, 15-16=0/1754,14-15=-147/0,13-14=-147/0,12-13=0/0 WEBS 9-14=-1079/0,1-23=0/1273,2-23=-1181/0,2-22=0/766,3-22=-727/0,3-21=0/452,4-21=-578/49,4-20=-192/198, 9-15=0/1249,7-15=-1168/0,7-16=0/812,6-16=-764/0,6-18=0/480,5-18=-628/0,5-19=-166/223,11-13=-192/0, 10-13=-17/36 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)Load case(s)11 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 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. 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 Except: 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-24=-10,1-11=-100 Concentrated Loads(Ib) Vert:1=-916 11)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-24=-10(F),1-11=-100(F) Concentrated Loads(Ib) Vert:1=-916 To6 Truss Truss Type Qty i Ply - - A0049144 7792 F10 Floor 1 1 prinpe,FL Run:7.620 I Job Reference(optional) Su la Component S Fri n0 Supply.C'�Cove S 20 s Apr 30 2015 Print:7.620 s Apr 30 2015 A�tiTek Industries,Inc.Fri Aug 28 14:10:26 2015 Page 1 ID:6LECZkUNzMgrsOYuNiMwcNygyDE-c03TkXhOCdgOhw_i1 B2du7RBMBejpfpsHXknkylJ7h F- 1-3-0 -1 1 2.00 i 10-7-8 Scale:3/8"=1' ;x6= 303 FP= 4x6 3x6-- TI 2 3 4 5 6 T2 8 9 10 11 11.\` / : - • k Wl 4 I""t 168BASP-THD46 - USP-Th94,2 22 21 20 19 18 17 16 15 14' 13 4x6= 1.5x3 1.5x3 I 3x6 FP- 4x6 3x8 0-7.3(0-1-8) 1542#/0# 9-10-8 10-6-0 9-2-4 10-3-0 8.10-8 9-1-8 10-1-8 7-10-8 8-0-0 9-0-112_ 10-0-0 14-4-8 1ss-0158-2 19-10-8 , - - 7-10-8 0.1`-8 0211 0-8-40-f-8 3-10-8 1-1-8 04-2 4-2-6 0-10-80-0-12 0-1)a-8 0-0-12 0-3-0 Plate Offsets(X,Y)—_[1:Edge,0-1-8j,[5:0-1-8,Edge],(6:0-1-8,Edge],[23:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.19 19-20 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 ; BC 0.83 Vert(TL) -0.29 19-20 >647 240 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(TL) 0.03 14 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:106 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 SS(flat)*Except* end verticals. B2:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 6-0-0 oc bracing:14-15,13-14. REACTIONS. (lb/size) 23=1681/Mechanical,12=-148/Mechanical,14=1542/0-7-3 (min.0-1-8) Max Upliftl2=-302(LC 3) Max Grav23=1683(LC 3),12=112(LC 4),14=1542(LC 1) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-23=-1678/0,11-12=-108/306,1-2=-744/0,2-3=-1758/0,3-4=-1758/0,4-5=-216310,5-6=-2053/0,6-7=-1657/0,7-8=-528/0, 8-9=0/1204,9-10=0/1204,10-11=-1/372 BOT CHORD 22-23=0/0,21-22=0/1396,20-21=0/2110,19-20=0/2053,18-19=0/2053,17-18=0/2053,16-17=0/1182,15-16=0/1182, 14-15=-334/9,13-14=-731/0,12-13=0/0 WEBS 1-22=0/991,2-22=-906/0,2-21=0/505,4-21=-489/0,4-20=0/180,5-20=-119/253,5-19=-295/0,8-14=-1365/0,8-15=0/959, 7-15=-912/0,7-17=0/664,11-13=-495/2,10-13=0/500,10-14=-826/0,9-14=-67/0,6-18=0/473,6-17=-846/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 302 lb uplift at joint 12. 5)Load case(s)11 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 sirongbacks,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. 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 Except: 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-23=-10,1-11=-100 Concentrated Loads(Ib) Vert:1=-916 11)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-23=-10(F),1-11=-100(F) Concentrated Loads(Ib) Vert:1=-916 Truss Truss Type fQty Ply A0049145 7792 F11 :Floor 14 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. Fri Aug 2814:10.26 2015 Page 1 ID:6LECZkUNzMgrsOYuNiMwcNygyDE-cO3TkXhOCdgOhw_i 1 B2du7RBMBejpipsHXknky1J7h I 1-3-0 I 2-0-0 . . I;0-7-8. Scale:3/8"=1 -x6= 3x6 FP 4x6 3x6 2 3 4 5 6 Tz 8 9 10 11 /�. a. /, - Q ..ii W1 4 168 P-IHD46 21 20 19 18 17 16 15 --14 USP-Tl ryl # 4x6= 1.5x3 I 1.5x3 - 3x6 FP= 4x6= 3x8 0-3.8(0-1-8) 1542#/0# 1 9-10-8 10-6-0 9-2-4 10-3-0 8-10.8 9-1.8 10-1-8 15-6-4 7-10-8 8-0-0 9012__ 10-0-0 14-4-8 15-6-0 19-10-8 • 7-10.8 - -- -- 041`-8 0.2-00.8-40-1-8 ' 3-10-8 " 1-1-80.0.4 4-4-4 0-10-80-0-12 0-1781-8 0-0.12 0.3-0 Plate Offsets(X,Y)- [1:Edge,0-1 8],[5:0-1-8,Edge],[6:0-1 8,Edge],[23:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.1919-20 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.2919-20 >647 240 BCLL 0.0 Rep Stress Incr NO WB 0.47 1 Horz(TL) 0.03 14 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:106 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)"Except" end verticals. B1:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 6-0-0 oc bracing:14-15,13-14. REACTIONS. (lb/size) 12=-148/Mechanical,23=1681/Mechanical,14=1542/0-3-8 (min.0-1-8) Max Upliftl2=-302(LC 3) Max Gray 12=112(LC 4),23=1683(LC 3),14=1542(LC 1) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-23=-1678/0,11-12=-108/306,1-2=-744/0,2-3=-1758/0,3-4=-1758/0,4-5=-2163/0,5-6=-2053/0,6-7=-1657/0,7-8=-528/0, 8-9=0/1204,9-10=0/1204,10-11=-1/372 BOT CHORD 22-23=-0/0,21-22=0/1396,20-21=0/2110,19-20=0/2053,18-19=0/2053,17-18=0/2053,16-17=0/1182,15-16=0/1182, 14-15=-334/9,13-14=-731/0,12-13=0/0 WEBS 1-22=0/991,2-22=-906/0,2-21=0/505,4-21=-489/0,4-20=0/180,5-20=-119/253,5-19=-295/0,8-14=-1365/0,8-15=0/959, 7-15=-912/0,7-17=0/664,11-13=-495/2,10-13=0/500,10-14=-826/0,9-14=-67/0,6-18=0/473,6-17=-846/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 302 lb uplift at joint 12. 5)Load case(s)11 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 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. 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 Except: 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-23=-10,1-11=-100 Concentrated Loads(Ib) Vert:1=-916 11)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-23=-10(F),1-11=-100(F) Concentrated Loads(Ib) Vert:1=-916 Job Truss - Truss Type Qty 'Ply i " Ao0a9146, 7792 F12 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. Fri Aug 2814:10:26 2015 Page t ID:6LECZkUNzMgrsOYuNiMwcNygyDE-cO3TkXhOCdgOhw_i1 B2du7cLMNQjwSpsHXknkyjJ7h Scale=1:32.5 3x6= 3x8 FP= 3x6 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 17 jj : . $ � iY Y Y �, � , , �2 w, 4 . Y 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 3x4 3x6 FP 3x4 3x4 10-10-12 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 8-2-12 943-12 10-6-12. 12-2-12 13-6-12 14-10-12 16-2-12 17-6-12 18-3-12 19-10-8 ' 1-6-12 ' 1-4-0 1-4-0 ' 1-4-0 1-4-0 I 1-4-0 1 1-4-0 1-0-0 d-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-9-0 1-6-12 ---� Plate Offsets(X,Y)- [19:0-1-8,Edge],(33:0-1-8,Edgej,[34:Edge,0-1-8]- 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 0.11 Vert(TL) 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 0.04 ' Horz(TL) -0.00 18 n/a nla BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:93 lb FT=20%F,11%E 11 LUMBER- - BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:33-34,18-19. REACTIONS. (lb/size) 34=62/19-10-8 (min.0-1-8),18=64/19-10-8 (min.0-1-8),33=176/19-10-8 (min.0-1-8),19=148/19-10-8 (min.0-1-8),32=139/19-10-8 (min.0-1-8), 31=149/19-10-8 (min.0-1-8),30=146/19-10-8 (min.0-1-8),29=147/19-10-8 (min.0-1-8),28=147/19-10-8 (min.0-1-8),27=147/19-10-8 (min.0-1-8), 26=147/19-10-8 (min.0-1-8),25=147/19-10-8 (min.0-1-8),24=147/19-10-8 (min.0-1-8),22=145/19-10-8 (min.0-1-8),21=155/19-10-8 (min.0-1-8), 20=95/19-10-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-34=-56/0,17-18=-58/0,1-2=0/1,2-3=0/1,3-4=0/1,4-5=0/1,5-6=0/1,6-7=0/1,7-8=0/1,8-9=0/1,9-10=0/1,10-11=0/1, 11-12=0/1,12-13=0/1,13-14=0/1,14-15=0/1,15-16=0/1,16-17=0/1 BOT CHORD 33-34=-0/0,32-33=-1/0,31-32=-1/0,30-31=-1/0,29-30=-1/0,28-29=-1/0,27-28=-1/0,26-27=-1/0,25-26=-1/0,24-25=-1/0, 23-24=-1/0,22-23=-1/0,21-22=-1/0,20-21=-1/0,19-20=-1/0,18-19=0/0 WEBS 2-33=-158/0,16-19=-134/0,3-32=-126/0,4-31=-135/0,5-30=-133/0,6-29=-133/0,7-28=-133/0,8-27=-133/0,9-26=-133/0, 10-25=-133/0,11-24=-134/0,12-22=-131/0,14-21=-141/0,15-20=-86/0,1-33=-2/0,17-19=-2/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard • Tob Truss — -Truss Type ` Y •Ply A00491471 7792 F13 Floor 3 1 Job Reference(optional) j Building Component Supply.Green Cove Springs,Ft. Run:7.620 s Apr 30 2015 Print:7.620 s AApprr 30 2015 A,fTek Industries,Inc. Fri Aug 28 14:10:27 2015 Page 1 I D:6LECZkUNzMg rs0Yu NiMwcNygyDE-4bdrytiOzxoFJ3UAGIiHA6gnv1YSMIy5xGHKAyjJ7g 0-1-8 3x4 H 4x4= 1-3-0 -___-2 1.5x3 0-9-0 3 1.5x3 4 0-1-8 Scale=1:9.1 Ti N N, :9 10 , ,// Pr V`N2` 811 N b1 3x4= 3x4= • 7 6 3x4= 3x4 0-3-8(0-1-8) 0-3-8(0-1-8) 1-7-8 2-0-0 2-4-8 __ 4-0-0 i 1-7-8 0-4-8 . 0.4-8 1-7-8 Plate Offsets(X,Y)-- [4:0-1-8,E !CM:0-1-8,Edge],[7:0-1-8,Edge] 200#/0# LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 ' Lumber DOL 1.00 BC 0.08 Vert(TL) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:26 lb FT=20%F,11%E - LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-0-0 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) 8=200/0-3-8 (min.0-1-8),5=200/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 8-9=-193/0,1-9=-193/0,5-10=-193/0,4-10=-193/0,1-2=-163/0,2-3=-163/0,3-4=-163/0 BOT CHORD 7-8=0/10,6-7=0/163,5-6=0/10 WEBS 4-6=0/204,1-7=0/204,2-7=-123/0,3-6=-123/0 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. LOAD CASE(S) Standard -Job 'Truss — - Truss Type 1 `Ply A0049148 7792 IF14 GABLE 1 Il� Job Reference(optional) I Building Component Supply.Green Cove Springs,FL Run:7.820 s Apr 30 2015 Print:7.620 s Apr 30 2015 Wok Industries,Inc.Fri Aug 28 14:1027 2015 Page 1 I D:6L ECZkUNzMg rs0YuNiMwcNygyDE-4 bd ryti0zxoFJ3UAGl i HA6gnCIjfSNuy5xGH KAYiJ 7g 0-1-8 3x4 0-1-8 1 3x4– 2 1.5x3 3 1.5x3 4 Scale=1:9.1 — Ti-- ■ -- rI -9 , 1110 ME iv, 1.5x3 \ 1.5x3= / -L1 7 .❖.❖.❖.❖.•.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.•.❖.•❖.❖.•.❖.❖.❖.❖.❖.❖.❖.❖.•.❖.❖.❖.❖.❖.•. • .❖.❖.❖.❖.❖.❖.❖.❖.••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••.•••••••••••••• ........................................................................... 8 7 6 5 3x4 3x4 3x4 3x4 (0-1-8) (0-1-8) (0-1-8) (0-1-8) 1-6-12 _1-10-0 2-1-4 3-8-0 1.6-12 p 3-0 0-3 4 1-6-12 Plate Offsets(X,Y)-- [4:0-1-8,Edge),{ QV-8,Edge],[7:0-1-8,Edge] 125i#Op 125#loft 57#10# LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 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 0.02 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:25 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. (lb/size) 8=57/3-8-0 (min.0-1-8),5=57/3-8-0 (min.0-1-8),7=125/3-8-0 (min.0-1-8),6=125/3-8-0 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension I. TOP CHORD 8-9=-5110,1-9=-51/0,5-10=-51/0,4-10=-51/0,1-2=0/5,2-3=0/5,3-4=0/5 BOT CHORD 7-8=0/3,6-7=-5/0,5-6=0/3 WEBS 2-7=-107/0,3-6=-107/0,1-7=-10/0,4-6=-10/0 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. LOAD CASE(S) Standard - --- --- --Joh ; --— Truss Truss Type Oty Ply ' 7792 FG01 FLAT GIRDER 1 3 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print.7.620 s Apr 30 2015 MTek Industries,Inc.Fri Aug 2814:10:27 2015 Page 1 ID :6LECZkUNzMgrsOYuNiMwcNygyDE-4bdrytiOzxoFJ3UAGIiHA6gcdWrS98y5xGHKAylJ7g 1-10-4__ __ 5-5-8____-_ 8-9-4__ _ 11-7-12 14-11-8 18-6-12____ _ 20-5-0 1-10-4 3-7-4 3-3-12 2-10-8 3-3-12 3-7-4 1-10-4 Scale=1:34.7 Special Special Special Special Special 4x6 2x4 3x6 4x10 Special 2x4 1 2x4 7x10 2x4 3x4 1 2Spedal 3 4 Special 19 5 Special 6 20 Special 7 Special 8 9 T1 �� T2 aim la'i��"�lw�}'"' �u W3 , W W1 W3 W3 V�1 W2 WI fi1� _1 �, r. �B2'1.. 1 [rn I 1- 1 i ' 1: . soo❖.o•.•sos000so.•oo.❖.❖.•..00 18 1721 22 16 23 24 15 25 14 26 3x4 4x10= THD46 2x4 THD46 4x5 THD46 6x8 13 12 27 11 10 THD46 THD46 2x4 I 4x6 4x10 2x4 0-5-8(0-1-8) (0-4-1)THD46 THD46 0-4-1) (0-4-1) 3563#/0# 8442#/0# 3075ft/0# 0#/-1214# 1-10-4 __. - 5-5-8 8-9-4 11-7-12 14-11-8 18-6-12 20-5-0 1-10-4 3-7-4 3-3-12 2-10-8 3-3-12 3-7-4 1-10-4_ Plate Offsets(X,Y)-- [10-2-4,0-2-0],[7:0-3-12,0-2-12],[13:0-2-4,0-1-0],[14:0-3-8,0-1-12],[17:0-3-12,0-2-0] LOADING(psf) SPACING- 1-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.21 15-16 >846 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.4515-16 >395 180 BCLL 0.0 • Rep Stress Incr NO WB 0.90 Horz(TL) 0.03 13 n/a n/a BCDL 10.0 Code FBC2014fTPI2007 (Matrix-M) Weight:328 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T2:2x4 SP No.1 end verticals. BOT CHORD 2x6 SP SS*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B2:2x6 SP No.2 WEBS 2x4 SP No.3"Except" W3:2x4 SP No.1 REACTIONS. (lb/size) 18=3563/0-5-8 (min.0-1-8),10=-974/6-0-0 (min.0-4-1),13=7755/6-0-0 (min.0-4-1),11=1957/6-0-0 (min.0-4-1) Max Upliftl0=-1214(LC 2) Max Gray 18=3563(LC 1),13=8442(LC 2),11=3075(LC 2) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-18=-3281/0,1-2=-5003/0,2-3=-5327/0,3-4=-5327/0,4-19=-7667/0,5-19=-7667/0,5-6=-7667/0,6-20=-7667/0, 7-20=-7667/0,7-8=0/2036,8-9=0/2289,9-10=0/1154 BOT CHORD 17-18=0/254,17-21=0/11732,21-22=0/11732,16-22=0/11732,16-23=0/11732,23-24=0/11732,15-24=0/11732, 15-25=0/7667,14-25=0/7667,14-26=-6101/0,13-26=-6101/0,12-13=-6101/0,12-27=-6101/0,11-27=-6101/0,10-11=-83/0 WEBS 1-17=0/5618,2-17=-1652/0,4-17=-6607/0,4-16=-488/665,4-15=-4355/0,5-15=-1069/0,6-14=-1884/0,7-14=0/14246, 7-13=-6842/0,7-11=0/4193,8-11=-1539/0,9-11=-2609/0 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 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 7-13 2x4-1 row at 0-7-0 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=101mph;TCDL=5.Opsf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4) 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 ANSUTPI 1. 5)Provide adequate drainage to prevent water ponding. 6)Gable studs spaced at 1-4-0 oc. 7)Concentrated loads from layout are not present in Load Case(s):#3 Dead+Uninhabitable Attic Without Storage;#4 Dead+0.6 MWFRS Wind(Pos.Internal)Left;#5 Dead+0.6 MWFRS Wind(Pos.Internal)Right;#6 Dead+0.6 MWFRS Wind(Neg.Internal)Left;#7 Dead +0.6 MWFRS Wind(Neg.Internal)Right;#8 Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel;#9 Dead+0.6 MWFRS Wind(Pos. Internal)2nd Parallel;#10 Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel;#11 Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel;#16 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left);#17 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right);#18 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel);#19 Dead+0.75 Roof Live (bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel). 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1214 lb uplift at joint 10. Continued on page 2 Toff— Truss 'Truss Type Qty -Ply 7792 FG01 FLAT GIRDER 1 Apr Building Component Supply,Green Cove Springs,FL - - -- Run:7.620 a pr 30 2015 O��o. Reference(optional) _ J Y 6g 1:7.620 s Apr 30 2015 MiTek Industries,Inc.Fri Aug 28 14:10:27 2015 Page 2 YuNiMwcN gyDE-4bdrytiOzxoFJ3UAGIiHA ccIWrS98y5xGHKAAJ7g NOTES- 11)Load case(s)1,2,12,17,18,19 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 13)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings.Building designer must provide for uplift reactions indicated. 14)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 6-0-0 oc max.starting at 2-0-0 from the left end to 18-0-0 to connect truss(es)F11 (1 ply 2x4 SP),F10(1 ply 2x4 SP),F07(1 ply 2x4 SP)to back face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1 lb down at 0-1-12,and 1069 lb down at 18-6-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 17)Special hanger(s)or other connection device(s)shall be provided starting at 0-2-8 from the left end to 20-3-4 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. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-9=-556,10-18=-10 Concentrated Loads(Ib) Vert:18=-1(F)12=-284(B)11=-284(B)21=51(B)22=51(B)23=51(B)24=51(B)25=51(B)26=-312 27=-284(B) 2)Dead+0.75 Roof Live(balanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-9=-478,10-18=-10 Concentrated Loads(Ib) Vert:18=-1(F)12=-873(B)11=-873(B)21=-64(B)22=-64(B)23=-64(B)24=-64(B)25=-64(B)26=-975 27=-873(B) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-9=-243,10-18=-10 Concentrated Loads(lb) Vert:18=-1(F)12=-1069(B)11=-1069(B)21=-102(B)22=-102(B)23=-102(B)24=-102(B)25=-102(B)26=-1196 27=-1069(B) 17)Reversal:Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-9=-556,10-18=-10 Concentrated Loads(Ib) Vert:18=-1(F)12=-284(B)11=-284(B)21=51(B)22=51(B)23=51(B)24=51(B)25=51(B)26=-312 27=-284(B) 18)Reversal:Dead+0.75 Roof Live(balanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-9=-478,10-18=-10 Concentrated Loads(Ib) Vert:18=-1(F)12=-284(B)11=-284(B)21=247(B)22=247(B)23=247(B)24=247(B)25=247(B)26=-312 27=-284(B) 19)Reversal:Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-9=-243,10-18=-10 Concentrated Loads(Ib) Vert:18=-1(F)12=-284(B)11=-284(B)21=312(B)22=312(B)23=312(B)24=312(B)25=312(B)26=-312 27=-284(B) [Job -Trims Truss Type IQty Ply 7792 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.Fri Aug 28 14:10:28 2015 Page 1 I D:6L ECZkUNzMg rsOYu N iMwcNygyDE-Zn B E9DiekFw6xC3MpS DWjJCn59rrBe75J bO rscyjJ7f 5-1-10 10-1-8 15-1-6 20-3-0 I— 5-1-10 4-11-14 4-11-14 5-1-10 3x6 Scale=1:52.1 1 2 13 3 4 14 5 6 q�_T1 = - 12 5 2x4III 1. 2x4 I l \ W1 W8 W8 7x6' n n n B1 —� n nil n Bz fl n n. ._ • ;1, 15 16 17 11 18 19 10 20 9 21 22 23 8 24 25 26 27 oi 3x8 MT2OHS 1 THD46 10x12 6x8- 3x8 ' THD46 THD4610x12 THD46 5x10 MT2OHS 0-ti,01J1 )7)THD46 THD46 THD46 THD46 THD46 Special0-5-0(0.4-2) 8734#/-182# 10549#/-188# ■ 5-1-10 10-1-8 15-1-6 20-3-0 - i 5-1-10 4-11-14 4-11-14 5-1-10 _Plate Offsets(X,V)- [1:0-2-12,0-2-0],[6:0-2-12,0-1-12],[7:Edge,0-3-8],[8:0-6-0,0 76-0],[9:0-6-0,0-1-8],[11:0-6-0,0-5-8] -- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.11 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.17 8-9 >999 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Ina NO ; WB 0.79 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 i (Matrix-M) Weight:621 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 2x8 SP No.2 end verticals. WEBS 2x4 SP No.2*Except BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W1:2x4 SP No.1,W3:2x4 SP No.3 REACTIONS. (lb/size) 12=3342/0-5-0 (min.0-3-7),7=3829/0-5-0 (min.0-4-2) Max Horz 12=-213(LC 6) Max Upliftl2=-182(LC 4),7=-188(LC 5) Max Gray 12=8734(LC 12),7=10549(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-12=-7446/183,1-2=-4392/113,2-13=-4392/113,3-13=4392/113,3-4=-4923/88,4-14=-4923/88,5-14=-4923/88, 5-6=-4923/88,6-7=-8334/203 BOT CHORD 12-15=-93/103,15-16=-93/103,16-17=-93/103,11-17=-93/103,11-18=-121/5905,18-19=-121/5905,19-20=-121/5905, 10-20=-121/5905,9-10=-121/5905,9-21=-121/5905,21-22=-121/5905,22-23=-121/5905,8-23=-121/5905,8-24=-2/31, 24-25=-2/31,25-26=-2/31,26-27=-2/31,7-27=-2/31 WEBS 1-11=-156/8581,2-11=-540/164,3-11=-2972/61,3-9=0/4101,3-8=-1929/75,5-8=-538/152,6-8=-169/9605 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:2x8-3 rows staggered at 0-4-0 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=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)Concentrated loads from layout are not present in Load Case(s):#3 Dead+Uninhabitable Attic Without Storage;#4 Dead+0.6 MWFRS Wind(Pos.Internal)Left;#5 Dead+0.6 MWFRS Wind(Pos.Internal)Right;#6 Dead+0.6 MWFRS Wind(Neg.Internal)Left;#7 Dead +0.6 MWFRS Wind(Neg.Internal)Right;#8 Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel;#9 Dead+0.6 MWFRS Wind(Pos. Internal)2nd Parallel;#10 Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel;#11 Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel;#16 Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left);#17 Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right);#18 Dead+0.75 Roof Live(bal.)+0.75 Uninhab. Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel);#19 Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel). 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 182 lb uplift at joint 12 and 188 lb uplift at joint 7. Continued on page 2 • ' JOU Truss.--- - --..-------- Truss Type ------- - -- ---1Oty - 'Ply.. 7792 FG02 FLAT GIRDER �1 Building Component Supply,Green Cove Springs.FL Run:7. Pr.Job Reference(optional) 9 Po Y 620 s Apr 30 2015 Print:7.620 s Apr 30 2915 MiTek Industries,Inc. Fri Aug 28 14:10:28 2015 Page 2 I D:6LECZkU NzMg rs0Yu NiMwcNygyDE-Zn BE9DiekFw6xC3 M pSD WjJCn59rrBe 75Jb0 rscyj J 7f NOTES- 10)Load case(s)1,2,12 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-10-0 from the left end to 17-10-0 to connect truss(es) Flt(1 ply 2x4 SP),F10(1 ply 2x4 SP),F09(1 ply 2x4 SP),F08(1 ply 2x4 SP),F07(1 ply 2x4 SP)to front face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. 14)"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. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1975 lb down at 18-4-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-6=-100,7-12=-20 Concentrated Loads(Ib) Vert:12=-1(F)9=-438(F)15=-438(F)17=-438(F)18=-438(F)20=438(F)21=-487(F)23=-524(F)24=-524(F)26=-524(F)27=-524(F) 2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-6=-80,12-16=-50,16-19=-20,19-22=-50,22-25=-20,7-25=-50 Concentrated Loads(lb) Vert:12=-1(F)9=-1357(F)15=-1357(F)17=-1357(F)18=-1357(F)20=-1357(F)21=-1509(F)23=-1613(F)24=-1613(F)26=-1613(F)27=-1613(F) 12)Dead+Uninhabitable Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1.6=-20,12-16=-60,16-19=-20,19-22=-60,22-25=-20,7-25=-60 Concentrated Loads(Ib) Vert:12=-1(F)9=-1663(F)15=-1663(F)17=-1663(F)18=-1663(F)20=-1663(F)21=-1850(F)23=-1975(F)24=-1975(F)26=-1975(F)27=-1975(F) Job Truss Truss Type Qty Ply A0049151 7792 HJ02 JadaPartial Girder 2 1 Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print 7..J7 Reference(0 620 s Apr 30 2015 5 Mnal)MiTek Industries,Inc. Fri Aug 2814:10:28 2015 Page 1 ID:6LECZkUNzMgrsOYuNiMwcNygyDE-ZnBE9DiekFw6xC3MpSDWjJCzx93DBq WSJbOrscyjJ7f 1-4-13 2-9-10 1-4.13 1-4-13 Scale=1:11.3 2 4.95'12 y T1 -1e 40#/-42# 4 N 03(0-1-8) HW1 81 - --- fr 4 3 3x4= 36#/-21# 3 x 4 I I I 2-9-10 2-9-10 Plate Offsets(X,Y)-- [1:0-1-12,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) 0.00 3-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 3-7 >999 180 BCLL 0.0 * Rep Stress Incr NO • WB 0.00 Horz(TL) -0.00 2 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 2-9-10 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=26/0-4-3 (min.0-1-8),2=33/Mechanical,3=19/Mechanical Max Horz 1=27(LC 7) Max Uplift 1=-42(LC 7),2=-18(LC 7),3=-21(LC 7) Max Gray 1=40(LC 3),2=33(LC 1),3=36(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-23/13 BOT CHORD 1-4=-64/42,3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional);porch left and right exposed;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 42 lb uplift at joint 1,18 lb uplift at joint 2 and 21 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)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 Trapezoidal Loads(plf) Vert:1=0(F=30,B=30)-to-2=-42(F=9,B=9),5=0(F=10,B=10)-to-3=-14(F=3,B=3) 'Job Huss Truss Type Qty A0049152 7792 HJ12 Jadc•Partial 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 AfTek Industries,Inc.Fri Aug 28 14:10:28 2015 Page 1 I D:6L ECZkU NzMg rsOYu Ni MwcNygyDE-ZnBE9DiekFw6xC3MpSDWjJCy693GBgW 5JbOrscyjJ 7f 1-4-13 2-9-10 ~ 1-4-13 1-4-13 Scale=1:16.3 4.95 12 2 tI . 0 38#/-6# 2x4 I I % T1 35#/-25# 0-71r r :) N .N 4' N W1 111 B1 3 37#/-1# 4 2x4 1I 2-9-10 2-9-4 • LOADING(psf) SPACING- 2-0-0 CSI. • DEFL in floc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 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 Ind NO WB 0.00 Horz(TL) -0.01 2 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 2-9-10 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=24/0-7-0 (min.0-1-8),2=35/Mechanical,3=13/Mechanical Max Horz4=39(LC 8) Max Uplift4=-6(LC 6),2=-25(LC 7),3=-1(LC 8) Max Grav4=38(LC 3),2=35(LC 1),3=37(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-20/18,1-2=-17/10 BOT CHORD 3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional);end vertical left exposed;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 4,25 lb uplift at jqint 2 and 1 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)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 Trapezoidal Loads(plf) Vert:1=0(F=30,B=30)-to-2=-42(F=9,B=9),4=0(F=10,B=10)-to-3=-14(F=3,B=3) Job Truss Truss Type 'Qty Ply • ' A0049153�. 7792 P01 Piggyback 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. Fri Aug 28 14:10:29 2015 Page 1 5-10-5 ID:6LECZkUNzMgrsOYuNiMwcNygyDE-1zIcM jjGVY3zYMeZNAldFX18mZPywHSFYF1003yjJ7e 1 5-10-5 5-10-5 Scale=1:17.0 5 4X5 ��' 6 7.00 ,2 ! 17 1/ / I ii � :31 T1 18 15 - 2 _ • 8 1 B1 . \ o 9 q.- •0 '.'•''074+7,•:+:+:+:•:+700:::+74,0:+:.:00:+1.0•••❖•••••••••••'•••••'•••'''''''•'.•••'•••*'•••••••••••••••••*'•:'•''.'.••'•••'•••••'•••••••••'.:•'•••❖•❖.❖.•.'••. 6 6 14 13 12 11 10 11-8-9 I-- . 11-8-9 i LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:41 lb FT=20%u 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=115/10-0-4 (min.0-1-8),8=115/10-0-4 (min.0-1-8),12=85/10-0-4 (min.0-1-8),1=-3/10-0-4 (min.0-1-8),9=-3/10-0-4 (min.0-1-8),14=127/10-0-4 (min.0-1-8),13=110/10-0-4 (min.0-1-8),11=110/10-0-4 (min.0-1-8),10=127/10-0-4 (min.0-1-8) Max Horz 1=57(LC 11) Max Uplift2=-15(LC 12),8=-15(LC 12),1=-30(LC 10),9=-3(LC 18),14=-27(LC 12),13=-28(LC 12),11=-28(LC 12),10=-27(LC 12) Max Grav2=120(LC 17),8=115(LC 1),12=85(LC 1),1=35(LC 11),9=7(LC 12),14=128(LC 17),13=110(LC 17),11=110(LC 18),10=128(LC 18) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-65/74,2-15=-55/32,3-15=-31/41,3-16=-43/28,4-16=-22/34,4-5=-65/66,5-6=-65/66,6-17=-22/34,7-17=-34/28, 7-18=-14/24,8-18=-38/10,8-9=-4/22 BOT CHORD 2-14=-31/41,13-14=-31/41,12-13=-31/41,11-12=-31/41,10-11=-31/41,8-10=-31/41 WEBS 5-12=-56/0,3-14=-97/68,4-13=-89/62,6-11=-89/62,7-10=-97/68 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 B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-11-15 to 3-11-15,Interior(1)3-11-15 to 5-10-5,Exterior(2)5-10-5 to 8-10-5 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 15 lb uplift at joint 2,15 lb uplift at joint 8,30 lb uplift at joint 1,3 lb uplift at joint 9,27 lb uplift at joint 14,28 lb uplift at joint 13,28 lb uplift at joint 11 and 27 lb uplift at joint 10. 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 1Qty Ply 7792 P02 IPggyback 13 1 A0049154, I Job Reference(optional) Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries.Inc. Fri Aug 28 14:10:29 2015 Page 1 ID:6LECZkUNzMgrsOYu NiMwcNygyDE-1 zlcMZjGVY3zYMeZNAkIFX14GZMPwHoFYFI003yJJ7e 5-10-5 11-8-9 5-10-5 5-10-5 Scale=1:19.2 3 4x5 7.00 P12 9 8 7 T1 ST1 T1 10 4 uY 2 I ; - _ 5 'u? o 1 811 ! 4 0 o .o 3x4 2x4 6 3x4 11-8-9 11-8-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.01 5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) 0.02 5 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code F8C2014/TP12007 (Matrix) Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=223/10-0-4 (min.0-1-8),4=223/10-0-4 (min.0-1-8),6=420/10-0-4 (min.0-1-8) Max Horz 2=-65(LC 10) Max Uplift2=-54(LC 12),4=-54(LC 12),6=-17(LC 12) Max Grav2=223(LC 21),4=223(LC 22),6=420(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15,2-7=-121/44,7.8=-63146,3-8=-59/60,3-9=-60/62,9-10=-61/49,4-10=-121/47,4-5=0/15 BOT CHORD 2-6=-6/51,4-6=-6/51 WEBS 3-6=-266/90 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 B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 3-3-11,Interior(1)3-3-11 to 5-10-5,Exterior(2)5-10-5 to 8-10-5 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 54 lb uplift at joint 2,54 lb uplift at joint 4 and 17 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. 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 • A0049155 7792 P03 [Truss 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. Fri Aug 2814:10:29 2015 Page 1 ID:6LECZkUNzMgrsOYuNiMwcNygyDE-1 zlcMZjGVY3zYMeZNAkIFX12PZAnwHmFYFI003yjJ 7e ----- 6-10-15 -_ 13-9-14 i• 6-10-15 N 6-10-15 3 o I Scale=1:20.5 1I4x5-- 7.00 Fif h 22 / • 23 ,rzi T7 ST3 r T1• `T, T _... T1 Ti �'�� 2 — n \4 1 o I, 1 B1-- o .- ;.................................................................................................. \ II o d 10 9 8 7 6 4x6 4x6 (0-1-8) (0-1-8) (0-1-8) (0-1-8) (0-1-8) (0-1-8) 832#/-190# 151#/-518# 300#/-56# 152#/-521# 834#/-190# 0#/-2# -- 13-9-14 f 13 9.14 Plate Offsets(X,Y)-- [2:0-0-12,Edge),[4:0-0-12,Edge] LOADING(psf) SPACING- 2-0-0 CS!. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.00 4-5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.01 4-5 n/r 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) 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. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 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) 2=-2/10-8-10 (min.0-1-8),4=0/10-8-10 (min.0-1-8),8=300/10-8-10 (min.0-1-8),9=-518/10-8-10 (min.0-1-8),10=832/10-8-10 (min.0-1-8), 7=-521/10-8-10 (min.0-1-8),6=834/10-8-10 (min.0-1-8),2=-2/10-8-10 (min.0-1-8),4=0/10-8-10 (min.0-1-8) Max Horz 2=-139(LC 1),2=-139(LC 1) Max Uplift2=-2(LC 1),8=-56(LC 12),9=-518(LC 1),10=-190(LC 12),7=-521(LC 1),6=-190(LC 12),2=-2(LC 1) Max Grav8=300(LC 1),9=151(LC 12),10=832(LC 1),7=152(LC 12),6=834(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17,2-22=-307/789,3-22=-213/117,3-23=-213/117,4-23=-327/876,4-5=0/17 BOT CHORD 2-10=-1041/375,9-10=-9/184,8-9=-9/184,7-8=-9/184,6-7=-9/184,4-6=-1087/389 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 B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-11-15 to 3-11-15,Interior(1)3-11-15 to 6-10-15,Exterior(2)6-10-15 to 9-10-15 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2 lb uplift at joint 2,56 lb uplift at joint 8,518 lb uplift at joint 9,190 lb uplift at joint 10,521 lb uplift at joint 7,190 lb uplift at joint 6 and 2 lb uplift at joint 2. 9)Non Standard bearing condition. Review required. 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 ;Truss Truss Type 'Qty Ply + A0049156I 7792 T01 ROOF SPECIAL 19 1 1 Job Reference(optional) ---- - ---- Building Component Supply,y,,Green Cove Springs,FL - Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc. Fri Aug 2814:10:29 2015 Page 1 ID:6LECZkUNzMgrsOYuNiMwcNygyDE-1 zlcMZjGVY3zYMeZNAkIFXI?XZCCwGoFYF1003yjJ7e 3-8-10 10-1-8 I 16-6-6 20-3-0 -; 3-8-10 6-4-14 6-4-14 3-8-10 3 Scale=1:33.4 7.00 12 �� 15 14,. T1 T1 2 4 13 / 16 MN •81 I . 6 1 / 4x10= 2x4 II 4x10 5 N u) In O '4 3-8-10 10-1-8 16-6-6 20-3-0 0 8 0- -8 3-8-10 6.4-14 6-4-14 3-8.10 038(0-1-8) Plate Ottsels�X,Y)- 13:0-4-0,0-2-01 8198/-78# 81141-824 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 ! Vert(LL) -0.31 6-12 >764 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.82 6-9 >292 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(TL) 0.77 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:99 lb FT=20%n LUMBER- BRACING- TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 4-11-13 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 JOINTS 1 Brace at Jt(s):6 MiTek recommends that Stabilizers and required cross bracing ' be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=819/0-3-8 (min.0-1-8),5=811/0-3-8 (min.0-1-8) Max Horz 1=-116(LC 10) Max Uplift1=-78(LC 12),5=-82(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-13=-413/101,2-13=-312/105,2-14=-2222/297,3-14=-12181218,3-15=-1220/217,4-15=-2201/304,4-16=-296/107, 5-16=-394/102 BOT CHORD 2-6=-184/1473,4-6=-190/1462 WEBS 3-6=0/332 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.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-1-8,Exterior(2)10-1-8 to 13-1-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)1,5 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 78 lb uplift at joint 1 and 82 lb uplift at joint 5. 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 A00491571 7792 102 Hip Girder 1 1 Inc.Fri.Job Reference Springs, vkBuiking Component Supply, Cove S FL 2015 Aug 28 14:10:30 2015 Page 1' A ID:6 E NzMgrsOYuN gyDEA auG B 0WDl F okIBFzzcce2OnvVxwVyjJ7d Q$7 5-2-8 7442 10-2-8 2� B 2-0-5 3-2-3 2-3-14 2-8.2- 12-10-10 2-8-2 2-3-14 3-2-3 2-0-5 T'I , Scale=1:37.8 37; 4x gg 2x4 36 T3 T3 39 2x4 a. NAILED, 5 W4 10 'NAILED NAILED NAILED co 7.0012 4x5 ' 4x5 351 3x4 N.I D 3x8 3x6 40 4x5 Special 2 W3 AILED 6.-NAILED 8 9 12W3 1'ip4x5 q (-J__ -- -Iii L_ 3 np n nn n _T2... 6'1 I a. 13 `p 1 Tt sr�r 1 J W 2x4 2x4 ':' i; Tt 15 �p r o I- 6t n n RID 1 n n nil 1 B2 — • Id .-1 20 27 28 29 19 18 30 31 17 32 33 34 16 gi 3x6 3x4 NAILED NAILED 3x6– NAILED 2x4 NAILED NAILED 3x4 3x6 II Special 3x4 NAILED Special 0-3-8(0-1-8) NAILED 0-3-8(0-1-8) 749#/-486# 749#/-485# 2 0 _ 7-6-6 12-10-10 18-4-11 20-5-0 2-0-55 5-6-1 5-4-5 5-6-1 2-0-5 Plate Offsets(X,Y)-[1:0-2-8,0-0-13],[3:0-3-4,0-2-4],[13:0-1-4,0-2-4],[15:0-2-8,0-0-13]_ LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.22 17-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.28 17-19 >863 180 BCLL 0.0 • Rep Stress Ina NO WB 0.45 Horz(TL) 0.06 15 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 4-10-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-10 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):6,9,8,4,12 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3,Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=749/0-3-8 (min.0-1-8),15=749/0-3-8 (min.0-1-8) Max Horz 1=-111(LC 6) Max Uplift 1=-486(LC 8),15=-485(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1184/811,2-3=-1042/731,3-4=-674/593,4-6=-674/593,6-8=-1395/1090,8-9=-1395/1090,9-11=-675/592, 11-12=-675/592,12-13=-675/592,13-14=-1043/730,14-15=-1186/811,3-35=-451/191,5-35=-420/194,5-36=-461/254, 36-37=-426/256,7-37=-395/272,7-38=-397/272,38-39=-426/256,10-39=-461/253,10-40=-422/194,13-40=-452/191 BOT CHORD 1-20=-678/1024,20-27=-1193/1763,27-28=-1193/1763,28-29=-1193/1763,19-29=-1193/1763,18-19=-1189/1758, 18-30=-1189/1758,30-31=-1189/1758,17-31=-1189/1758,17-32=-1189/1758,32-33=-1189/1758,33-34=-1189/1758, 16-34=-1189/1758,15-16=-678/1025 WEBS 2-20=-181/229,6-20=-749/516,6-19=-130/210,9-19=-110/126,9-17=-129/209,9-16=-742/513,14-16=-180/228, 7-8=-99/152,4-5=-191/105,10-12=-191/104 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 B;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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 486 lb uplift at joint 1 and 485 lb uplift at joint 15. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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)95 lb down and 113 lb up at 2-0-5, and 95 lb down and 113 lb up at 18-4-11 on top chord,and 21 lb down and 50 lb up at 2-2-7,and 21 lb down and 50 lb up at 18-1-13 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Continued on page 2 Job Truss Truss Type Qty Ply A0049157 7792 TO2 Hip Girder 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Rum 7.820 s Apr 30 2015 Print:7.620 s Apr 30 2015 k4Tek Industries,Inc.Fri Aug 28 14:10:30 2015 Page 2 ID:6LECZkUNzMgrs0YuNiMwcNygyDE-VAI_avkuGsBgAWDIxtF_okl BFzccfe2OnvVXWVyJJ7d LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-60,2-3=-60,13-14=-60,14-15=-60,21-24=-20,3-7=-60,7-13=-60 Concentrated Loads(lb) Vert:2=62(F)14=62(F)18=-9(F)20=0(F)16=0(F)7=11(F)28=-9(F)29=-9(F)30=-9(F)31=-9(F)32=-9(F)33=-9(F)35=11(F)36=11(F)37=11(F)38=11(F)39=11(F) 40=11(F) Job - Truss Truss Type Qty Ply A0049158 7792 T03 COMMON 2 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Fri Aug 28 14:10:30 2015 Pape 1 ID:6LEC2kUNzMgrsOYuNiMwcNygyDE-VAI_avkuGsBgAWDIxtF_okICfzWwfcOOnvVxwVyJJ7d I - 7-0-0 10-2-8 13-5-0 20-5-0 7-0-0 3-2-8 3-2-8 7-0-0 3. X51 _ Scale=1:34.1 2x4\\ 2x4 7.00 Fif 4 2 T1 13 14 1 1 5 H 1 1 la~1 B1 �� 61 Wto ® 6 3x6 11 5x8= 3x6 0-3-8(0-1-8) 0-3-8(0-1-8) 10-2-8 20-5-0 &17#/-2,94# 10-2-8 10-2-8 817#/.294# Plate Offsets(X,Y)- (1:0-2-12,0-0-9],[5:0-2-12,0-0-9],(6:0-4-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.30 6-12 >813 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.43 6-9 >574 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.55 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:91 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing WEDGE I be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 ' Installation guide. REACTIONS. (lb/size) 1=817/0-3-8 (min.0-1-8),5=817/0-3-8 (min.0-1-8) Max Horz 1=-119(LC 10) Max Uplift 1=-294(LC 12),5=-294(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-13=-1125/736,2-13=-1038/758,2-3=-893/749,3-4=-893/749,4-14=-1038/758,5-14=-1125/736 BOT CHORD 1-6=-585/897,5-6=-584/897 WEBS 3.6=-741/746,4-6=-334/215,2-6=-334/215 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.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-2-8,Exterior(2)10-2-8 to 13-6-1 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 294 lb uplift at joint 1 and 294 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 ! A0049159 7792 T04 COMMON 4 1 Job Reference(optional)_ Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Fn Aug 28 14:10:31 2015 Page 1 ID:6LECZkUNzMgrsOYuNiMwcNygyDE-zMsMnEIW1AJhogoxVanDKygPPN_052YOZEVTxyIJ7c 5-1-12 10-2-8 15-3-4 20-5-0 5-1-12 5-0-12 5-0-12 5-1-12 3' Scale=1:34.1 4dt5 - 7.00.12 16 ., 17 2X4 \ 2x4 •2 4 // • T1 co • 18 i%� 71( 1 i �/ 5 B1�A B1 ■■ .. - - B7 tuq o tFE4 8 7 ►•I . 3x4= 3x6- 6 34 Il 3x4 3x6 0-5-8(0-1-8) 0-5-8(0-1-8) 0-3-8(0-1-8) 7-8-12 12-8-4 20-5-0 534#/-7 7-8-12 4-11-8 746tH-128# 7-8-12 367#1.136# Plate Offsets(X,Y)— [1:0-3-0,0.0-1j,[3:0-2-8,0-1-12],[5:0-3-0,0-0-1] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.14 6-14 >670 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.18 6-14 >504 180 BCLL 0.0 • Rep Stress Incr YES WB 0.40 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:98 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 WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 6=746/0-5-8 (min.0-1-8),1=534/0-5-8 (min.0-1-8),5=353/0-3-8 (min.0-1-8) Max Horz 1=119(LC 11) Max Uplift6=-128(LC 12),1=-71(LC 12),5=-136(LC 12) Max Grav6=746(LC 1),1=534(LC 1),5=367(LC 22) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-15=-672/211,2-15=-563/224,2-16=-500/211,3-16=-459/226,3-17=-220/292,4-17=-253/268,4-18=-295/297, 5-18=-372/279 BOT CHORD 1-8=-133/547,7-8=-34/227,6-7=-34/227,5-6=-211/294 WEBS 2-8=-305/149,3-8=-24/400,3-6=-458/0,4-6=-317/196 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 B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-2-8,Exterior(2)10-2-8 to 13-2-8 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 128 lb uplift at joint 6,71 lb uplift at joint 1 and 136 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 '�— — , — Truss Type Oty 'Ply , 7792 1 T05 Roof Special 1 1 A0049160 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MMTek Industries,Inc.Fri Aug 2814:10:31 2015 Pare 1 ID:6LECZkUNzMgrsOYuNiMwcNygyDE-zMsMnEIW1AJhogoxVanDKygPgNzW05OY0ZEVTxyjJ7c I 5-1-12 I 10-2-8 - 14-9-10 15-3-4 19-4-11 20-5-0 • 5-1-12 5-0-12 4-7-2 0-5-1.1 4-1-7 1-0-5 3. Scale=1:35.3 4X5"- 7.00 12 113„..-- - 17 2x4� 2x4 2 4 % T2 / 15„------' 5/ 18 2x4 / / - 2x4 I 6x8 1 \�� W3 11 pil 1 5_T3 -'y 0? 61 [-I ! B2 0 9 8 I= 3x4 3x6 7 6 3x6 1 3x4 0-5-8(0-1-8) 0-5-8(0-1-8) 0-7-0(0-1-8) 7-8-12 12-8-4 19-4-11 20-5-0 510#-67# 7-8_i2 a-11-8 804#11-137# 6-8-7 - ? -127# Plate Offsets(X,Y)-- [1:0-3-0,0-0-1],[3:0-2-8,0-1-12],[5:0-6-8,0-4-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.16 6-7 >563 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.23 6-7 >400 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 I Horz(TL) 0.01 1 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 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. WEDGE MiTek recommends that Stabilizers and required cross bracing l Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 6=307/0-7-0 (min.0-1-8),7=804/0-5-8 (min.0-1-8),1=510/0-5-8 (min.0-1-8) Max Horz 1=-118(LC 10) Max Uplift6=-127(LC 12),7=-137(LC 12),1=-67(LC 12) Max Grav6=316(LC 22),7=804(LC 1),1=510(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-15=-629/190,2-15=-520/203,2-16=-456/190,3-16=-426/205,3-17=-162/257,4-17=-192/234,4-18=-215/259, 5-18=-310/244,5-6=-246/171,5-11=0/0 BOT CHORD 1-9=-118/521,8-9=-20/197,7-8=-20/197,6-7=-172/216 WEBS 2-9=-306/149,3-7=-507/0,3-9=-24/404,4-7=-309/172 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 B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-2-8,Exterior(2)10-2-8 to 13-2-8 zone;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 127 lb uplift at joint 6,137 lb uplift at joint 7 and 67 lb uplift at joint 1. 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 ' A0049161 7792 T06 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. Fri Aug 28 14:10:31 2015 Page 1 ID:6LECZkUNzMgrs0YuNiMwcNygyDE-zMsMnEIW 1 AJhogoxVanDKygOPN_O52Y0ZEVTxyJJ7c 5-1-12 -. 10-2-8 15-3-4 17-4-11 20-5-0 _ - 5-1-12 5-0-12 5-0-12 2-1-7 3-0-5 3' 4X5' Scale=1:37.9 7.00,12 1S 19 2x4 , ' 2x4 i j/ ' \ 4 2 T1 / i I2 W2, Ti 2x4 , i 20 2x4 I 17 // ",\ T2 . W1 / W1 W3 4 1 N ua 1 _ .., rJ - _ . . _._ i__- _____-_- _1 d 81 - - B1 8 7 '1 �---5 6 3x6 it 3x4 3x6 3x4 3x6 ■ 2x4 I 0-5-8(0-1-8) 0-5-8(0-1-8) 0-7-0(0-1-8) 534#/-71# 746#/-128# 367#/-136# 7-8_-12____ 12-8-4 17-4-11 20-5-0 7-8-12 4 1-1$ - 4-8-7 3-0-5 Plate Offsets(X,Y)-- [1:0-3-0,0-0-1],[3:02 8,0-1-12],[5:0-3-0,0-0-1],[5:0-1-14,0-1-0] • LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.14 6-16 >670 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.18 6-16 >504 180 BCLL 0.0 • Rep Stress lncr YES WB 0.40 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:105 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. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3,Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=746/0-5-8 (min.0-1-8),1=534/0-5-8 (min.0-1-8),5=353/0-7-0 (min.0-1-8) Max Horz 1=-119(LC 10) Max Uplift6=-128(LC 12),1=-71(LC 12),5=-136(LC 12) Max Grav6=746(LC 1),1=534(LC 1),5=367(LC 22) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-17=-672/211,2-17=-563/224,2-18=-500/211,3-18=-459/226,3-19=-220/292,4-19=-253/268,4-20=-295/297, 5-20=-372/279 BOT CHORD 1-8=-133/547,7-8=-34/227,6-7=-34/227,5-6=-211/294 WEBS 2-8=-305/149,3-6=-458/0,3-8=-24/400,4-6=-317/196 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 B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-2-8,Exterior(2)10-2-8 to 13-2-8 zone;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.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 128 lb uplift at joint 6,71 lb uplift at joint 1 and 136 lb uplift at joint 5. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss 'Truss Type Qty Ply ■ I A0049162, 7792 707 :Roof Special 1 1 ' Job Reference(optional) , om pon Page Building Component Supply,Green Cove Springs.R. Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 A4Tek Industries,Inc.Fri Aug AA,,,,��2614:10:31 2015 Pa6e 1 ID:6LECZkUNzMgrs0YuNiMwcNygyDE-zMsMnEIW1AJhogoxVanDKygOPN_O52Y0ZEVTxyJJ7c 5-1-12 10-2-8 15-3-4 154-11 20-5-0 5-1-12 5-0-12 5-0-12 0-1-7 5-0-5 3,1 Scale=1:36.5 >�45 1 7.00 12 17 18 2x4 2x4 2x4 2x4 • 4 2 T1 _ - - Tt- W2 W2 19 16 V3 !� W1 W1 co 1 Ii HW1 I I i l' B1 B7 -. (_{ 8 7 - - -5 3x4 3x6 6 3x6 1 3x6 3x4 2x4 0-5-8(0-1-8) 0-5-8(0-1-8) 0-7-0(0-1-8) 534#/-71# 746#/-128# 367#/-136# 7-8-12 12-8-4 15-4-11 20-5-0 7-8-12 4-11-8 2-8-7 5-0-5 Plate Offsets(X,Y)— [1:0-3-0,0-0-1],[3:0-2-8,0-1-12],[5:0-3-0,0-0-1],[5:0-1-14,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.14 6-15 >670 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.18 6-15 >504 180 BCLL 0.0 • Rep Stress lncr YES WB 0.40 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:110 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. WEDGE I MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3,Right:2x4 SP No.3 I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=746/0-5-8 (min.0-1-8),1=534/0-5-8 (min.0-1-8),5=353/0-7-0 (min.0-1-8) Max Horz 1=-119(LC 10) Max Uplift6=-128(LC 12),1=-71(LC 12),5=-136(LC 12) Max Grav6=746(LC 1),1=534(LC 1),5=367(LC 22) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-16=-672/211,2-16=-563/224,2-17=-500/211,3-17=459/226,3-18=-220/292,4-18=-253/268,4-19=-295/297, 5-19=-372/279 BOT CHORD 1.8=-133/547,7-8=-34/227,6-7=-34/227,5.6=-211/294 WEBS 2-8=-305/149,3-6=458/0,3-8=-24/400,4-6=-317/196 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 B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-2-8,Exterior(2)10-2-8 to 13-2-8 zone;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 128 lb uplift at joint 6,71 lb uplift at joint 1 and 136 lb uplift at joint 5. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard :Jab _ Truss 'Truss Type _- Qty Ply A0049163 7792 108 Half Hip Girder 1 1 Building Component Supply.Green Cove Springs,FL I p Run:7.620 s Apr 3 ,Jab Reference(0ptiMnal)__ ng po pn gs, 02015 Print 7.620 s Apr 302015 MiTek Industries,Inc. Fri Aug 28 14:10:32 2015 Page 1 ID:6LECZkUNzMgrsOYuNiMwcNygyDE-RYQk?am8oTRYPgN7211St9NbEmL07ezhEC 2?OyIJ7b 2-0-5 6-0-0 1 . 2-0-5 3-11-11 Scale=1:19.1 SPedal 700 12 5x6- NAkED 32x4 i, 2 6 T2 r I� 111\ 2x4 II / T1 �'� W4 111-411•11• 1 \, \, B1 1[l �- 1 NE 7 8 4 Spedal NAILED 209#/-102# 5 3x4 3x4 - 0-5.8(0.1.8) 190#/-76# 6-0-0 6-0-0 Plate Offsets(X,Y)- (2:0-3-0,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.06 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.13 4-5 >531 180 BCLL 0.0 * Rep Stress Incr NO WB 0.03 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:34 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=199/Mechanical,5=179/0-5-8 (min.0-1-8) Max Horz 5=64(LC 8) Max Uplift4=-102(LC 5),5=-76(LC 8) Max Grav4=209(LC 25),5=190(LC 25) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-39/41,2-6=-0/0,3-6=0/0,3-4=-110/60,1-5=-65/37 BOT CHORD 5-7=-77/71,7-8=-77/71,4-8=-77/71 WEBS 2-4=-84/91,2-5=-116/109 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 B;End.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 102 lb uplift at joint 4 and 76 lb uplift at joint 5. 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)136 lb down and 140 lb up at 2-0-5 on top chord,and 30 lb down and 62 lb up at 2-2-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(lb) Vert:2=57(F)6=8(F)7=14(F)8=-1(F) 706 -- -Truss Truss Type Qty Ply ' A0049164 7792 T09 Roof Special Girder 1 i 1 Building Component Supply.Green Cove Springs.FL Run:7.620 s Apr 3 ;Job Reference 2015 M.Tek -- — — - n9 pd�, 02015 Print:7.620 s Apr 30 2015 MiTek IndusVies,Inc.Fri Aug 2814:10:32 2015 Page 1 I D:6L ECZkUNzMg rs0Yu N iMwcNygyDE-RYQk?am8oTRYPq N 721ISt9NT8mDg7 UGhEC_2?O 1J7 b 5-1-7 10-2-8 i 14-5-0 20-6-4 20-10-9 27-3-2 33-11-0 39-11-0 6.1-7 5-1-1 4-2-8 6-1-4 0-4-5 6-4-9 6-7-14 6-0-0 5x6 Scale=1:70.9 3 NAILED • 7.00 12 l., NAILED 2x4 T2 5x6 4x5 I 3x6 5AILED 2x4 4 T3_ , NAIkEDNAeED 7 , NAIkgDNAI�ED al 2 T1 111f 1 NAILED ‘1%1 W3 "23 24 25 26 627`28 29 30 +'' 31 W1 W4 W5 64 tKf T5 4x5 n 1 _ a �� —tuv9 9 (.,� B, _ B2 1 19 1617 16i—, i,:�� 1i. ta�:,�i�i+ter r` 12. 0-5-80-1.8) 3x4 033fg(0.1-8) 0.70(0-21a) NAILED NAILED 13 NAILED NAILED 11 NAILED NAIL 74.. :'r1-11) 4853# 827K432# 18690.3(5ft 1413#-346# 3x6 3x6 4x5- 4x5 NAILED 4x10 NAILED NAILED ill 7-8-10 12-8-4 20-5-0 20-6-4 27-3-2 33-11-0 I 39-11-0 7-8-10 4-11-10 7-8-12 0-I 4 6-8-14 6-7-14 6-0-0 Plate Offsets(X,Y) [1:0-3-0,0-0-1],[8:0-5-8,0-2-0],[10:Edge,0-3-8],[14:0-3-0,0-1-0],(16:0-3-4,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.11 16-17 >902 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.26 16-17 >366 180 BCLL 0.0 • Rep Stress lncr NO WB 0.66 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:220 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, except T4:2x4 SP No.1 end verticals. BOT CHORD 2x4 SP No.2"Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 84:2x4 SP No.3 6-0-0 oc bracing:16-17,13-14. WEBS 2x4 SP No.3 10-0-0 oc bracing:14-16 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1412/0-5-8 (min.0-1-11),1=485/0-5-8 (min.0-1-8),17=827/0-3-8 (min.0-1-8),16=1854/0-7-0 (min.0-2-3) Max Horz 1=153(LC 7) Max Uplift10=-346(LC 8),1=-53(LC 25),17=-132(LC 25),16=-355(LC 5) Max Gray 10=1413(LC 18),1=485(LC 1),17=827(LC 1),16=1869(LC 18) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-584/106,2-3=-412/110,3-4=-70/121,4-23=-116/114,5-23=-116/114,5-24=-1380/366,24-25=-1380/366, 25-26=-1380/366,26-27=-1380/366,6-27=-1380/366,6-7=-1380/366,7-28=-1380/366,28-29=-1380/366, 29-30=-1380/366,8-30=-1380/366,8-31=-1464/370,9-31=-1609/361,9-10=-1209/277 BOT CHORD 1-19=-62/517,18-19=-2/174,17-18=-2/174,16-17=-6/83,14-16=0/237,5-16=-1588/445,14-15=0/0,14-32=4/59, 32-33=-4/59,33-34=-4/59,13-34=-4/59,12-13=-242/1312,12-35=-242/1312,35-36=-242/1312,11-36=-242/1312, 11-37=-60/184,37-38=-60/184,10-38=-60/184 WEBS 2-19=-311/132,3-19=-50/388,3-17=-515/61,4-17=-285/169,4-16=-115/33,5-13=-367/1721,7-13=-787/377,8-13=-13/93, 8-11=0/304,9-11=-192/1153 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=40ft;eave=5ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional);end vertical 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.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 346 lb uplift at joint 10,53 lb uplift at joint 1, 132 lb uplift at joint 17 and 355 lb uplift at joint 16. 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:1-3=-60,3-4=-60,4-8=-60,8-9=-60,16-20=-20,14-15=-20,10-14=-20 Continued on page 2 o ;Truss Truss Type 'Qty 'Ply 7792 T09 Roof SpedalGirder 1 1 A0049164 Job Reference(motional)_ Building Component Supply.Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 I Tek Industries,Inc.Fri Aug 28 14:10:33 2015 Page 2 I D:6LECZkUNzMg rsOYu N iMwcNygyDE-vl_7CwmnZnZO1_yKc?phONwduAZvsxWgTsjcXgyJJ 7a LOAD CASE(S) Standard Concentrated Loads(lb) Vert:8=-102(F)12=-50(F)11=-50(F)24=-102(F)25=-102(F)27=-102(F)28=-102(F)29=-102(F)30=-102(F)31=-49(F)32=-50(F)33=-50(F)34=-50(F)35=-50(F) 36=-50(F)37=-103(F)38=-179(F) ■ Truss -- Truss Type -- -- -I Qty Ply A0049165 7792 T10 ROOF SPECIAL 1 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.Fri Aug 28 14:10:33 2015 Page 1 ID:6LECZkUNzMgrs0YuNiMwcNygyDE-1_7CwmnZnZO1 yKc?phQNwcoAafssggTsjcXgytJ7a 1-2-2 5-7-5 t_--_ 10-0-8 1 12-3-0 I.., 26-0-10 , 31-9-0 38-4-14 39.7.9 1-2-2 4-5-3 4-5-3 2-2-8 13-9-10 5-8-6 6-7-14 1-2-2 Scale=1:75.6 5x6= 7.00'12 5 5x6 - 2x4 ' 3x6 5x8 I T3 6 7 9 i 2x4..z,, --2 T4 _ T5 . 4 24 25 26 8 27` 28 29 1 5x6• r 3x6 5x6_ T2. r L T6 30 4x5 01 i 2x4 II W5 B4 1 . Vy W6 W7 W6 1 13 m N �' // L110 12 tit 2 q c B7 - Bt . W�� ; I4 21 31 23 22 ZO- ,s -_ 3§ " -I., 0-3-8(0-1-8) 3x8-3x6= 0-3.8(0.21W 17 15 0-3-8 1-8) 759#1-94# - 1687016U 70 # 4x5 3x5 1-2-2 10-0-8 20-3-0 20-4-4 26-0-10 31-9-0 39-7-0 1-2-2 8-10-6 10-2-8 0-1-4 5-8-6 5-8-6 7-10-0 Plate Offsets(X,Y)- [3:0-1-4,0-1-81,[10:0-6-0,0-2-4],[15:0-2-4,0-1-8],[20:0-4-4,0-2-01,[23:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 1 Vert(LL) -0.25 20-22 >977 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 1 Vert(TL) -0.64 20-22 >385 180 BCLL 0.0 • Rep Stress Incr YES WB 0.97 Horz(TL) 0.03 20 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:239 lb FT=20% LUMBER- BRACING- ' TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, except BOT CHORD 2x4 SP No.2"Except" end verticals. B1:2x4 SP No.1,B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3"Except" 10-0-0 oc bracing:18-20 W1:2x6 SP No.2,W9:2x4 SP No.2 WEBS Web Brace:Length(member)7-5-4(6-20); 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) 23=759/0-3-8 (min.0-1-8),14=695/0-3-8 (min.0-1-8),20=1687/0-3-8 (min.0-2-0) Max Horz 23=-103(LC 10) Max Uplift23=-94(LC 12),14=-88(LC 12),20=-163(LC 12) Max Grav23=759(LC 1),14=703(LC 22),20=1687(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 3-23=-671/172,1-3=-9/18,1-2=-157/456,2-3=-1426/343,2-4=-1001/218,4-24=-784/169,5-24=-712/190,5-6=-764/214, 6-25=0/164,25-26=0/164,7-26=0/164,7-8=0/177,8-27=0/177,9-27=0/177,9-28=-406/184,28-29=-406/184, 10-29=-406/184,10-30=-630/168,11-30=-730/147,11-12=-1202/411,11-13=-284/498,12-14=-626/164,12-13=-39/70 BOT CHORD 22-23=-158/822,21-22=-104/700,21-31=-104/700,20-31=-104/700,18-20=-55/619,7-20=-477/186,18-19=0/0, 17-18=-60/406,16-17=-68/546,15-16=-68/546,14-15=-133/306 WEBS 4-22=-256/153,5-22=-134/560,6-22=-240/182,6-20=-961/146,9-18=-776/120,9-17=0/348,10-17=-221/18,10-15=0/250, 12-15=0/242 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=40ft;eave=5ft;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 1-2-10,Interior(1)1-2-10 to 10-0-8,Exterior(2)10-0-8 to 35-8-8,Interior(1)35-8-8 to 38-4-6 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 94 lb uplift at joint 23,88 lb uplift at joint 14 and 163 lb uplift at joint 20. 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. LOAD CASE(S) Standard Job Truss -Truss Type Qty Ply ` A0049166 7792 T11 ROOF SPECIAL 1 i-- - Job Reference(optional)_ Building Component Supply.Green Cove ve Run:7.620 s Apr 3 Springs,FL 0 2015 Print:7.620 s Apr 30 2015 A4Tek Industries,Inc. Fri Aug 2814:10:33 2015 Page 1 ID:6LECZkUNzMgrsOYuNiMwcNygyDE-vl_7CwmnZnZO1_yKc?phQNwf0AZcszSgTsjcXgylJ7a 3-2-2 , 9-10,0 15-3-6---_----_ 20-4-4 _------_ 25-1-2 29-9-0 36-4-14.-------_- 39-7-0._ 3-2-2 6-7-14 5-5-6 5-0-14 4-8-14 4-7-14 6-7-14 3-2-2 Scale=1:69.9 2x4 I I 5x6 3x8= 5x6 7.00 T 3 5 6 25 26 8 22 2324 4 Tz �4 T2 27 2x4 II 5x8= 21 / \� 5x6 2x4 'I al \ - . 9 ri 1 71 1Mt W5 �� W8 Ti 10 CV 6 : < W10 \o \, W8 W9 _" - - 17=4x6 3083 3, % 61 :.:i M .. 4 20 19 0-3-8(0-1-8) 3x8= 3x6= 01 3-8(0-17 ) 13 -3 -1i 779#/-91# 3x6 3x8 4x5 9-10-0 20-3-0 20-4-4 29-9-0 39-7 l 39-7-0 9-10-0 10-5-0 0-1-4 9-4-12 9-10-0 Plate Offsets(X,Y)- [3:0-3-0,0-1-12],[8:0-3-0,0-1-12],[11:0-2-7,0-2-4],[15:0-1-12,0-1-8],[17:0-4-4,0-2-4],[20:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.41 17-19 >605 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.77 17-19 >317 180 BCLL 0.0 * Rep Stress Incr YES WB 0.53 Horz(TL) 0.02 17 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:255 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except BOT CHORD 2x4 SP No.2'Except' end verticals. 61:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3*Except' 10-0-0 oc bracing:15-17 W10:2x4 SP No.2 WEBS Web Brace:Length(member)5-9-11(4-17);6-1-9(7-15); 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) 20=774/0-3-8 (min.0-1-8),11=707/0-3-8 (min.0-1-8),17=1667/0-3-8 (min.0-1-15) Max Horz 20=78(LC 11) Max Uplift20=-91(LC 12),11=-84(LC 12),17=-170(LC 12) Max Grav20=779(LC 21),11=713(LC 22),17=1667(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-20=-59/28,1-2=-59/0,2-21=-874/155,3-21=-781/175,3-22=-691/194,22-23=-691/194,23-24=-691/194,4-24=-691/194, 4-5=-25/106,5-6=-32/98,6-7=-32/98,7-25=-530/179,25-26=-530/179,8-26=-530/179,8-27=-597/146,9-27=-680/126, 9-10=-86/0,10-11=-68/26 BOT CHORD 19-20=-215/918,18-19=-70/456,18-28=-70/456,28-29=-70/456,17-29=-70/456,15-17=-81/682,5-17=-301/116, 15-16=0/0,15-30=-41/296,30-31=-41/296,14-31=-41/296,13-14=-41/296,12-13=-129/544,11-12=0/86 WEBS 2-20=-1065/280,2-19=-230/146,3-19=0/190,4-19=-7/404,4-17=-805/173,7-15=-689/148,7-13=-26/387,8-13=-71/103, 9-12=-752/213,9-13=-91/88 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=40ft;eave=5fl;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-2-2,Interior(1)3-2-2 to 9-10-0,Exterior(2)9-10-0 to 33-8-8,Interior(1)33-8-8 to 36-4-14 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.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 91 lb uplift at joint 20,84 lb uplift at joint 11 and 170 lb uplift at joint 17. 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 A0049167 7792 112 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 Fri Aug 28 14:10:34 2015 Page 1 ID:6LECZkUNzMgrsOYuNiMwcNygyDE-NxYVQGnPK5hFf7W NAiKwyaSnlatzbNH_iWT93GyjJ7Z 5-2-2 11-10-0 16-3-6 20-4-4 27-9-0 34-4-14 397-0 i _ _ _ I 4 5-2-2 6-7.14 4-5-6 4.0- 4 7-0-12 6-7-14 5-2-2 Scale=1:69.9 5x6 2x4 5x6 7.00112 3 19 20 421 5 22 23 24 6 ,- 1 / •• 25 2x4 . 5x6 18 T2 T2 5x6 - 2x4 i 1 7 8 ~ T1 y� Ti N �j, 26 Iao ra or W2 W3 // W8 W9 W10 r B7 __ ■■ :2 q (� 27 28 14!1'x5 7 — ' Bt .4 16 15 0-34k1-8) 6x8 - 0-3.8(0-14 ) 0-3.8 -1.8) 789#/-77# 1640.200# 3x6= 730 -69# 4x5 10-3-14 11-10.0 20-3-0 2074-4 29.9-14_- 1 39-7- ---_ _ 10-3-14 1-8.2' 8-5-0 0-1-4 9.5-10 9-9-2 Plate Offsets(X,Y)— [3:0.3-0,0-1-12],[6:0-4-0,0-2-4],[12:0-1-12,0-1-8],[14:0-3-0,0-2-8],(15:0-4-0,Edge],[16:0-2-0,0-1-8] _ 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 0.85 Vert(TL) -0.40 15-16 >611 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -1.01 15-16 >242 180 BCLL 0.0 * Rep Stress Incr YES WB 0.75 Horz(TL) 0.02 14 n/a n/a BCDL 10.0 Code F8C2014/TPI2007 (Matrix-M) Weight:267 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins, except BOT CHORD 2x4 SP No.2"Except" end verticals. 81:2x4 SP SS,B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 2-2-0 oc bracing:14-15. OTHERS 2x4 SP No.3 2-2-0 oc bracing:12-14 WEBS Web Brace:Length(member)6-1-15(4-14);8-7-15(6-12); MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 16=786/0-3-8 (min.0-1-8),9=720/0-3-8 (min.0-1-8),14=1641/0-3-8 (min.0-1-15) Max Horz 16=78(LC 11) Max Upliftl6=-77(LC 12),9=-69(LC 12),14=-200(LC 12) Max Gray 16=789(LC 21),9=730(LC 22),14=1641(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-16=-137/64,1-17=-68/0,2-17=-68/0,2-18=-745/112,3-18=-658/132,3-19=-584/157,19-20=-584/157,20-21=-584/157, 4-21=-584/157,4-5=-86/61,5-22=-94/66,22-23=-94/66,23-24=-94/66,6-24=-94/66,6-25=-630/113,7-25=-713/93, 7.26=-28/0,8-26=-28/0,8-9=-136/64 BOT CHORD 15-16=-182/876,15-27=-5/362,27-28=-5/362,14-28=-5/362,12-14=-59/608,5-14=-409/163,12-13=0/0,12-29=-25/423, 11-29=-25/423,11-30=-25/423,10-30=-25/423,9-10=-113/636 WEBS 2-16=-965/234,2-15=-322/163,4-14=-715/150,6-12=-631/137,6-10=0/450,7-10=-183/130,7-9=-827/155,3-15=-24/174, 4-15=-601491 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=40ft;eave=5ft;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-1-4,Interior(1)4-1-4 to 11-10-0,Exterior(2)11-10-0 to 31-8-8,Interior(1)31-8-8 to 34-4-14 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 77 lb uplift at joint 16,69 lb uplift at joint 9 and 200 lb uplift at joint 14. 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 Tr is (Truss Type Qty Ply A0049168' 7792 T13 I PIGGYBACK BASE ID:6LEC620 s A rsOYuNiM Job Reference(optional) _ . Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 M Tek Industries,Inc.Fri Aug 28 14 10.34 2015 Page 7 g wcNygyDE-NxYVQGnPK5hFf7WWAjKwyaSrWauSblk_iWT93GyIJ7Z 7-2-3 1. 3-11-3 25-7-13 32-4-13 39-7-0 __7-2-3 6-9-1 11-8-9 6-9-1 7-2-3 Scale=1:70.0 5x6 2x4 5x6 7.00'12 319 20 4 21 522 i;11: - !/ 23 54: 18 � T2 5x6 1 /� 6 7 fir_■ r / 24 �r o - 17� 4 I "\ o�o i73:1 w \ • I ,sold \B1- sl 9 16 15 14 25 1 s 26 :—` = R.83 0-3-8(0-1-8) 3x6 0-3-8(0-211) 0-3-8'r 1.8) 777#/-85# 175410 INV 3x6- 74.',-78# 4x5 10-3-14 20-3-0 20-4-4 29-9-14 39-7-0 10-3-14 I 9-11-2 0-i-4 9-5-10 9-9-2 - --- Plate Offsets(X,Y)- 13:0-3-0.0-1-12],[5:0-3-0,0-1-14[11:0-1-8,0-1-8],[13:0-3-4,0-3-4],(16:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.49 13-15 >504 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Verl(TL) -0.7913-15 >312 180 BCLL 0.0 * Rep Stress Ina YES WB 0.85 Horz(TL) 0.02 13 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:306 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins, except BOT CHORD 2x4 SP No.2'Except' end verticals. B1:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3 Web Brace:Led ONtheQac-44b9-b601-8b851066f86b,4-13- OTHERS 2x4 SP No.3*Except* 10-0-0 oc bracing:11-13 WBR6:2x4 SP No.2 WEBS Web Brace:Length(member)6-1-8(2-16);8-6-1(3-13);8-5-12(5-11); 6-8-6(6-8); MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=771/0-3-8 (min.0-1-8),8=704/0-3-8 (min.0-1-8),13=1672/0-3-8 (min.0-2-1) Max Horz 16=-79(LC 10) Max Upliftl6=-85(LC 12),8=-78(LC 12),13=-182(LC 12) • Max Gray 16=777(LC 21),8=746(LC 18),13=1754(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-16=-203/94,1-17=-38/4,2-17=-38/4,2-18=-808/138,3-18=-722/158,3-19=-54/93,19-20=-54/93,4-20=-54/93, 4-21=-56/93,21-22=-56/93,5-22=-56/93,5-23=-632/139,6-23=-720/119,6-24=-28/3,7-24=-28/3,7-8=-201/93 BOT CHORD 15-16=-153/842,14-15=-49/415,14-25=-49/415,13-25=-49/415,11-13=-74/740,4-13=-400/152,11-12=0/0, 11-26=-22/269,10-26=-22/269,10-27=-22/269,9-27=-22/269,9-28=-107/634,28-29=-107/634,8-29=-107/634 WEBS 2-16=-902/180,2-15=-342/169,3-15=-21/649,3-13=-742/150,5-11=-663/134,5-9=-43/656,6-9=-292/160,6-8=-776/135 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=40ft;eave=5ft;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-1-4,Interior(1)4-1-4 to 13-11-3,Exterior(2)13-11-3 to 29-7-5,Interior(1)29-7-5 to 32-4-13 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 85 lb uplift at joint 16,78 lb uplift at joint 8 and 182 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. LOAD CASE(S) Standard 'Truss_ TrussType--— Oty Ply - . Apr Aug 0049169 7792 114 PIGGYBACK BASE I7.:7.620 s Apr 30 2M 2015 Print NiMwcApr 30 20 5 MiTek n0p6GH5ic. Ed Aug21_G3Kog720 2015 Page 1 Job Reference(optional) , Budding Component Supply.Green Cove Springs,FL Run:7.620 s r 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc. Fri 28 14:10:35 2015 Pa 1 4-7-1 9-2-3 13-11-3 20-4-4 25-7-13 30-4-13 34-11-15 39-7-0 4-7-1 4-7-1 4-9-1 I 6-5-1 5-3-9 4-9-1 • 4-7-1 4-7-1 5x8_ Scale=1:69.9 7.00 fir 2x4 II 5x8-- 423 24 5 25 626 27 i%W T3_,3 m 2x4 II 5x6-_ , 2x4 1 22 5x6 1 ^� t� \7 :fir - 9 ..\wi\e wIRS g W1 \: , n1 : 1. / \ 20 29 30 19 18 17 31 160 32 B3 i1R 1" 34 IQ 0-3-8(0-1-8) 3x6= 0-3-8(0-214) 13 11 3 8k 88) 771#/-85# 1701 .1 $ 3x6= 4x5 9-2-3 13-11-3 _ 20-3-0 20,19-4 25-7-13 30-4-13 39-7-0 9-2-3 4-9-1 6-3-13 0-1-4 5-3-9 4-9-1 9.2-3 Plate Offsets(X,Y)- [4:0-6-0,0-2-4],[6:0-6-0,0-2-4],[16:0-3-4,0-2-8] 1 • LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.25 10-11 >911 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.53 10-11 >428 180 BCLL 0.0 • Rep Stress Incr YES WB 0.87 Horz(TL) 0.02 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:338 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. B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3 Web Brace:LergSlapit98be9)09-47b6-99c7-29472d6bf22d,5-16- OTHERS 2x4 SP No.3 10-0-0 oc bracing:14-16 WEBS Web Brace:Length(member)8-3-15(4-16);8-4-2(6-14);6-0-0(7-13); MiTek recommends that Stabilizers and required cross bracing ' be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 20=765/0-3-8 (min.0-1-8),10=697/0-3-8 (min.0-1-8),16=1686/0-3-8 (min.0-2-0) Max Horz20=56(LC 11) Max Uplift20=-85(LC 12),10=-78(LC 12),16=-183(LC 12) Max Grav20=771(LC 21),10=725(LC 18),16=1701(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-20=-111/54,1-21=-21/0,2-21=-21/0,2-3=-668/110,3-22=-489/107,4-22=-428/127,4-23=-7/99,23-24=-7/99,5-24=-7/99, 5-25=-8/99,25-26=-8/99,6-26=-8/99,6-27=-278/99,7-27=-341/79,7-8=-508/74,8-28=-18/0,9-28=-18/0,9-10=-111/54 BOT CHORD 20-29=-107/483,29-30=-107/483,19-30=-107/483,18-19=-113/709,17-18=-113/709,17-31=-54/403,16-31=-54/403, 14-16=-69/684,5-16=412/164,14-15=0/0,14-32=-28/240,13-32=-28/240,12-13=-76/508,11-12=-76/508,11-33=-78/352, 33-34=-78/352,10-34=-78/352 WEBS 2-20=-731/177,2-19=-7/369,3-19=-106/87,3-17=-487/92,4-17=-17/535,4-16=-785/131,6-14=-683/114,6-13=-34/504, 7-13=-476/84,7-11=-43/113,8-11=0/295,8-10=-622/145 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-1-4,Interior(1)4-1-4 to 13-11-3,Exterior(2)13-11-3 to 29-7-5,Interior(1)29-7-5 to 30-4-13 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.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 lb uplift at joint 20,78 lb uplift at joint 10 and 183 lb uplift at joint 16. 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 IQty Ply A0049170 7792 Component 1T15 n Cove Springs,FL PIGGYBACK BASE Run:7. 1 1 I Job Reference(optional) Building Com nt Suppy,Gree 620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries.Inc. Fri Aug 28 14:10:35 2015 Page 1 I D:6LECZkU NzMg rsOYu NiMwcNygyDE-r76tdco15Op6G H 5ikOr9Vo9_a_E7Kny7wACidyJJ7Y 5-7-1 11-2-3 . 13-11-3 . _ 20-4-4 _ 25-7-13 , 28-4-13 . 33-11-15 39-7-0 5-7-1 5-7-1 2-9-1 6-5-1 5-3-9 2-9-1 5-7-1 5-7-1 Scale=1:69.9 7.001 12 6x 2x4 5x6 5x6 4 20 21 5 22 623 2x4 2x4 II tIG �3 G -- ati 5x6 1 T2 T2 7 9•1 8.T1 1 24 WB R7 o 1..- / \WI f, cts \ 114.. . 6 18 25 26 17 16 27 28 j y+ 29 B3 r12,4 ' 31 81 = 1; 0-3-8(0-1-8) 3x8 MT2OHS 0-3-8(0-212) 11 ' :"r 1-8) 18093q- 7 :..,- :- 8101N 87# 3x8 4x 3x8 MT2OHS- 3x8 11-2-3 20-3-0 20-4-4 28-4-13 39-7-0 I ' 11-2-3 9-0-13 0.1-4 8-0-9 11-2-3 ______ Plate Offsets(X,Y)-- [4:0-3-0,0-1-12],[6:0-3-0,0-1-12],[10:0-1-8,0-1-8],[15:0-3-4,0-2-12],[18:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) 1/deft L/d 1 PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.49 10-11 >463 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -1.00 10-11 >226 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress lncr YES WB 0.92 Horz(TL) 0.02 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:352 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 SOT CHORD 2x4 SP No.2"Except" end verticals. B1:2x4 SP No.1,B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: WEBS 2x4 SP No.3 Web Brace:Ler1 l6Ffe98b60L09-47b6-9907-29472d6bf22d,5-15- OTHERS 2x4 SP No.3 10-0-0 oc bracing:13-15 WEBS Web Brace:Length(member)5-7-12(9-10);6-6-0(2-18);8-6-1(4-15); 8-5-12(6-13);7-3-10(8-10); MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 18=767/0-3-8 (min.0-1-8),10=700/0-3-8 (min.0-1-8),15=1681/0-3-8 (min.0-2-2) Max Horz 18=32(LC 11) Max Upliftl8=-87(LC 12),10=-79(LC 12),15=-179(LC 12) Max Gray 18=810(LC 18),10=758(LC 18),15=1809(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-18=-133/65,1-19=-23/0,2-19=-23/0,2-3=-628/86,3-4=-768/133,4-20=0/102,20-21=0/102,5-21=0/102,5-22=0/102, 22-23=0/102,6-23=0/102,6-7=-585/110,7-8=-460/56,8-24=-22/0,9-24=-22/0,9-10=-133/64 BOT CHORD 18-25=-105/476,25-26=-105/476,17-26=-105/476,16-17=-67/401,16-27=-67/401,27-28=-67/401,15-28=-67/401, 13-15=-65/731,5-15=-416/171,13-14=0/0,13-29=-39/249,29-30=-39/249,12-30=-39/249,11-12=-39/249,11-31=-83/352, 31-32=-83/352,10-32=-83/352 WEBS 2-18=-697/177,2-17=0/284,3-17=-554/147,4-17=-57/803,4-15=-799/131,6-13=-718/110,6-11=-71/771,7-11=-475/145, 8-10=-585/151,8-11=0/207 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=40f1;eave=5ft;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-1-4,Interior(1)4-1-4 to 13-11-3,Exterior(2)13-11-3 to 28-4-13,Interior(1)28-4-13 to 39-5-4 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)All plates are MT20 plates unless otherwise indicated. 5)All plates are 3x4 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=10.0psf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 87 lb uplift at joint 18,79 lb uplift at joint 10 and 179 lb uplift at joint 15. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 77092 T16 s PIGGYBACK BASE Ply 1 A0049171 Type Y 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.Fri Aug 2814:10:36 2015 Page 1 I D:6L ECZkU NzMg rsOYu Ni MwcNygyDE-KKg Fgypfsixzu RgvH8MO17XCrOcc3JRH 9gyG89Y1J7X 6-7-1 13-2-3 13-11-3 20-0.4 25,7-13_ 26-4-13 32-10-3 39-7-0 6-7-1 6-7-1 0-9-1 6-5-1 5-3-9 0-9-1 6-5-5 6-8-13 7.00 125x6 Scale=1:67.5 4x5= 3x4 -- 5x6 2x4 5x6 3x4 4x5 1 2 4 23 24 5 25 6 7 26 27 8 28 9 21 3 i -T3- : / 11 5x6 \ \. - T1 --- - 119 ' --- - ,iA r / cv , V E.. �; . 20 , 29 19 30 18 1731 32 16!',14x5-33 63 34 _12 35 -- _It: 0-3-g -1-8) 3x4 3x6-- 0-3-8((0-211) 13 11 0- ''''1-8) 843#/-89# 3x8 1797#A192# 3x6 3x4------ 7810(48 f 4x5 3x8 5.7-1__ 13-2-3 -_13 11-3_ 20 3-0 20 4-4 25 7-13 26-4-13 32-10-3 39-7-0 6-7-1 6-7-1 0-9.1 6-3-13 0-1.4 5-3-9 0-9-1 6-5-5 6-8-13 Plate Offsets(X,Y)- [4:0-4-0,0-2-41,[6.0-3-0,0-1-12),[16:0-3-4,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. I I DEFL in (loc) 1/def Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.11 16-17 >999 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.2316-17 >999 180 BCLL 0.0 • Rep Stress lncr YES WB 0.58 I Horz(TL) -0.01 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:325 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. B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3 T-Brace: 2x4 SP No.3-5-16 OTHERS 2x4 SP No.3 10-0-0 oc bracing:14-16 WEBS T-Brace: 2x4 SP No.3-1-20,9-10,2-17,4-16,6-14, 7-13,8-13,8-11 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 20=756/0-3-8 (min.0-1-8),10=688/0-3-8 (min.0-1-8),16=1704/0-3-8 (min.0-2-2) Max Uplift20=-89(LC 8),10=-84(LC 9),16=-192(LC 12) Max Grav20=843(LC 17),10=781(LC 17),16=1797(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-20=-718/177,1-21=-476/82,2-21=-476/82,2-22=-444/65,3-22=-444/65,3-4=-493/71,4-23=-13/110,23-24=-13/110, 5-24=-13/110,5-25=-12/108,25-26=-12/108,6-26=-12/108,6-7=-345/59,7-27=-289/39,8-27=-289/39,8-28=-382/62, 9-28=-382/62,9-10=-651/162 BOT CHORD 20-29=4/10,19-29=-4/10,19-30=-79/476,18-30=-79/476,17-18=-79/476,17-31=-61/382,31-32=-61/382,16-32=-61/382, 14-16=-79/721,5-16=-401/169,14-15=0/0,14-33=-34/231,33-34=-34/231,13-34=-34/231,12-13=-62/382,12-35=-62/382, 11-35=-62/382,11-36=-2/9,10-36=-2/9 WEBS 1-19=-128/748,2-19=-408/169,2-17=-68/31,3-17=-352/97,4-17=-44/648,4-16=-799/141,6-14=-721/126,7-13=-331/111, 8-13=-165/41,8-11=-330/156,9-11=-103/635,6-13=-84/675 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=40ft;eave=5f1;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-1-4,Interior(1)4-1-4 to 13-11-3,Exterior(2)13-11-3 to 26-4-13,Interior(1)26-4-13 to 39-5-4 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,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 89 lb uplift at joint 20,84 lb uplift at joint 10 and 192 lb uplift at joint 16. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Job 'Truss Truss Type. -------Oty 1Ply-- A00491721 . Job Reference(optional) , 7792 T17 Roof Special Supposed Gable Run:7.620 s Apr 30 2015 Mwc s Ayr 30 201 MiTek Industries. 2 dz3Fg36 2015 Page Building Component Supply,Green Cove Springs.FL 620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek IndusUies,Inc. Fri Aug Au 2814:10:36 2015 P 1 5-6-5 11.0-4 16-7-6 24-3.5 5-6-5 5-5-15 5-7-2 7-7-15 5x8= Scale=1:45.2 3 7.00 12 �/ \�.'�. 51 $ "1-2, 3.00 12 2 `. \ 4 4x8 1 /i •" r Slf10 W3 g q � 52 / j ST 1 19 4x5 49/ - : STV ST13 `fl ST 6 ST'7 -g �L ST21 .5 el ST1 d i� 8�W4 ST20' u) ST2 1 fl \\� --- ' 71--_W5-- - 'I� u, w - I B1 ':' \M B 0 I I.fl 0 0 ~=B2 11 o' 47 8 48 .:::.:400 i :0„.'��i�i'i'i'i�::::i 9 7 6 3x4 3x4= 3x6— 4x10 3x4 0-3-8(0-1-8) 3x4 II (0-1-8) 959#/-321# 959#/-218# 8-3-14 16-7-6 24-3-5 I I - +— 8-3.14 8-3-8 7-7-t5 Plate Offsets(X,Y)— [1:0-0-12,Edge],[4:0-2-4,0-2-0],[5:0-2-4,0-2-0],[6:0-2-8,0-1-8],[7:0-5-0,0-1-12],[9:0-0-12,0-1-8],[40:0-1-9,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.23 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 1 BC 0.70 Vert(TL) -0.38 7-9 >761 180 BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I (Matrix-M) Weight:188 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 T3:2x4 SP No.1 end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-2 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) 1=959/0-3-8 (min.0-1-8),6=959/4-8-0 (min.0-1-8) Max Horz 1=127(LC 11) Max Uplift1=-321(LC 12),6=-218(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 5-6=-885/458,1-49=-1574/918,2-49=-1515/937,2-50=-1367/893,3-50=-1273/919,3-51=-1927/1116,4-51=-2013/1101, 4-52=-1703/904,5-52=-1761/892 BOT CHORD 1-9=-824/1337,9-47=-487/913,8-47=-487/913,8-48=-487/913,7.48=-487/913,6-7=-54/214 WEBS 2-9=-352/202,3-9=-502/505,3-7=-567/1147,4-7=-947/474,5-7=-809/1457 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-0-4,Exterior(2)11-0-4 to 14-0-4,Interior(1)16-5-12 to 24-1-9 zone;end vertical right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)•This truss has been designed for a live load of 20.0psf 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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 321 lb uplift at joint 1 and 218 lb uplift at joint 6. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard (Job ._ 'Truss 'Truss Type Qty Ply T A0049173 t , 17792 118 Root Special 1 1 Run:7.620 s Apr 3 Job Reference(optional) Building Component Supply,Green Cove Springs.FL 0 2015 Print:7.620 s Apr 30 2015 MiTek Industries.Inc. Fri Aug 28 14:10.37 2015 Page 1 ID:6LECZkUNzMgrs0YuNiMwcNygyDE-oWDd21pHd03gWbF5ntdaD4Nrnv9og0O0UhpgbyjJ7 W 7_0.0 I 11-0-4 16-7-6 21-3-9 26-3-5 7-0-0 4-0-4 5-7-2 4-8-3 4-11-11 4x5 Scale=1:44.4 3 ,ILI! 7.00 12 2x4\\ 15 T2 16 4x5 3.00 12 /� 4 ti I Ti I' 4x5 4. 14 � '� \ ' \ 73 17 2x4 II u? W1\, c•5 \\ W3 W4• / -6. W6- ,: 82 Tt 10 9 --8 7 3x8= 3x6 3x4 3x4 = 3x8 0-8-0(0-1-8) 0-3-8(0•1-8) 0-7-12(0-1-8) 700#/-258# 1143#/-311# 257#/-34# 11-0-4 18-2-14 26-3-5 -- . 11-0-4 7-2-9 8-0-7 Plate Offsets(X,Y)--11:0-3-8,Edgej,[7:0-1-12,0-1-8) • LOADING(psf) SPACING- 2-0-0 I CSI. DEFL in (loc) I/deft L/d j PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 , Vert(LL) 0.45 10-13 >483 240 i MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.7610-13 >287 180 j BCLL 0.0 • Rep Stress Incr YES WB 0.37 Horz(TL) 0.04 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) , • Weight:131 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing • Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1143/0-7-12 (min.0-1-8),1=700/0-3-8 (min.0-1-8),7=247/0-8-0 (min.0-1-8) Max Horz 1=-129(LC 10) Max Uplift8=-311(LC 12),1=-258(LC 12),7=-34(LC 9) Max Grav8=1143(LC 1),1=700(LC 1),7=257(LC 22) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-14=-870/545,2-14=-811/568,2-15=-617/520,3-15=-582/538,3-16=-534/502,4-16=-620/487,4-5=-35/200,5-17=-112/24 ,6-17=-133/17,6-7=-150/69 BOT CHORD 1-10=-456/700,9-10=-158/225,8-9=-158/225,7-8=-70/163 WEBS 2-10=-361/223,3-10=-425/401,4-10=-170/309,4-8=-857/477,5-8=-380/141,5-7=-74/90 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 B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-4,Exterior(2)11-0-4 to 14-0-4, Interior(1)16-7-6 to 26-1-9 zone;end vertical right exposed;porch left 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 311 lb uplift at joint 8,258 lb uplift at joint 1 and 34 lb uplift at joint 7. 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 �Y Y A0049174 7792 T19 Roof Special 1... 1 Job Reference(optional)__ Bum. Component Given Cove Sprite FL -- Run:Oa s AApprr 30 2015 Print:7.620 s Apr 30 2015 M TI ek Industries,Inc. Fri Aug 2814:10:37 2015 Pagge 1 ID 6LECZkUNzlulgrsOYuNiMwcNygyDEoW Dd21pHd03gWbF5rrtdaD4JrnOzooiQOUhpgbyjJ7W 7.0.0 __ 11-0-4 16-7-6 19.3-15 20-9-4, 24-11-1 28-3-5 I 7.0.0 { 4-0-4 5-7.2 I 2-8-9 1-5-5 4-1-14 3-44 Scale=1:59.0 4x5 3 7.00 12 2x4 27 _%% 28 T2 5x6 3.00112 2 /- 4 T1 \ 2x4 5 4x5 11 26 13 6 1. 1, ""' :. .. 82 4:4 1 2x4 B3 10 W2��Q 15 14 13 4x10 12 9 3x6 2x4 I 2x4 3x5 -- 3x8 .86 0-3 -1.8) 0-7-12(0-1-8) zxa 40-7-12(0-1-8) 3x8- 1249#/-252# 445#/-63# 625#/-241# 11-0-4 16-6-12 16-x7-619-3.15 24-11-1 28-2-14 28-'3-5 11-04 5-6-8 0-0-10 2-8-9 5-7-2 3-3-13 0- 7 Plate Offsets(X,Y)— [1:0-2-12,0-0-9],[4:0-4-12,0-2-12],[6:0-2-8,0-1-12],[7:0-1-10,0-3-1],[10:0-2-0,0-1-8] I LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.38 15-25 >514 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.74 10-11 >191 180 BCLL 0.0 • Rep Stress Incr YES WB 0.45 1 Horz(TL) 0.04 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:138 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except' TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins. 13:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SP SS`Except` 6-0-0 oc bracing:13-15. B4:2x4 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 i WEDGE Installation guide. Left:2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 7=445/0-7-12 (min.0-1-8),13=1249/0-7-12 (min.0-1-8),1=625/0-3-8 (min.0-1-8) Max Horz 1=-125(LC 10) Max Uplift7=-63(LC 9),13=-252(LC 12),1=-241(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-26=-728/459,2-26=-669/482,2-27=-475/434,3-27=-041/453,3-28=-392/422,4-28=477/407,4-5=0/169,5-6=-620/220, 6-7=-548/150,7-20=-9/4 BOT CHORD 1-15=-355/578,14-15=-143/27,13-14=-143/27,12-13=0/0,10-11=-162/612,9-10=0/58,6-10=0/242,8-9=-117/476, 7-8=-47/218,7-21=0/0 WEBS 2-15=-359/218,11-13=-1157/453,4-11=-785/431,5-11=-799/174,3-15=-339/260,4-15=-263/568 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=28ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-4,Exterior(2)11-0-4 to 14-0-4, Interior(1)16-7-6 to 28-3-5 zone;end vertical right exposed;porch left 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 63 lb uplift at joint 7,252 lb uplift at joint 13 and 241 lb uplift at joint 1. 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 I Ply A0049175 7792 T20 ROOF SPECIAL 1 1 Job Reference(optional) Bolding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Fri Aug 28 14:10:37 2015 Page 1 I D:6LECZkUNzMg rsOYu N i MwcNygyDEoW Dd2l pHd03q W bF5ntda D4J inwlojAQOUhpgbyjJ7 W �__ 7-0-0 11-0.4_ 14-2-14 16-7-6_-17-3-15-_ 22-1-8 26-11-1 29.9-0_ 7-0-0 4-0-4 3-2-9 2-4-9 0-8-9 4-9-9 4-9-9 2-9-15 4x5 Scale=1:54.0 3 7.00 riT ' 4x10 2x4 26 4 2 12 54x5'/ 3.00 12 Ti \\\ 3X4 z 6 25 \ \ yyy}} W4 g K 27 r h HWt B7 ' '. CTI-- - 2 1 11 3x5 - ei'`2 c 17 18 0 15 14 13 2x4 II 10 9 3x6- 3x4- 2x4 I 2x4 3x4 0.3-otu y� x -1-8) 4x10 0-7-12(0-2-6) 24 I 0-3-8(0-1.8) 339#/-167# 2038#/-339# 2x4 232#/-29# 4x10 2x4 I I 7-1-10 7._11-0-4 14-2-14 17-3-15 22-1-8 . 26-11-1 29-9-0 7-1-10 3-10-10 • 3-2-9 3-1-1 4-9-9 4-9-9 2-9-15 Plate Offsets(X,Y)- [1:0-2-8,0-0-3],[4:0-2-12,0-2-0],[5:0-1-8,0-2-01[7:0-0-11,0-0-11],[12:0-4-12,0-2-0] III LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.46 17-24 >371 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.8217-24 >208 180 BCLL 0.0 * Rep Stress Ina YES WB 0.80 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2014JTPI2007 (Matrix-M) Weight:154 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`Except' BOT CHORD Rigid ceiling directly applied or 4-2-15 oc bracing. Except: B3,B6:2x4 SP No.3 10-0-0 oc bracing:12-14 WEBS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing WEDGE I be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 8=232/0-3-8 (min.0-1-8),15=2038/0-7-12 (min.0-2-6),1=135/0-3-8 (min.0-1-8) Max Horz 1=-128(LC 10) Max Uplift8=-29(LC 9),15=-339(LC 12),1=-167(LC 12) Max Grav8=232(LC 1),15=2038(LC 1),1=339(LC 21) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-25=-206/500,2-25=-150/558,2-26=0/604,3-26=0/641,3-4=0/668,4-5=-136/1643,5-6=-155/1471,6-27=0/255, 7-27=0/192,7-8=-146/48 BOT CHORD 1-17=-429/136,16-17=-1266/232,15-16=-1266/232,14-15=-109/0,13-14=0/0,12-14=-9/103,5-12=0/278,11-12=-197/36, 7-11=-200/37,9-10=0/0,8-9=-36/129,7-9=-12/136 WEBS 2-17=-406/240,3-17=-719/0,4-17=-405/1442,4-15=-1707/559,12-15=-1215/282,6-12=-1241/204,4-12=-255/29, 6-11=0/291 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=30ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-4,Exterior(2)11-0-4 to 14-2-14,Interior(1)16-7-6 to 29-9-0 zone;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 29 lb uplift at joint 8,339 lb uplift at joint 15 and 167 lb uplift at joint 1. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard , Jodi Truss :I i Truss Type Qty 'Ply A0049176 7792 T21 1 Roof Special 1 1 _Job Reference(optional) Bulkling Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries.Inc.Fri Aug 2814:10:38 2015 Pagel ID:6LECZkUNzMgrs0YuNiMwcNygyDE-Gin0FegvOJBh71gHPYPs74dWeBKEX9Xad8RNC1 y1J7V 5.6.5 _________ 11-0-4 - 15-3-15_ - 16-7-6, 21-4-11 -0-7 27-5-8 - . 29-9.0 -, I 5-6-5 I 5-5-15 I 4-3-10 1-3-8 4-9.5 0-7-12 5-5-1 2-3-8 5x6 Scale=1:50.3 3 . 7.00 FIT j-- 22�j 12 23 2x4 3x4 j '-; 4 5 4x5 3.00 12 2 -" ' 1: 2x4 1 21 �, W6 W7 WI T3 -- 24 m W1 W2 ''�— 1 :.i83 �_ HW1 .—. -W5 11 3x5 65 8 ;ui c 1 BT 10 — .. c 4 ,, 125x8= 3x4 2x4 iI 9 .. ° 3x6 2x4 =4x10 2x4 II 2x4 1 3x4- 0-3.6(0.1.8) 0-7-12(0-2-12) 0-3.8(0-1-8) 145#/-426# 2345#/-388# 226#/-24# 5-6-5 12-2-14 15-3-15 21-4-11 27-5-8 29-9-0 I — I 5-6-5 6-8-8 3-1.1 6-0-13 6-0-13 _ 2-3-8- Plate Offsets(X,Y) [1:0-2-8,0-0-13],[2:0-1-12,0-1-8],[7:0-2-2,0-0-5],[11:0-2-0,0-2-0] LOADING(psf) SPACING- 2-0-0 ' CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.20 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.50 7-10 >421 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:160 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'Except' BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. B2,B4:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3'Except* be installed during truss erection,in accordance with Stabilizer W3:2x6 SP No.2 Installation guide. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 8=223/0-3-8 (min.0-1-8),13=2345/0-7-12 (min.0-2-12),1=-188/0-3-8 (min.0-1-8) Max Horz 1=-128(LC 10) Max Uplift8=-24(LC 9),13=-388(LC 12),1=-426(LC 22) Max Grav8=226(LC 22),13=2345(LC 1),1=145(LC 21) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-21=-12/903,2-21=0/948,2-22=-138/1226,3-22=-122/1310,3-23=-173/1683,4-23=-183/1568,4-5=-244/1662, 5-6=-72/368,6-24=-115/402,7-24=-122/324,7-8=-122/32 BOT CHORD 1-14=-779/49,13-14=-779/14,12-13=-159/38,11-12=-1/51,4-11=-209/118,10-11=-1405/310,7-10=-335/158,7-9=-10/111 ,8-9=-25/119 WEBS 2-14=-207/293,2-13=-596/415,3-13=-1696/240,11-13=-1274/276,3-11=-58/71,5-11=-23/47,5-10=-177/1247, 6-10=-428/143 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=30ft;eave=4ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-4,Exterior(2)11-0-4 to 14-0-4, Interior(1)16-7-6 to 29-9-0 zone;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 24 lb uplift at joint 8,388 lb uplift at joint 13 and 426 lb uplift at joint 1. 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 A0049177 7792 122 Roof Special 1 1 Job Reference(optional) -Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Fri Aquugq 2814:10:38 2015 Page 1 ID:6LECZkUNzMgrs0YuNifviwcNygyDE-Gin0FegvOJBh71gHPYPs7QdSDBEkX9jad8RNC 1 yjJ7V 7-0-0 11-0-4 I 13-8-8 16-7-6 20-9-6 24-11-6 26-9-127-4.3 29-9-0 7-0-0 4-0-4 2-8-4 ' 2-10-14 4-2-0 4-2-0 1-9-11 0-7-2 2-4-13 Scale=1:54.7 5x6 3 \-,,, 2x4 7.0012 4 2x4 22 23 3.00 12 2 T2 4x5 5 T�� \, 4x5 21 //j/ \ 6 12x14 M18SHS- // -- 5x10 MT2OHS B4 9 i•I \ y�jj 9 Wt `;: T4 W8 - W9>-- — Wit 9 0.9 1 HW i \— !li _ B3 _J 10 °p•R L �1,f�a1 4 - 111- w h B 13 12 25r4-t1-� '' 0 ° 7x10 •: 16 15 3x4 10 9 0 ,$) 3x8= 2x4 II 2x4 H 4x5 0g(0-1-8) 1187#1-129# 1238#/-105# 7-0-0 11-0-4 13.8-8 l-,. 16-7-6 -�_ 24-11-6 , 26-9-1 , 29-9-0 70-0 4-0-4 2-8-4 2-10-14 8-4-0 1-9-11 2-11-15 Plate Offsets(X,Y)-- [1:0-2-12,0-0-5],[3:0-1-12,0-1-8],[6:0-1-12,0-1-8],[8:Edge,0-2-0),[9:Edge,0-3-8],[11:0-3-0,0-0-12],[14:0-3-8,0-3-0],[16:0-2-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) l/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.94 Vert(LL) -0.50 12-13 >707 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -1.38 12-13 >258 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr YES WB 0.85 Horz(TL) 0.29 9 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:168 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2"Except* TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except T3,T4:2x4 SP No.1 end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. B2,B4:2x4 SP No.3,B3:2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing i WEBS 2x4 SP No.3*Except* be installed during truss erection,in accordance with Stabilizer W10:2x4 SP No.1 Installation guide. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 9=1238/0-3-8 (min.0-1-8),1=1187/0-5-8 (min.0-1-8) Max Horz 1=-117(LC 10) Max Uplift9=-105(LC 12),1=-129(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-21=-1797/289,2-21=-1704/309,2-22=-1531/274,3-22=-1497/293,3-4=-2209/433,4-23=-2162/377,5-23=-2243/369, 5-6=-3312/474,6-7=-6089/777,7-8=-6101/769,9-11=-1181/176,8-11=-1064/177 BOT CHORD 1-16=-219/1472,15-16=-42/159,14-15=-102/0,4-14=-173/102,13-14=-005/3144,12-13=-602/4157,11-12=-33/589, 9-10=0/0 WEBS 2-16=-338/159,14-16=-70/1131,3-14=-317/1634,5-14=-1685/236,5-13=-23/648,6-13=-1067/213.6-12=-146/1902, 7-12=-1610/267,3-16=-2/286,8-12=-746/5577 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=30ft;eave=4ft;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3.0-0 to 11-0-4,Exterior(2)11-0-4 to 14-0-4, Interior(1)16-7-6 to 24-11-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 lb uplift at joint 9 and 129 lb uplift at joint 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss :Truss Type Qty Ply A0049178 7792 T23 (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. Fri Aug 2814:10:392015 Pape 1 I D:6LECZkUNzMgrs0Yu N i MwcNygyDE-kvLOTzrX9dJYIvPUzGw5fe9erbdiGeAroAwlUy1J7U 7-0-0 11-0-4 16-7-6 16-7-6_ 22-11-6 27-8-12 33-8-0 39-9-0 7-0-0 4-0-4 5-7-2 6-4-0 4-9-5 5-11-4 6-1-0 Scale=1:70.4 5x6 3 7.00112 2x4 ! 2x4 4 3.00 12 IT2 2 • 5 5x6 NAILED r: Ti �2 W4 6x6 6x8 2x4 4x5-• 51, W 1 B2 T3 6 7 NAle.ED NAMED Pi NAKED NAIjFED 9 L9 W5 W6 - 14 1 Tb r . 1 1 W3 ' _83 Q '§N70 26 _W 'ZV10 28 *11 "' ��/� N 1 ri., '2. 81 ., _ _16 ? 4 _ 'I N'�t. c 18 176x8 15 2x4 13 14 12 29 30 11 31 32 10 0-5810-1-8) 3x8 2x4 1 3x4 2x4 0-3-6{(1}2-1}4AILED NAILED 4x10 NAILED NAIL §11,8) 10501019# 22614(4209# 779#1-90# NAILED 11-0-4 13-8-8 19-2-12 24-9-1 27-8-12 33-8-0 39-9-0 ,•11-0-4 2-8-3 • 5-6-5 - 5-6-5 . 2-11-11 5-11-4 6-1-0 Plate Offsets(X,Y)— [1:0-3-8,Edge],[3:0-4-0,Edge],[6:0-3-4,Edge],[7:0-3-4,Edge],[11:0-3-12,0-2-0],[14:0-3-4,0-2-0],[16:0-2-4,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.25 18-22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.7018-22 >478 180 BCLL 0.0 * Rep Stress Incr NO WB 0.88 Horz(TL) 0.06 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:215 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2"Except" TOP CHORD Structural wood sheathing directly applied, except end verticals. T3,T4:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.1*Except* WEBS T-Brace: 2x4 SP No.3-6-14 82,84:2x4 SP No.3,B5:2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") WEBS 2x4 SP No.3"Except" nails,bin o.c.,with 3in minimum end distance. W9:2x4 SP No.1 Brace must cover 90%of web length. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer 1 Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 10=769/0-5-8 (min.0-1-8),12=2263/0-3-8 (min.0-2-11),1=1050/0-5-8 (min.0-1-8) Max Horz 1=-111(LC 23) Max Upliftl0=-90(LC 5),12=-209(LC 8),1=-119(LC 25) Max Grav10=779(LC 18),12=2263(LC 1),1=1050(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1544/224,2-3=-1276/212,3-4=-1753/314,4-5=-1800/268,5-6=-2553/290,6-23=-147/1176,23-24=-147/1176, 7-24=-147/1176,7-25=-1352/164,25-26=-1352/164,8-26=-1352/164,8-27=-1352/164,27-28=-1352/164,9-28=-1352/164, 9-10=-657/133 BOT CHORD 1-18=-161/1256,17-18=-36/56,16-17=-109/0,4-16=-140/71,15-16=-283/2302,14-15=-449/2514,12-13=0/0, 12-29=-641/78,29-30=-641/78,11-30=-641/78,11-31=-13/122,31-32=-13/122,10-32=-13/122 WEBS 2-18=-342/143,3-18=-1/317,3-16=-222/1194,16-18=-28/1008,5-16=-1080/178,5-15=0/369,6-15=-143/217, 6-14=-3785/529,12-14=-2089/284,7-14=-1156/211,7-11=-211/2059,8-11=-682/247,9-11=-159/1292 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=40ft;eave=5ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 90 lb uplift at joint 10,209 lb uplift at joint 12 and 119 lb uplift at joint 1. 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)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Continued on page 2 1 7792 T23 ROOF SPECIAL GIRDER t PI t A0049178• Truss Truss Type Y 'Job Reference(optional)_ Building Component Supply,Green Cove Springs,FL Run:7.6:6 s Apr 30 2015 Print: NiM s Apr 30 2015 LOT Industries,Inc. Fri Aug erb,10:39 2015 Pape 2 ID:6LECZkUNzlvlgrSOYUNiMWCNygyDE-kVLOTztX9dJYIvPUZGw5fe9erbdiGcZroAwlUy)J7U LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-5=-60,5-6=-60,6-9=-60,17-20=-20,14-16=-20,10-13=-20 Concentrated Loads(lb) Vert:8=-104(B)11=-67(B)25=-104(B)26=-104(B)27=-104(B)28=-104(B)29=-67(B)30=-67(B)31=-67(B)32=-67(B) Truss 'Truss Type - Qty Ply A0049179 7782 724 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.Fri Aug 2814:10:39 2015 Page 1 ID:6LECZkUNzMgrs0YuNiMwcNygyDE-IcvLOTZrX9dJYIvPUzGw5fe9JabcGGbgjrmAwlUy1J7U 1 7-0-0 10-10-4 16-5-6 20-9-6 _f-. 25.6.12 32-6-0 _ __39.7_0 7-0-0 3-10-4 5-7-2 4-4-0 4-9-5 6-11-4 7-1-0 Scale=1:69.6 5x6 - 3 7.00 12 / L7. 3.00,12 :;, 28455 i. 5x6 4x10-_ 3x6= 4x5-- 27 2:1 Ap -- T3 6 7 9 10 T5 W1 I i W6 TA-- 31 r'—ii VV9 W10 i _ : 2+ 21 20 196x8= 17 _ 15 16 14 13 12 11 0 4x10 0-5-001) 4x10= 0-0-4-3k0-2-2) 3x8 3x6 0-5-8(0-1-8) 965 d 1807#/-169# 452#/-68# 3x4 . 10-10-4 15-6-8 20-9-6 22-7-1 25-6-12 32-6-0 39-7-0 10-10-4 4-8-3 5-2-15 '1-9-11 2-11-11 6-11-4 7-1-0 Plate Offsets(X,Y)-- [1::0-2-9,0-0-11],[3:0-2-4,0-1-12],[7:0-4-12,0-1-12],[13:0-2-8,0-1-8],[16:0-2-0,0-1-8],[17:0-1-12,0-2-0],[18:0-2-0,0-2-12] __ LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.24 20-25 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.64 20-25 >479 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.05 1 Na n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:220 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins, BOT CHORD 2x4 SP No.2'Except* except end verticals. B2,B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3'Except' 6-0-0 oc bracing:20-25,13-14. W9:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=965/0-5-8 (min.0-1-8),11=443/0-5-8 (min.0-1-8),14=1807/0-4-15 (min.0-2-2) Max Horz 1=-106(LC 10) Max Uplift 1=-101(LC 12),11=-68(LC 9),14=-169(LC 12) Max Grav1=965(LC 1),11=452(LC 22),14=1807(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-27=-1364/236,2-27=-1256/252,2-3=-1108/242,3-28=-1828/402,4-28=-1901/381,4-5=-1832/303,5-6=-1696/237, 6-29=-1564/197,7-29=-1564/197,7-30=-642/121,8-30=-642/121,8-9=-642/121,9-31=-642/121,10-31=-642/121, 10-11=-386/125 BOT CHORD 1-21=-456/454,20-21=-198/1095,19-20=-37/102,18-19=0/25,4-18=-261/153,17-18=-267/1796,16-17=-704/122, 14-15=0/0,13-14=-509/88,12-13=-14/62,11-12=-14/62 WEBS 2-20=-333/161,3-20=-26/378,3-18=-256/1156,18-20=-55/792,5-18=-544/95,5-17=-219/70,6-17=-627/143, 7-17=-337/2422,14-16=-1676/319,7-16=-1635/335,7-13=-221/1188,9-13=-441/185,10-13=-113/614 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=40ft;eave=5ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-8,Interior(1)3-11-8 to 10-10-4,Exterior(2)10-10-4 to 14-9-12,Interior(1)16-5.6 to 20-9-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)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 101 lb uplift at joint 1,68 lb uplift at joint 11 and 169 lb uplift at joint 14. 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 -I Aug A0049180 Job Reference(optional) : '?Building Component Supply,Green Cove Springs.FL i Roof Special -- ------ IR:6LEC2 s Aprpr 30 015 Print:iMw NggyA r CSv015 MiT k RPN2�WzRKn Aug 14:10:40 2915 Page 1 2-11-2 7-0-0 10-10-4 16-5-6 18-9-6 23-6-12 31-6-0 39-7-0 2-11-2 4-0-14 3-10-4 5-7-2 2-4-0 4-9-5 7-11-4 8-1-0 Scale=1:71.1 5x6 3 7.00'12 in.., 3.00'12 ' T3 31 455 2 4 5 5x6= 3x4= 356— T2 -- t W4 T4 5 6 8 9 n 30 T5 m T6 , t _T1_ . W6 W7 'y WS `�NF70_ W 0 1 e�34 I `'h : B3 r) sv �' W5 'B4 o W1: B1 El c 1 21 20 19 11 18 17 14 15 13 12 10 0-5-8(0-1-8) 3x6 5x8- 0-3 )-2-2) 3x6 0-5-8(0-1-8) 887487# 4x10 1803#/-167# 3x8 549#/-77# 3x4 10-10-4 16-5-6 17-6-8__20-7-1 23-6-12 31-6-0 39-7-0___ 10-10-4 5-7-2 1-1-1 3-0.9 2-11-11 ' 7-11-4 8-1-0 Plate Offsets(X,Y)— [1:0-1-9,0-1-0],[3:0-2-8,0-1-12],[10:0.1-12,0-0-8],[12:0-2-12,0-1-8],[15:0-4-8,0-2-8],[16:0-2-8,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.24 20-28 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.63 20-28 >452 180 BCLL 0.0 • Rep Stress lncr YES WB 0.98 Horz(TL) 0.05 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:227 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except BOT CHORD 2x4 SP No.2'Except* end verticals. B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3*Except* 6-0-0 oc bracing:20-28,12-13. W9:2x4 SP No.2 ,i MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS. (lb/size) 1=887/0-5-8 (min.0-1-8),10=540/0-5-8 (min.0-1-8),13=1803/0-3-8 (min.0-2-2) Max Horz 1=-102(LC 10) Max Uplift1=-87(LC 12),10=-77(LC 9),13=-167(LC 12) Max Gray 1=887(LC 1),10=549(LC 22),13=1803(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-30=-1221/203,2-30=-1113/219,2-3=-965/210,3-31=-1609/332,4-31=-1693/312,4-5=-1391/198,5-6=-99/508, 6-32=-792/137,32-33=-792/137,7-33=-792/137,7-8=-792/137,8-34=-792/137,9-34=-792/137,9-10=-475/143 BOT CHORD 1-21=-461/427,20-21=-185/974,19-20=-14/131,18-19=-14/131,17-18=0/0,15-16=-157/1083,13-14=0/0,12-13=-392/76, 11-12=-14/63,10-11=-14/63 WEBS 2-20=-334/159,3-20=-24/429,16-20=-67/638,3-16=-186/900,16-18=0/126,4-16=-741/221,5-16=-41/386, 5-15=-1757/281,13-15=-1667/324,6-15=-854/239,6-12=-227/1235,8-12=-515/212,9-12=-130/775 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=40ft;eave=5ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-8,Interior(1)3-11-8 to 10-10-4,Exterior(2)10-10-4 to 14-9-12,Interior(1)16-5-6 to 18-9-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)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 87 lb uplift at joint 1,77 lb uplift at joint 10 and 167 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. LOAD CASE(S) Standard Job Truss !Truss Type 'Qty Ply 7792 126 ROOF SPECIAL 1 1 Print:Job Reference�o(optional)Industries,Inc. Fri Aug 2814.10:40 20150 Pape 1 Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Apr 30 I D:6LECZkU NzMgrs0Yu N i MwcNygyDE-CSvmgJsAvxRPN2_g WzRKCrioa?zU_7Ts4 SwTHwylJ7T 4-11-2 10-10-4 16-7-2 24-1-14 30-5-2 31-8-1,1 1 39-7-0 4.11-2 5-11-2 5-8.13 • 7.6-13 � 6-3-3 1-3-9 7-10-5 Scale=1:68.6 5x6 7.00'12 3 2x4 1 5x6 - 17 T2 T3 18 5x6 3x4 3x6 2x4 4x5 4 3x4 7 8 1 3x4 3x4 T4 T5 Tl 2 W' 5 —_ 9 f1 t6,_: 19 206 21 2 W1 W5 W6 W7 W8 W9 W10 W9 c"Q 2 W2 W3 N, A I I B1 B2 I:. 83-- i E: 15 14 13 •12 11 10 9 0-5-601-8) 3x8 - 0-4-1-2.4)3x6 3x8 0-5-W-118) 714#1-77# 3x8 MT2OHS 1886#/-212# 562#/-81# 10-10-4 21.6-12 30-5-2 39-7-0 10-10-4 10-8.7 8-10.6 9-1-14 Plate Offsets(X,Y)— [15:0-1-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.26 14-15 >977 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.67 14-15 >385 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress lncr YES WB 0.58 Horz(TL) 0.02 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:216 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B1:2x4 SP No.1 6-0-0 oc bracing:10-12. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 3-10-5(4-12); 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) 15=714/0-5-8 (min.0-1-8),9=544/0-5-8 (min.0-1-8),12=1886/0-4-15 (min.0-2-4) Max Horz 15=-68(LC 10) Max Upliftl5=-77(LC 12),9=-81(LC 9),12=-212(LC 12) Max Gray 15=714(LC 1),9=562(LC 22),12=1886(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-15=-134/63,1-16=-54/0,2-16=-54/0,2-17=-670/104,3-17=-582/124,3-18=-582/122,4-18=-671/102,4-5=-200/900, 5-19=-683/107,19-20=-683/107,6-20=-683/107,6-7=-683/107,7-21=-683/107,8-21=-683/107,8-9=-480/149 BOT CHORD 14-15=-169/746,13-14=-67/284,12-13=-67/284,11-12=-229/27,10-11=-229/27,9-10=-16/72 WEBS 2-15=-858/208,2-14=-293/145,3-14=0/363,4-14=0/297,4-12=-1435/322,5-12=-1107/289,5-10=-150/979,7-10=-493/202 ,8-10=-101/655 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=40ft;eave=5f1;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-1-4,Interior(1)4-1-4 to 10-10-4,Exterior(2)10-10-4 to 14-9-12,Interior(1)16-7-2 to 39-5-4 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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 77 lb uplift at joint 15,81 lb uplift at joint 9 and 212 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 ''Pty A00491821 7792 727 OOF SPECIAL 1 1 1 Job Reference(optional) J 'Mang Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print.7.620 s Apr 30 2015 AiTek Industries,Inc. Fri Aug 2814:10:40 2015 Page 1 ID:6LECZkUNzMgr50YuNiMwcNygyDE-CSvmgJsAvxRPN2_g WzRKCrisY7wE_1 As4SwTHwylJ7T 6-11-2 i 10-10-4 ---_-14-9-6 _- --- 20-1-4 i___-----_26-7-3 32-11-5 -39.7.0 - . 6-11-2 3-11-2 3-11-2 5.3-14 6-5-15 6-4-3 6-7-11 Scale=1:67.7 5x6 7.001-1-2- 3 5x8- /i:1' 5x8= 2x4 II 5x6 2x4 T2 1 4 5 T3 6., _ 71'4 t3 -2 1'.., 0 17 18 F. lopro, W6 W1 j W7 81 \ 137 n 'r B3 15 14 13 72 11 10 g 0-5-8(0-1-8) 3x8 0-3-k 2.4) 3x6= 0-5-8(0-1-8) 645#/-70# 3x8 MT2OHS 1884$11-211# 6384/-884 10-10-4 20-1-4 29-9-4 39-7-0 I 10-10-4 9-3-0 9-8-0 I 9-9-12 Plate Offsets(X,Y)- [6:0-2-8,0-3-0),[9:0-1-12,0-1-8],[15:0-1-8,0-1-8] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.34 14-15 >706 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.85 14-15 >281 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress lncr YES WB 0.98 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:241 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, Except: OTHERS 2x4 SP No.3 2-2-0 oc bracing:14-15. WEBS Web Brace:Length(member)5-10-0(2-15);5-7-2(6-12); [ MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 15=645/0-5-8 (min.0-1-8),9=615/0-5-8 (min.0-1-8),12=1884/0-3-8 (min.0-2-4) Max Horz 15=45(LC 11) Max Upliftl5=-70(LC 12),9=-88(LC 9),12=-211(LC 12) Max Gray 15=645(LC 1),9=638(LC 22),12=1884(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-15=-202/94,1-16=-46/2,2-16=46/2,2-3=-507/99,3-4=499/91,4-5=-121/607,5-17=-121/607,6-17=-121/607, 6-7=-567/56,7-18=-33/1,8-18=-33/1,8-9=-171/82 BOT CHORD 14-15=-128/569,13-14=-36/197,12-13=-36/197,11-12=-79/405,10-11=-79/405,9-10=-120/588 WEBS 2-15=-630/148,2-14=-295/138,3-14=0/297,4-14=-1/284,4-12=-1050/205,5-12=-396/153,6-12=-1140/227,6-10=0/391, 7-10=-64/124,7-9=-675/144 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=40ft;eave=5ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-1-4,Interior(1)4-1-4 to 10-10-4,Exterior(2)10-10-4 to 14-9-6 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 3x4 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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 70 lb uplift at joint 15,88 lb uplift at joint 9 and 211 lb uplift at joint 12. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ill FJob jTnlss 'Truss Type Qty Ply A0049183•178u/ding Component Supply,Car T28 ROOF SPECIAL 1 1 ■ Job Reference(optional) Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Fri Aug 2814:10:41 2015 Page 1 ID:6LECZkUNzMgrsOYuNiMwcNygyDE-gHTBuftogFZG?CZs4hyZk3F3CPHm1YwOJ6f1 pMylJ7S 13-4-13 6-10-3 8-11-2 110-10-4 12-9-6 19-4-15 20-1-4 26.7-3 32-11-5 39-7-0 LL 6-10-3 2-1-0 1-11-2 1-11-2d-7-7 6-0-1 0-8-5 6-5-15 6-4-3 6-7-11 Scale=1:67.4 7.00 ITI 2x4= 2x4 I, 2 x 4 I I 211.4 II 3x6= 2x4 1 3x6 2x4 1 \2 5 — T4 9 --T 13 a._ a 20 • 2 4 O 23 ¢24 7 25 .. \ . s ,. WI 1 k C V wt y w5 ws w4 WI i 0 ;'7 ''\. /*/" ''' ,:, B3 •• , 1 6 16 26 27 15 14 28 29 12 30 31 11 32 33 10 0-5-8(0-1-8) 3x6 0-3-k9-2-3) 3x6 0-5-8(0-1-8) 659#/-89# 1854#1-205# 630#/-87# 8-11-2 10-1-8 12-9-6 20-1-4 29-9-4 39-7-0_ 8-11-2 1-2-6 2-7-14 7-3-14 9-8-0 9-9-12 Plate Offsets(X,Y)— [16:0-1-12,0.1-8],[17:0-2-0,0-3-8],[18:0-2-0,Edge],[19:0-2-0,0-1-8] • LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) l/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.24 15-16 >993 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.61 15-16 >395 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.76 Horz(TL) 0.03 10 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 (Matrix-M) Weight:273 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. Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:2-3 OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:15-16. WEBS Web Brace:Length(member)6-5-6(2-16);6-5-6(3-13);6-3-8(6-13); 6-3-8(8-10); MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=659/0-5-8 (min.0-1-8),10=630/0-5-8 (min.0-1-8),13=1854/0-3-8 (min.0-2- ) Max Upliftl6=-89(LC 8),10=-87(LC 9),13=-205(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-16=-173/83,1-20=-27/1,2-20=-27/1,2-21=-515/58,3-21=-515/58,3-22=-80/430,4-22=-80/430,4-5=-80/430, 5-23=-80/430,6-23=-80/430,6-24=-466/52,7-24=466152,7-8=466/52,8-25=-25/1,9-25=-25/1,9-10=-168/80 BOT CHORD 16-26=-109/499,26-27=-109/499,15-27=-1091499,14-15=-701333,14-28=-70/333,28-29=-70/333,13-29=-70/333, 12-13=-62/292,12-30=-62/292,30-31=-62/292,11-31=-62/292,11-32=-102/458,32-33=-102/458,10-33=-102/458 WEBS 2-16=-6201142,2-15=-40/140,3-15=0/366,3-13=-994/196,6-13=-953/188,6-11=0/359,8-11=-50/126,8-10=-576/134, 5-13=409/159 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-1-4,Interior(1)4-1-4 to 39-5-4 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)All plates are 3x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 89 lb uplift at joint 16,87 lb uplift at joint 10 and 205 lb uplift at joint 13. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)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 !lob - Truss ITruss Type Oty .Ply A0049184 17Bu2 T29 s A zM 1 L FLAT Run:7.620 1 qp Job Reference(optional) N Building Component Supply,Green Cove Springs.FL EC s r 30 2015 Print: wcN s Apr 30 2015 uttog Industries,Inc. Fn Aug 2814:10:41 2015 Pale 1 ID:6L grsOYuNiMwcNygyDE�HTBuftogEZG?CZs4hyZk3F4EPGOjXMOJ6f1pMy1J7S 6-9-8 13.3-8 19-9.8 26-3.8 32-9-8 39-7-0 , I 96-6-0 6-6-0 6-6-0 6-6-0 6-9-8 Scale=1:66.2 2x4 II 3x6 - 2x4 II 3x6 2x4 1 17 2 Ti 183 19 4 5 20 6 21 7 8 K 22 9 41 I. \ D w ru C - `; - I'I - - -‘ , WI r W3 W4 W1 W4/ W2 • _ \ /B3 g a B2 –�3 ___� — 6 23 24 15 14 25 x�133 12 26 11 27 28 10 0-5-8(0-1-8) 3x6 0-3-R-2.4) 3x6 0-5.8(0-1-8) 679#/-89# 1918#/-202# 675#/-89# 10-0-8 19-9-8 -- -- 20-3-0 _ 29-6-8 _-- _ 39.7-0 10-0-8 9-9-0 0-5-8 9-3-8 10-0-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.27 10-11 >866 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.6310-11 >372 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.79 Horz(TL) 0.03 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:287 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 7-2-5(2-16);7-1-1(3-13);7-1-1(6-13); 7-2-5(8-10); MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=656/0-5-8 (min.0-1-8),10=656/0-5-8 (min.0-1-8),13=1831/0-3-8 (min.0-2-4) Max Upliftl6=-89(LC 8),10=-89(LC 9),13=-202(LC 12) Max Grav16=679(LC 17),10=675(LC 17),13=1918(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-16=-171/82,1-17=-22/0,2-17=-22/0,2-18=-452/48,3-18=-452/48,3-19=-60/341,4-19=-60/341,4-5=-60/341, 5-20=-60/341,6-20=-60/341,6-21=-445/48,7-21=-445/48,7-8=-445/48,8-22=-23/0,9-22=-23/0,9-10=-171/82 BOT CHORD 16-23=-90/428,23-24=-90/428,15-24=-90/428,14-15=-58/289,14-25=-58/289,13-25=-58/289,12-13=-58/284, 12-26=-58/284,11-26=-58/284,11-27=-90/423,27-28=-90/423,10-28=-90/423 WEBS 2-16=-579/128,2-15=-37/144,3-15=0/378,3-13=-910/171,5-13=-400/156,6-13=-904/171,6-11=0/373,8-11=-37/137, 8-10=-573/128 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-1-4,Interior(1)4-1-4 to 39-5-4 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)All plates are 3x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 89 lb uplift at joint 16,89 lb uplift at joint 10 and 202 lb uplift at joint 13. 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 A0049185 7792 ,T30 1 PIGGYBACK BASE 1 1 Job Reference(optional) Building Component Suppy,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 biTek Industries.Inc. Fri Aug 2814:10:41 2015 Page 1 ID:6LECZkUNzMgrs0YuNiMwcNygyDE-gHT8uftogEZG1CZs4hyZk3F4GPJIiWCW6f1 pMyjJ7S 6-9-8 13-3-8 19-9-8 - 26-3.8 32-9-8 39-7-0 , `-- 6-9-8 6-6-0 6-6-0 6-6-0 6-6-0 6-9-8 Scale=1:66.2 2x4 II 3x6 - 2x4 3x6 2x4 1 17 2 183 19 4 5 6 20 7 21 8 22 9 T7 R1 . •. / r.;, '• j WggR1 ��. W1 ° •�s 3 �. W1 W2 • NI (�+ WBR2 :: 11 WB R4. ; , \\ _ --R1 - •• .. - u - :1 76 23 24 15 14 25 118-2-4)3 26 12 11 27 28 10 3x8 3x6 0-5-8(0-1-8) 0-3- . 0-5.8(0-1-8) 711#1-90# 1922#/-197# 711#/-90# 10-0-8 19-9-8 20-3-0 29-6-8 39-7-0 10-0-8 I 9-9-0 0-5-8 9-3-8 10-0-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.29 15-16 >819 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.61 15-16 >387 180 BCLL 0.0 • Rep Stress Incr YES WB 0.87 Horz(TL) 0.02 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:343 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.1'Except' end verticals. B2:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member)5-7-10(1-16);5-7-10(9-10);8-0-6 OTHERS 2x4 SP No.3 (2-16);6-3-10(2-15);7-11-3(3-13);7-11-3 (7-13);6-3-10(8-11);8-0-6(8-10); MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. - -- REACTIONS. (lb/size) 16=673/0-5-8 (min.0-1-8),10=673/0-5-8 (min.0-1-8),13=1798/0-3-8 (min.0-2-4) Max Uplift16=-90(LC 8),10=-90(LC 9),13=-197(LC 12) Max Grav16=711(LC 17),10=711(LC 17),13=1922(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-16=-170/81,1-17=-18/0,2-17=-18/0,2-18=-416/45,3-18=-416/45,3-19=-43/254,4-19=-43/254,4-5=-43/254, 5-6=-43/254,6-20=43/254,7-20=-43/254,7-21=-416/45,8-21=-416/45,8-22=-18/0,9-22=-18/0,9-10=-170/81 BOT CHORD 16-23=-80/385,23-24=-80/385,15-24=-80/385,14-15=-55/279,14-25=-55/279,13-25=-55/279,13-26=-55/279, 12-26=-55/279,11-12=-55/279,11-27=-80/385,27-28=-80/385,10-28=-80/385 WEBS 2-16=-571/124,2-15=-17/162,3-15=0/360,3-13=-840/155,5-13=-399/156,7-13=-840/155,7-11=0/360,8-11=-17/162, 8-10=-571/124 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25f;B=45ft;L=40ft;eave=5ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-1.4,Interior(1)4-1-4 to 39-5-4 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)All plates are 3x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 90 lb uplift at joint 16,90 lb uplift at joint 10 and 197 lb uplift at joint 13. 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 - .Ob Ply A0049186I 7792 IT31 NbnoPitch ID:6LECZ0 s Apr 02015 iM t 1 t Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 302015 MiTek Industries,Inc. Fri Aug 2814:10:42 2015 Pale 7 g wcNygyDE-8T1W57 tORYh7cM82eOToHGnKOopJS9f9XmPaLoyjJ7R - 12-8-0 21-8-0 I 12-8-0 9-0-0 1,§ Scale=1:44.3 7.00 FIT 15 1 13� 12 T2 3, 11 '/" 3x6 • 10 t �, 3.00 12 8 9 7 ■ ST 1 6 . 5 ST'O vi 3 4 r`ni 31 ?aT1 ■ ' M ` : ST2 'Tr 1 , gi--1P-- -P .--, F., .j O 3x4 30 29 28 27 26 25 24 23 22 21 20 19 18 17 5x6 21 8-0 --1 21-8-0 Plate Offsets(X,Y)- [26:0-3-0,0-3-0] LOADING(psf) ! SPACING- 2-0-0 CSI. I DEFL. in (loc) I/dell Ud 1 PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - n/a 999 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 1 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.09 Horz(TL) 0.00 17 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:145 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 WEBS 1 Row at midpt 16-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide.-_REACTIONS. (lb/size) 17=40/21-8-0 (min.0-2-0),18=107/21-8-0 (min.0-2-0),19=108/21-8-0 (min.0-2-0),20=107/21-8-0 (min.0-2-0), 21=107/21-8-0 (min.0-2-0),22=106/21-8-0 (min.0-2-0),23=106/21-8-0 (min.0-2-0),24=108/21-8-0 (min.0-2-0) ,25=105/21-8-0 (min.0-2-0),26=108/21-8-0 (min.0-2-0),27=100/21-8-0 (min.0-2-0),28=139/21-8-0 (min. 0-2-0),29=-33/21-8-0 (min.0-2-0),30=364/21-8-0 (min.0-2-0),1=133/21-8-0 (min.0-2-0) Max Horz 1=237(LC 12) Max Upliftl7=-11(LC 12),18=-22(LC 12),19=-26(LC 12),20=-25(LC 12),21=-25(LC 12),22=-28(LC 12),23=-4(LC 12), 25=-21(LC 8),26=-18(LC 8),27=-17(LC 8),28=-23(LC 8),29=-33(LC 1),30=-61(LC 8) Max Gray 17=41(LC 17),18=107(LC 17),19=109(LC 17),20=107(LC 17),21=107(LC 17),22=108(LC 17),23=106(LC 1), 24=108(LC 1),25=105(LC 1),26=108(LC 1),27=100(LC 1),28=139(LC 1),29=4(LC 8),30=364(LC 1),1=133(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 16-17=-32/21,1-31=-320/199,2-31=-311/210,2-3=-266/179,3.4=-265/188,4-5=-247/179,5-6=-233/175,6-7=-219/170, 7-8=-203/165,8-9=-199/163,9-10=-199/170,10-11=-181/155,11-12=-147/126,12-13=-114/99,13-14=-82/72, 14-15=48/43,15-16=-21/16 BOT CHORD 1-30=-1/2,29-30=-1/2,28-29=-1/2,27-28=-1/2,26-27=-1/2,25-26=-0/0,24-25=-0/0,23-24=-0/0,22-23=-0/0,21-22=-0/0, 20-21=-0/0,19-20=-0/0,18-19=-0/0,17-18=-0/0 WEBS 15-18=-79/50,14-19=-83/53,13-20=-81/52,12-21=-81/52,11-22=-85/56,10-23=-80/25,8-24=-81/11,7-25=-79/52, 6-26=-80/49,5-27=-76/44,4-28=-100/66,3-29=-38/14,2-30=-260/207 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=21t;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-2-8 to 3-2-8,Exterior(2)3-2-8 to 21-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint 17,22 lb uplift at joint 18, 26 lb uplift at joint 19,25 lb uplift at joint 20,25 lb uplift at joint 21,28 lb uplift at joint 22,4 lb uplift at joint 23,21 lb uplift at joint 25,18 lb uplift at joint 26,17 lb uplift at joint 27,23 lb uplift at joint 28,33 lb uplift at joint 29 and 61 lb uplift at joint 30. 6),)AfQr crBidf ptreaks including heels"Member end fixity model was used in the analysis and design of this truss. -a , Qty Fly --- Job - Truss truss Type A0048188 7792 131 Monopitcn I 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.820 s Apr 30 2015 MiTek Industries,Inc.Fri Aug 28 14:10:42 2015 Pape 2 ID:6LECZkUNzMgrs0YuNIMwcNygyDE-ST1 W5?tORYh7cM82eOToHGnKOopJS9f9XmPaLoy JJ7R LOAD CASE(S) Standard • Job truss --,'-muss Type 'Qty Ply A0049187 7792 T32 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 A5Tek Industries,Inc. Fri Aug 2814:10:42 2015 Page I ID:6LECZkUNzMgrs0YuNiMwcNygyDE-8T1 W5?tQRYh7cM82eOToHGnLiorsS9e9XmPaLoy pJ7R 14-2-9 14-2-9 12 Scale=1:40.4 11 5x6 10 „Ti 8 7�"% 7.00112 T L 6 - 5 T1 . 3 i •T. 2� f-1' - T I� 1 T _ ifj . B1 • 0 3x4 22 21 20 19 18 17 16 15 14 13 14-2-9 14-2-9 Plate Offsets(X,Y)-- [9:0-2-8,0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 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 0.09 Horz(TL) 0.00 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:113 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 WEBS 1 Row at midpt 12-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=40/14-2-9 (min.0-1-8),1=68/14-2-9 (min.0-1-8),14=106/14-2-9 (min.0-1-8),15=108/14-2-9 (min.0-1-8),16=107/14-2-9 (min.0-1-8), 17=107/14-2-9 (min.0-1-8),18=107/14-2-9 (min.0-1-8),19=106/14-2-9 (min.0-1-8),20=111/14-2-9 (min.0-1-8),21=85/14-2-9 (min.0-1-8), 22=169/14-2-9 (min.0-1-8) Max Horz 1=237(LC 12) Max Upliftl3=-11(LC 12),1=-7(LC 10),14=-22(LC 12),15=-26(LC 12),16=-25(LC 12),17=-25(LC 12),18=-25(LC 12),19=-25(LC 12),20=-26(LC 12),21=-20(LC 12),22=-50(LC 12) Max Grav13=41(LC 17),1=132(LC 12),14=107(LC 17),15=109(LC 17),16=107(LC 17),17=107(LC 17),18=107(LC 17),19=106(LC 17),20=112(LC 17), 21=85(LC 17),22=172(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 12-13=-32/21,1-2=-343/290,2-3=-283/233,3-4=-254/213,4-5=-219/184,5-6=-185/156,6-7=-151/128,7-8=-118/100, 8-9=-84/61,9-10=-81/73,10-11=-49/44,11-12=-21/15 BOT CHORD 1-22=-0/0,21-22=-0/0,20-21=-0/0,19-20=-0/0,18-19=-0/0,17-18=-0/0,16-17=-0/0,15-16=-0/0,14-15=-0/0,13-14=-0/0 WEBS 11-14=-80/52,10-15=-84/55,8-16=-82/54,7-17=-82/54,6-18=-82/54,5-19=-81/54,4-20=-84/55,3-21=-68/45, 2-22=-135/93 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 B;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 14-0-13 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint 13,7 lb uplift at joint 1,22 lb uplift at joint 14,26 lb uplift at joint 15,25 lb uplift at joint 16,25 lb uplift at joint 17,25 lb uplift at joint 18,25 lb uplift at joint 19,26 lb uplift at joint 20,20 lb uplift at joint 21 and 50 lb uplift at joint 22. 8)Non Standard bearing condition. Review required. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard _.. ------ • • ., pob !FUSS [Truss • Type 'Qty Ply A0049188 17792 T33 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 Wek Industries,Inc. Fri Aug 28 14:10:43 2015 Page 1 ID:6LECZkUNzMgrsOYuNiMwcNygyDE-cgbvILu2Csp_EWiFC6_1 gUKQOC6IBbiJmQ88uF iJ7O 14-3-9 14-3-9 12 Scale=1:51.6 11 5x6 10 12 I' 9 -, 8 7.00 nY 7 - S ,1j'71'/ 0 .1 i 4 , 3 .; 3x4 112 I 1 M` 24 23 22 21 20 19 18 17 16 15 14 13 3x4 14-3-9 14-3-9 Plate Offsets(X,Y)-- [9:0-3-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:133 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 WEBS 1 Row at midpt 12-13,11-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 24=23/14-3-9 (min.0-1-8),13=40/14-3-9 (min.0-1-8),14=106/14-3-9 (min.0-1-8),15=110/14-3-9 (min.0-1-8), 16=106/14-3-9 (min.0-1-8),17=105/14-3-9 (min.0-1-8),18=107/14-3-9 (min.0-1-8),19=107/14-3-9 (min.0-1-8) ,20=107/14-3-9 (min.0-1-8),21=106/14-3-9 (min.0-1-8),22=110/14-3-9 (min.0-1-8),23=94/14-3-9 (min.0-1-8) Max Horz 24=236(LC 12) Max Uplift24=-164(LC 10),13=-17(LC 12),14=-16(LC 12),15=-26(LC 12),16=-28(LC 12),17=-22(LC 12),18=-25(LC 12), 19=-26(LC 12),20=-22(LC 12),21=-35(LC 12),23=-425(LC 12) Max Grav24=496(LC 12),13=42(LC 17),14=106(LC 1),15=110(LC 17),16=108(LC 17),17=105(LC 1),18=107(LC 17), 19=107(LC 17),20=107(LC 1),21=109(LC 17),22=110(LC 1),23=207(LC 10) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-24=-382/306,12-13=-34/24,1-2=-456/378,2-3=-312/260,3-4=-286/238,4-5=-251/210,5-6=-218/182,6-7=-184/155, 7-8=-150/126,8-9=-118/100,9-10=-83/72,10-11=-49/43,11-12=-21/16 BOT CHORD 23-24=-1/1,22-23=-1/1,21-22=-1/1,20-21=-1/1,19-20=-1/1,18-19=-1/1,17-18=-1/1,16-17=-1/1,15-16=-1/1,14-15=-1/1, 13-14=-1/1 WEBS 11-14=-78/49,10-15=-84/54,9-16=-85/58,8-17=-78/49,7-18=-83/55,6-19=-82/54,5-20=-82/54,4-21=-83/55,3-22=-82/38, 2-23=-262/278 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 B;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 14-1-13 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)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 164 lb uplift at joint 24,17 lb uplift at joint 13, 16 lb uplift at joint 14,26 lb uplift at joint 15,28 lb uplift at joint 16,22 lb uplift at joint 17,25 lb uplift at joint 18,26 lb uplift at joint 19,22 lb uplift at joint 20,35 lb uplift at joint 21 and 425 lb uplift at joint 23. 9)Non Standard bearing condition. Review required. 10)"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 JTrussType Qty 'Ply - A0049189i1 7792 T34 Monopitch Supported Gable ID:6LECZkUNzMg 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. Fri Aug 2814:10:43 2015 Page 1 rsOYuNiMwcNygyDE-cgbvlLu2Csp_E WiFC6_1 gUKWPCA2BbsJmQ88uFyjJ7Q 14-3-9 14-3-9 12 Scale=1:39.5 11 5x6 10 T2 c 8 9' .u, I 7.00112 6 • 5 4 T1 ST: _1 T7 3 T. T 2 STi Ta ST ST1 I I 0 3x4 22 21 20 19 18 17 16 15 14 13 14-3-9 14-3-9 Plate Offsets(X,Y)- [9:0-3-0,0-3d] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 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 Ind YES WB 0.09 Horz(TL) 0.00 13 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 purtins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 12-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=40/14-3-9 (min.0-1-8),1=71/14-3-9 (min.0-1-8),14=106/14-3-9 (min.0-1-8),15=110/14-3-9 (min.0-1-8),16=108/14-3-9 (min.0-1-8), 17=106/14-3-9 (min.0-1-8),18=107/14-3-9 (min.0-1-8),19=106/14-3-9 (min.0-1-8),20=112/14-3-9 (min.0-1-8),21=82/14-3-9 (min.0-1-8), 22=175/14-3-9 (min.0-1-8) Max Horz 1=239(LC 12) Max Upliftl3=-11(LC 12),1=-5(LC 10),14=-22(LC 12),15=-27(LC 12),16=-26(LC 12),17=-25(LC 12),18=-25(LC 12),19=-25(LC 12),20=-26(LC 12),21=-19(LC 12),22=-51(LC 12) Max Grav13=41(LC 17),1=132(LC 12),14=106(LC 17),15=111(LC 17),16=109(LC 17),17=107(LC 17),18=107(LC 17),19=106(LC 17),20=112(LC 17), 21=83(LC 17),22=179(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 12-13=-32/21,1-2=-345/292,2-3=-284/234,3-4=-255/214,4-5=-220/185,5-6=-187/157,6-7=-153/129,7-8=-119/102, 8-9=-85/61,9-10=-81/74,10-11=-49/44,11-12=-21/15 BOT CHORD 1-22=-0/0,21-22=-0/0,20-21=-0/0,19-20=-0/0,18-19=-0/0,17-18=-0/0,16-17=-0/0,15-16=-0/0,14-15=-0/0,13-14=-0/0 WEBS 11-14=-80/52,10-15=-86/56,8-16=-83/55,7-17=-81/53,6-18=-82/54,5-19=-81/53,4-20=-85/55,3-21=-66/44, 2-22=-139/95 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25f1;B=45ft;L=24ft;eave=2ft;Cat.II; Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 14-1-13 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint 13,5 lb uplift at joint 1,22 lb uplift at joint 14,27 lb uplift at joint 15,26 lb uplift at joint 16,25 lb uplift at joint 17,25 lb uplift at joint 18,25 lb uplift at joint 19,26 lb uplift at joint 20,19 lb uplift at joint 21 and 51 lb uplift at joint 22. 8)Non Standard bearing condition. Review required. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard • r r 'Job 'Truss Truss Type 'Qty ;Ply A0049190 en Cove Springs,FL 1 1 7792 '.v01 GABLE ID 6LEC Job Reference(optional) Building Component Supply,Gre 620 s Apr 30 2015 Print:7.620 s Apr 30 20151viTek Industries.Inc. Fri Aug 28 14:10:43 2015 Page 1 ZkUNzMgrs0YuNiMwcNygyDE-cgbvlLu2Csp_EWiFC6_1 gUKXgCAwBcpJmQ88uFyjJ7Q 3-7-11 6-3-11 7-7-11 . 8-11-11 10-3-11 . 11-7-11 - 14-3-11 , 15-7-11 . 17-11-6 3-7-11 2-8-0 1.4-0 1-1-0 1-4-0 1-4-0 2-8-0 1.4-0 2-3-11 4x5 Scale=1:33.3 6 • 5 7 7.00 12 j 4 I 8 24 23 3 T1 9 Ti 22 a- T 25 10 2 W3 W3 ., TI W W2 ST1 ti ty W110 11 q .. B1 B2 Y q .o 0 3x4 P1 20 19 18 17 16 15 14 13 12 3x4 3x6 3-7-11 6-3-11 7-7-11 14-3-11 , 15-7-11 . 17-11-6 3-7-11 2-8-0 1-4-0 6-8-0 1-4-0 2-3-11 Plate Offsets(X,Y)- [19:0-2-5,0-1-8j LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Ildefl 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 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:85 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) 1=84/17-11-6 (min.0-1-8),11=84/17-11-6 (min.0-1-8),16=91/17-11-6 (min.0-1-8),20=73/17-11-6 (min.0-1-8),13=73117-11-6 (min.0-1-8), 12=194/17-11-6 (min.0-1-8),14=114/17-11-6 (min.0-1-8),15=109/17-11-6 (min.0-1-8),17=109/17-11-6 (min.0-1-8),18=114/17-11-6 (min.0-1-8), 21=194/17-11-6 (min.0-1-8) Max Horz 1=-90(LC 10) Max Uplift20=-17(LC 12),13=-17(LC 12),12=-45(LC 12),14=-29(LC 12),15=-19(LC 12),17=-19(LC 12),18=-29(LC 12),21=-45(LC 12) Max Grav1=90(LC 18),11=84(LC 1),16=92(LC 17),20=74(LC 17),13=74(LC 18),12=195(LC 18),14=115(LC 18),15=110(LC 22),17=110(LC 17),18=114(LC 21),21=195(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-76/73,2-22=-69/35,3-22=-55/47,3-23=-55/40,4-23=-38/44,4-5=-74/74,5.6=-99/98,6-7=-99/98,7-8=-74/74, 8-24=-31144,9-24=-43/40,9-25=-27/22,10-25=-42/16,10-11=-49146 BOT CHORD 1-21=-45/53,20-21=-45/53,19-20=-45/53,18-19=-45/53,17-18=-45/53,16-17=-45/53,15-16=-45/53,14-15=-45/53, 13-14=-45/53,12-13=-45/53,11-12=-45/53 WEBS 6-16=-65/23,3-20=-59/31,9-13=-59/31,10-12=-140/87,8-14=-88/54,7-15=-84/47,5-17=-85/47,4-18=-88/54, 2-21=-140/87 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 B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-2-15 to 4-2-15,Interior(1)4-2-15 to 8-11-11,Exterior(2)8-11-11 to 11-11-11 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 17 lb uplift at joint 20,17 lb uplift at joint 13, 45 lb uplift at joint 12,29 lb uplift at joint 14,19 lb uplift at joint 15,19 lb uplift at joint 17,29 lb uplift at joint 18 and 45 lb uplift at joint 21. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard C. Job truss —;Truss Type Qty Ply A0049191 7792 V02 Valley e 1 9 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. Fri Aug 2814:10:44 2015 Page 1 ID:6LECZkUNzM rs0YuNiMwcNygyDE-5S9HWhvgz9xrsgHRIpVGMht t6cUBw3lS?4uhQhyjJ7P 4-7-10 9-3-4 I 4.7-10 - - 4-7-10 Scale=1:18.1 4x5 - 2 7.00 •2 / it j 7 /6 . T1 1 N / ST1 • 8 5 I I �_�� '4 q 4 2x4 2x4 2x4 0-0-7 - 9-3-4 0-0-7 9-2-13 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:31 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 i MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=155/9-2-6 (min.0-1-8),3=155/9-2-6 (min.0-1-8),4=345/9-2-6 (min.0-1-8) Max Horz 1=48(LC 11) Max Uplift1=-27(LC 12),3=-27(LC 12),4=-18(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-5=-98/31,5-6=-53/35,2-6=-36/46,2-7=-36/46,7-8=-47/35,3-8=-97/31 BOT CHORD 1-4=-4/41,3-4=-4/41 WEBS 2-4=-224/88 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 4-7-10,Exterior(2)4-7-10 to 7-7-10 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 1,27 lb uplift at joint 3 and 18 lb uplift at joint 4. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 'Truss Type y 1Pl A0049102 17792 y 3 Valley Qty 1 j Job Reference(optional)Industries.Inc.Fri 814:10:44 2015 Pa 1 Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 20 Aug Au9 9e ID:6LECZkUNzMgrs0YuNiMwalygyDE-5s9HWhvgz9xrsgHRIpVGMhthMcTNw3TS?4uhQhylJ7P 2-7-10 5-3-4 -. 2-7-10 2-7-10 3x6 Scale=1:11.8 2 7.00,12 . T1 T1 u? 3 1 B1 Q .•..❖•C C*•*.•.•.....•..•.•...•.••C*•• .•.❖.•..•.•..❖.❖•..❖.•.•...❖.•O.❖.❖.•.•..•....•.s•.❖.❖....❖..❖.•..• 'Q ................................................................................... 2x4 2x4 015-7 5-3-4 0-0-7 5-2-13 Plate Offsets(X,Y)-- 12:0-3-0,Edgej 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 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 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 10.0 Code FBC2014/TPI2007 (Matrix) Weight:15 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=167/5-2-6 (min.0-1-8),3=167/5-2-6 (min.0-1-8) Max Horz 1=-24(LC 10) Max Uplift1=-19(LC 12),3=-19(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-150/72,2-3=-150/72 BOT CHORD 1-3=-32/108 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 B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 1 and 19 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. LOAD CASE(S) Standard • a ■ I. Job- —Truss !Truss Type Qty .Ply A0049193 7792 'VO4 (Valley 1 i 1 Job Reference(optional) ' Building Component Supply,Green Cove Springs.F7 Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 PATek Industries,Inc. Fri Aug 2814:10:44 2015 Pape 1 I D:6L ECZkUNzMg r50Yu N iMwcNygyDE-5s9H W hvgz9xrsg HRIpVGMhte9cU Lw3gS?4 uhlahylJ7P 4-5-13 8-11-11 . I-- 4-5-13 4-5-13 Scale:3/4"=1' 2 45- ,, 7 7.00 12 6 j: /: �\ `\ Trt � W - „ Tt N 8 5 j 1 / / 3 - ■ - ',. v $1 Y 4 :i •i+:•:•:•:•:•:•:•:% i•i i:•:•:•:•:•:i•i i•:•:•:i:•:•:•:i•i�:•:•:•:•:•:•:•:i:•:•:•:•:•:•:i��i:•:•A+:i:•:•:•:i:+:+:•:•:•:•:%+: +:•:•:•:•:i:•:•:•:•:•:•:•:•:i:,:+: o 4 2x4 2x4 2x4 0-0-7 8-11-11 0-0-7 8-11-4 LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES 1 WB 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 i (Matrix) Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. 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 1i be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=165/8-10-13 (min.0-1-8),3=165/8-10-13 (min.0-1-8),4=301/8-10-13 (min.0-1-8) Max Horz 1=-46(LC 10) Max Uplift 1=-34(LC 12),3=-34(LC 12),4=-1(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-5=-85/30,5-6=-45/35,2-6=-33/43,2-7=-33/43,7-8=-44/35,3-8=-81/30 BOT CHORD 1-4=-6/36,3-4=-6/36 WEBS 2-4=-203/79 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 B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 4-5-13,Exterior(2)4-5-13 to 7-5-13 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 34 lb uplift at joint 1,34 lb uplift at joint 3 and 1 lb uplift at joint 4. 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 T ype Qty Ply A0049194 7792 V05 Valley 1 1 ; 'Job Reference(optional) Building Component Supply,Green Cove Springs.FL Run:7.620 5 Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Fri Aug 2814:10:44 2015 Pare 1 I D:6LECZkU NzMg rs0YuNi MwcNygyDE-5s9H W hvg z9xrsgH RIpVGMhti W W tw3TS94uhQhylJ7P 2-5-13 4-11-11 • 2-5-13 2-5-13 3x6 Scale=1:9.6 2 7.00 12 T1 T1 3 1 131 0 0,70 0 2x4 2x4 0-0-7 4-11-11 _ 0-0-7 4-11-4 Plate Offsets(X,Y) [2:03-0,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 � TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.25 BC 0.19 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Inv: YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. fib/size) 1=156/4-10-13 (min.0-1-8),3=156/4-10-13 (min.0-1-8) Max Horz 1=-23(LC 10) Max Uplift 1=-17(LC 12),3=-17(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-139/67,2-3=-139/67 BOT CHORD 1-3=-30/100 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 17 lb uplift at joint 1 and 17 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. LOAD CASE(S) Standard