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616 TIMBER BRIDGE LN - TRUSSES DATE05)28/15 PAGE 1 lal ibblib.... BUILDING COMPNENT SUPPLY A. r7 n�,J ORDER#7103 B CS 4627 J.P. HALL BLVD � '\,./44...):Ii GREEN COVE SPRINGS, FL 32043 I"`A� BUP.DINC,CoNPONnti SUPPLY,INC. 904-297-9390 _ Toll Brothers JOB NAME:The Catalina LOT# 167 SUBDIV:Atlantic Beach Country o MODEL: TAG:Coastal JOB CATEGORY: L D Reaction Summary ROOF TRUSSES PROFILE I QTY PITCH I TRUSS I Joint Number 11 REACTIONS NaxGravity PLY ID Max Uplift Joint 2 Joint 3 Joint 4 H 6 6.00 0.00 EJ02 53.8910 35.5950 73.6670 -42.5120 -4.2780 L Joint 2 Joint 3 Joint 4 6.00 0.00 EJO2A 54.3610 38.3920 123.2070 -22.4570 -62.2830 C Joint 2 Joint 3 Joint 4 6.00 0.00 EJ02B 57.0510 41.6520 134.3770 -22.3380 -66.7970 4 Joint 2 Joint 3 Joint 4 6.00 0.00 EJO2C 56.9780 37.8230 78.3330 -44.4810 -3.8900 Joint 3 Joint 4 Joint 5 6.00 0.00 EJO2D 56.3720 37.9890 78.3330 -34.4340 -21.8750 le III Joint 2 Joint 3 Joint 4 6.00 0.00 EJ03 70.9670 48.6520 100.8330 -59.0840 -37.0480 -28.2980 © Joint 2 Joint 3 Joint 4 6.00 0.00 EJO3A 82.4940 56.0890 116.6670 -60.8250 -1.2600 Joint 2 Joint 3 Joint 4 6.00 0.00 EJ04 104.7810 71.9390 150.0000 -75.1550 -4.2000 Joint 2 Joint 3 Joint 4 6.00 0.00 EJO4A 102.1810 70.3950 146.6670 -73.3570 -4.8950 Joint 5 Joint 6 Joint 7 Joint 8 4 1 6.00 0.00 EJO4B 40.6450 108.5990 116.7940 80.2640 -25.0640 -18.9390 -111.4950 -0.5640 111 Joint 2 Joint 3 Joint 4 6.00 0.00 EJ07 61.9280 101.0010 566.3100 -141.7490 -221.3650 Joint 3 Joint 4 Joint 7 6.00 0.00 EJO7A 72.4780 91.7190 546.0070 -113.4440 -214.5090 Joint 3 Joint 4 Joint 7 6.00 0.00 EJO7B 51.8030 92.8010 480.1150 -68.4740 -0.1000 -186_.4240 Joint 2 Joint 3 Joint 4 1 6.00 0.00 EJO7C 180.7150 122.3660 259.1670 -123.4290 -19.7060 giS Joint 3 Joint 4 Joint 7 4 6.00 0.00 EJUB 90.7160 220.9500 311.6670 -62.3470 -192.8010 -129.4550 tgl Joint 3 Joint 4 Joint 7 1 6.00 0.00 EJO8A 188.2360 155.1690 258.0760 -142.6260 -80.0760 -201.3100 Joint 3 Joint 4 Joint 7 1 6.00 0.00 EJO8B 138.1250 187.7080 311.6670 -100.3760 -27.9960 -64.2390 t t Joint 3 Joint 4 Joint 7 1 6.00 0.00 EJO8C 78.1250 233.5420 311.6670 -56.7740 -185.9400 -158.3040 C (4") 1rD 3 (.5____ DATE05/28/15 PAGE 2 BUILDING COMPNENT SUPPLY ORDER#7103 RCS 4627 J.P. HALL BLVD GREEN COVE SPRINGS, FL 32043 eaLc*e COMPONENT SuPPIY,INC. 904-297-9390 Toll Brothers JOB NAME:The Catalina LOT# 167 SUBDIV:Atlantic Beach Country cis L MODEL: TAG:Coastal JOB CATEGORY: D ° ° Reaction Summary ROOF TRUSSES I PROFILE I QTYI PITCH I TRUSS I I Joint Number REACTIONS Max Gravity PLY I ID Max Uplift 14K Joint 4 Joint 5 Joint 8 1 6.00 0.00' EJO8D 18.1250 191.7940 416.1120 -13.1720 -169.1010 -206.1390 Joint 4 Joint 5 Joint 8 1 6.00 0.00 EJO8E 13.1250 192.7520 418.4750 -9.5380 -171.2300 -206.5930 Joint 3 Joint 4 Joint 7 elK 1 6.00 0.00 EJO8F 73.1250 238.5410 311.6670 -53.1400 -190.1310 -156.6970 Joint 3 Joint 4 Joint 7 1 6.00 0.00 EJO8G 133.1250 189.3750 311.6670 -96.7430 -142.2550 -173.5770 Joint 2 Joint 3 Joint 4 4 6.00 0.00 EJ27 92.7920 104.0590 386.2230 -20.5240 -167.3330 Joint 3 Joint 4 Joint 6 1 6.00 0.00 EJ27A 115.9380 167.0110 255.7920 -76.1900 -79.7440 -71.3250 Joint 3 Joint 4 Joint 6 1 6.00 0.00 EJ27B 58.1250 212.9490 256.6670 -42.2400 -110.3580 e i Joint 4 Joint 5 �/ 1 0.00 0.00 F14 502.5000 502.5000 rt ^ Joint 4 Joint 5 / 1 0.00 0.00 F15 520.0000 520.0000 Joint 4 Joint 7 1 0.00 0.00 F 16 505.0000 505.0000 4 Joint 11 Joint 17 2 Ply 0.25 0.00 F21 138.1920 2297.6420 -43.6430 -642.4700 FtaillEil Joint 9 Joint 15 9 0.25 0.00 F22 391.1800 548.8200 -110.3550 -152.8630 1 Joint 11 Joint 19 3 Ply 0.00 0.00 FG01 6761.1240 6273.6370 -1067.2010 -1033.8090 ti• i 'i 1 Joint 4 Joint 6 - - 2 Ply 0.00 0.00 FG02 430.0000 430.0000 1 Joint 8 Joint 12 3 Ply 0.00 0.00 FG03 1495.6640 1603.5630 1 Joint 11 Joint 19 3 Ply 0.00 0.00 FG04 4059.0620 3904.0090 -91.6940 -34.0260 Joint 2 Joint 3 Joint 4 1 4.24 0.00 HJ01 40.7500 27.5060 56.5910 -36.5350 -27.9660 -22.1710 1 1 C Joint 2 Joint 3 Joint 4 1 4.24 0.00 HJO1A 47.2980 31.9970 65.9580 -39.9450 -29.3090 -25.5300 DATE05/28/15 PAGE 3 --r1 BUILDING COMPNENT SUPPLY ORDER#7103 if6 4627 J.P. HALL BLVD GREEN COVE SPRINGS, FL 32043 em_DING COMPONENT SUPPLY,INC. 904-297-9390 Toll Brothers JOB NAME:The Catalina LOT# 167 SUBDIV:Atlantic Beach Country s MODEL: TAG:Coastal JOB CATEGORY: L 0 ,_II Reaction Summary ROOF TRUSSES PROFILE I QTY` PITCH I TRUSS l I Joint Number I I REACTIONS rtaxGruty PLY ID Max Uplift ® Joint 2 Joint 3 Joint 4 L 1 4.24 0.00 HJO2 74.4150 55.0120 137.6590 -72.3130 -31.6490 -5.96.80 _ Joint 1 Joint 3 Joint 4 ftft 4.24 0.00 HJ02A 98.1380 64.6260 39.4750 -10.5390 -36.4240 -4.5490 Joint 2 Joint 3 Joint 4 4.24 0.00 HJO3 95.3410 65.1040 135.9080 -65.1840 -41.6280 -60.9010 Joint 8 Joint 9 Joint 10 Joint 11 Joint 12 .Alit 6.00 0.00 T01 72.9960 127.1010 116.6400 95.2120 116.6400 -62.0010 -52.9060 -41.8100 -41.8100 ,I Joint 4 Joint 6 6.00 0.00 T02 253.3330 253.3330 -156.3090 -156.3090 Joint 5 Joint 7 -° 6.00 0.00 103 253.3330 253.3330 -164.7640 -147.8550 Joint 6 Joint 8 -' 6.00 0.00 T04 253.3330 253.3330 -173.6870 -138.9320 ,II Joint 4 Joint 6 ' 1 6.00 0.00 T05 253.3330 253.3330 -197A660 -131.5130 Eli Joint 1 Joint 5 5 4.00 0.00 106 590.0000 590.0000 -154.8410 -154.8410 Joint 1 Joint 5 1 4.00 0.00 107 590.0000 590.0000 -154.8410 -154.8410 Joint 1 Joint 6 1 4.00 0.00 T08 584.1670 584.1670 -152.0350 -154.5860 Joint 1 Joint 6 1 4.00 0.00 T09 584.1670 584.1670 -150.2360 -156.3840 Joint 1 Joint 6 egf 1 4.00 0.00 T10 584.1670 584.1670 -147.7360 -175.8280 rill-4-441 Joint 1 Joint 6 1 4.00 0.00 T11 584.1670 584.1670 -144.5350 -195.3930 ® III Joint 1 Joint 3 4.00 0.00 T12 12 105.8330 105.8330 - -21.4260 -34.1250 ® Joint 1 Joint 4 3.00 0.00 T13 13 1629.7800 1925.2180 -471.5600 -643.3390 Joint 1 Joint 4 ® 3 3.00 0.00 T14 364.1670 364.1670 -97.8900 -129.9770 Joint 1 Joint 20 Joint 21 Joint 22 Joint 23 1 3.00 0.00 T15 126.0540 0.5040 117.6770 168.4280 158.2080 -10.8440 -11.0850 -23.1020 -47.7560 -44.2180 DATE05/28/15 PAGE 4 BUILDING COMPNENT SUPPLY ORDER#7103 B C S 4627 J.P. HALL BLVD GREEN COVE SPRINGS, FL 32043 e..: :•.t: :. 904-297-9390 Toll Brothers JOB NAME:The Catalina LOT# 167 SUBDIV:Atlantic Beach Country g MODEL: TAG:Coastal JOB CATEGORY: T ° Reaction Summary ROOF TRUSSES PROFILE IOTYI PITCH I TRUSS I I REACTIONS Joint MaxGravity PLY ID Max Uplift Joint 1 Joint 10 7 3.00 0.00 T16 1125.8490 1 992.4840 _ -252.1020 -250.7580 Joint 15 1 6.00 0.00 117 1928.4910 2053.4090 -1162.6090 -1398.3750 Joint 14 Joint 27 Joint 31 1 6.00 0.00 T18 Joint 1324.6340 3300.0120 486.4430 -599.6690 -75.9030 -1302.2040 Joint 13 Joint 25 Joint 28 1 6.00 0.00 719 1009.1600 2583.2870 111.0710 -264.5910 -746.0880 -231.9180 Joint 15 Joint 27 Joint 31 1 6.00 0.00 T20 1032.0280 2514.0210 109.8200 -272.9820 -740.8790 -203.9520 Joint 13 Joint Joint 30 1 6.00 0.00 721 1258.1610 1999 6.3860 112.2540 -319.7550 -568.4900 -230.7440 Joint 11 Joint 24 Joint 27 1 6.00 0.00 T22 1236.0110 1690.3340 75.4780 -325.0330 -455.1460 -50.4150 Joint 9 Joint 17 Joint 21 EISISINESI 1 6.00 0.00 123 559.3910 1826.3690 601.2870 -134.4680 -454.5950 -126.1680 Joint 9 Joint 19 Joint 22 1 6.00 0.00 T24 564.6590 1762.5930 629.8850 -151.0740 -424.8260 -158.0660 Joint 10 Joint 20 Joint 24 1 6.00 0.00 T25 608.4120 1651.5670 636.4980 -153.6120 -408.6370 -171.7160 1/, 1 Joint 15 Joint 16 3 Ply 3.00 0.00 T26 964.3000 7040.3010 -77.9730 -1395.8100 ! Joint 9 Joint 13 Joint 15 1 6.00 0.00 T27 865.7010 1045.9590 204.9030 -255.6450 -415.9670 -121.7610 1 15E61 Joint 6 Joint 11 1 3.00 0.00 T28 879.6160 800.1430 -293.1030 -147.8120 Joint 1 Joint 8 Joint 13 4 3.00 0.00 T29 186.0390 904.4160 1069.7780 -45.8340 -271.1730 -405.9200 Joint 1 Joint 8 Joint 14 1 3.00 0.00 T30 148.8050 887.2380 1125.9660 -43.0180 -265.3940 -419.8310 Joint 1 Joint 8 Joint 13 1 3.00 0.00 T31 254.1880 832.5500 1099.6300 -97.9580 -238.2690 -450.8310 Joint 1 Joint 4 8 3.00 0.00 T32 470.8340 470.8340 -294.4510 -334.0440 DATE05/28/15 PAGE 5 BUILDING COMPNENT SUPPLY ORDER#7103 B C S 4627 J.P. HALL BLVD GREEN COVE SPRINGS, FL 32043 emLcxG CDMPCuEuT SUPPLY,NC. 904-297-9390 • Toll Brothers JOB NAME:The Catalina LOT# 167 SUBDIV:Atlantic Beach Country i s MODEL: TAG:Coastal JOB CATEGORY: D Reaction Summary ROOF TRUSSES I PROFILE I OTYI PITCH TRUSS I I Joint Number I l Max Gravit y PLY I ID REACTIONS Max Uplift ' Joint 1 Joint 9 Joint 10 Joint 11 Joint 12 1 3.00 0.00 T33 115.4020 39.6280 107.8150 108.3770 101.4750 -8.3060 -16.1040 -34.3310 -38.4170 -35.6970 Joint 1 Joint 22 elgatIN 1 6.00 0.00 734 857.7730 857.7740 -596.3040 -596.3040 Joint 1 Joint 7 ® 2 6.00 0.00 T35 751.6670 751.6670 -197.2700 -197.2700 Joint 1 Joint 7 ® 1 6.00 0.00 T36 770.0000 770.0000 -202.0810 -202.0810 Joint 7 Joint 11 1 6.00 0.00 T37 788.3330 788.3330 -205.8100 -207.9750 Joint 1 Joint 4 Joint 5 4I- 1 6.00 0.00 138 115.4960 31.8750 87.1180 -31.7130 -23.1630 -68.1850 ® Joint 1 Joint 4 1 6.00 0.00 139 618.7480 400.5310 -142.3950 -132.4210 Joint 1 Joint 9 * Y 1 6.00 0.00 T40 1597.4980 1346.8160 -579.2600 -390.9780 Joint 1 Joint 9 1 6.00 0.00 T41 1193.3330 1193.3330 -313.1820 -313.1820 Joint 1 Joint 9 1 6.00 0.00 142 1193.3330 1193.3330 -313.1820 -313.1820 Joint 1 Joint 9 ® 1 6.00 0.00 143 1193.3330 1193.3330 -313.1820 -313.1820 Joint 1 Joint 8 ® 1 6.00 0.00 T44 1193.3330 1193.3330 -313.1820 -313.1820 Joint 1 Joint 8 1 6.00 0.00 T45 1193.3330 1193.3330 -313.1820 -313.1820 Joint 1 Joint 9 ® 3 6.00 0.00 T46 1193.3330 1193.3330 -313.1820 -313.1820 1 Joint 1 Joint 9 2 Ply 6.00 0.00 T49 1352.4270 4112.9060 -364.7010 -1258.6170 Joint 1 Joint 8 2 6.00 0.00 T50 1123.3330 1123.3330 -293.4760 -296.1460 Joint 1 Joint 8 ® 1 6.00 0.00 T51 1123.3330 1123.3330 -293.4760 -296.1460 Joint 1 Joint 8 ® 1 6.00 0.00 T52 1123.3330 1123.3330 -293.4760 -296.1460 dIIIIIIIIIIIIIIIIIIMMIIIIIIIIIIIIIIIIIIIII DATE05/28/15 PAGE 6 BUILDING COMPNENT SUPPLY ORDER#7103 BCS 4627 J.P. HALL BLVD GREEN COVE SPRINGS, FL 32043 Bu LONG C714PCND,T SUPPLY,INC. 904-297-9390 Toll Brothers JOB NAME:The Catalina LOT# 167 SUBDIV:Atlantic Beach Country o^ n MODEL: TAG:Coastal JOB CATEGORY: D TO , Reaction Summary ROOF TRUSSES I PROFILE I QTYI PITCH I TRUSS I I REACTIONS Joint Number PLY I l ID Max Uplift Joint 6 Joint 10 1 0,00 0,00 T53 3098.8280 3098.5070 -986.9990 -986.9100 a��` 1 Joint 1 Joint 11 2 Ply 6.00 0.00 T54 1828.7500 3931.5850 -509.0570 -1191.6820 Joint 1 Joint 10 1 6.00 0.00 155 1340.8330 1340.8330 -348.5160 -355.2690 Joint 1 Joint 11 1 6.00 0.00 T56 1340.8330 1340.8330 -347.2690 -356.5160 1 Joint 1 Joint 10 2 Ply 6.00 0.00 T57 1673.9080 2000.2290 -487.9070 -662.3460 Joint 1 Joint 7 iiitsg 1 6.00 0.00 T58 707.5000 707.5000 -183.1240 -188.2330 ® Joint 1 Joint 4 1 6.00 0.00 T59 479.3820 506.4520 -101.9390 -174.5880 Joint 1 Joint 7 ® 5 6.00 0.00 T60 713.3330 713.3330 _ -187.20.90 -187.2090 Joint 1 Joint 18 aelgittki 1 6.00 0.00 T61 999.2660 999.8050 -360.2830 -360.0950 teE Joint 1 Joint 4 Joint 5 2 6.00 0.00 T62 145.7640 56.8750 96.2020 -48.4840 -41.3310 -41.0060 Joint 6 Joint 10 2 6.00 0.00 T63 661.9140 662.5020 -359.9350 -359.5950 Joint 2 Joint 3 Joint 4 2 5.54 0.00 T64 143.9310 102.9230 248.7200 -163.3450 -46.4800 -33.4690 Joint 2 Joint 3 Joint 4 2 5.54 0.00 T64A 147.7430 105.6430 252.9730 -165.6170 -46.3740 -34.1730 C Joint 2 Joint 3 Joint 4 4 5.54 0.00 T65 139.3570 95.5520 198.6060 -102.2950 -2.8840 lC - Joint 2 Joint 3 Joint 4 2 6.00 0.00 T66 41.0410 78.7840 321.4920 -19.2610 -133.5470 Joint 2 Joint 3 Joint 4 2 6.00 0.00 T66A 141.9010 95.7920 198.9170 -106.7060 -4.5000 C Joint 2 Joint 3 Joint 4 2 6.00 0.00 T67 123.4780 82.6040 171.2400 -94.9170 -6.4340 lC Joint 2 Joint 3 Joint 4 2 6.00 0.00 T67A 125A370 84.0090 174.1870 -96.1690 -6.2170 DATE05/28/15 PAGE 7 BUILDING COMPNENT SUPPLY ORDER#7103 BCS 4627 J.P. HALL BLVD GREEN COVE SPRINGS, FL 32043 euI.OIkG CCUPQNENT SUPPLY,KC. 904-297-9390 s Toll Brothers JOB NAME:The Catalina LOT# 167 SUBDIV:Atlantic Beach Country MODEL: TAG:Coastal JOB CATEGORY: D Reaction Summary ROOF TRUSSES PROFILE I QTY PITCH TRUSS Joint Number PLY I ID I REACTIONS max Uplift Joint 2 Joint 3 Joint 4 2 6.00 0.00 T68 41.6750 77.8270 316.3760 -18.1960 -131.5220 Joint 2 Joint 3 Joint 4 2 6.00 0.00 T68A 41.3900 78.2620 318.6970 -18.6780 -132.4410 FLOOR TRUSSES FLOOR ' ! I QTY DEPTH Joint Number PROFILE PLY ID I REACTIONS Max Gravity Max Uplift ® 01-04-00 Joint 16 Joint 17 Joint 18 Joint 19 Joint 20 1 F01 70.6190 193.1140 150.6470 162.0930 160.6910 01-04-00 Joint 10 Joint 20 7 F02 1051.2490 1051.2490 ® 01-04-00 Joint 9 Joint 18 1 F03 943.4880 937.2620 6=210=1 01-04-00 Joint 8 Joint 15 1 F04 823.4840 817.2630 ® 01-04-00 Joint 7 Joint 14 1 F05 717.6250 711.4070 ® 01-04-00 Joint 18 Joint 19 Joint 20 Joint 21 Joint 22 1 F06 50.7380 163.2090 159.7510 160.0650 159.9800 01-04-00 Joint 12 Joint 24 6 F07 1216.2500 1216.2500 ® 01-04-00 Joint 13 Joint 26 1 F08 1316.2590 1322.4910 1 ® 01-04-00 Joint 14 Joint 24 Joint 29 1 F09 947.9510 1736.0510 337.6560 -62.2740 01-04-00 Joint 16 Joint 26 Joint 31 1 F10 904.1230 1936.8080 430.0060 -43.0260 01-04-00 Joint 15 Joint 25 Joint 30 2 F11 964.1940 1763.2300 471.7060 01-04-00 Joint 14 Joint 22 Joint 27 3 F12 771.6520 1504.8290 486.3100 ,�- � 01-04-00 Joint 6 Joint 11• 1 F13 516.2720 522.4780 01-04-00 Joint 9 Joint 16 ® 1 F17 , 822.4860 816.2640 BUILDING COMPNENT SUPPLY DER#7103 B I1S DATE 05/28/15 PAGE 8 OR 4627 J.P. HALL BLVD GREEN COVE SPRINGS, FL 32043 BuxcIN3 COMPONENT=uavlr,Inc. 904-297-9390 s Toll Brothers JOB NAME:The Catalina LOT# 167 SUBDIV:Atlantic Beach Country o L MODEL: TAG:Coastal JOB CATEGORY: D T , �o Reaction Summary FLOOR TRUSSES FLOOR DEPTH I REACTIONS Joint Number l PROFILE I PLY ID l Max Gravity Max Uplift .11MINItiftiIIt 01-04-00 'Joint 10 Joint 11 Joint 12 Joint 13 Joint 14 1 F18 2.8670 131.3500 165.6720 158.6550 159.9180 �, � 01-04-00 Joint 5 Joint 10 - 1 F19 418.7500 418.7500 ® 01-04-00 Joint 12 Joint 22 7 F20 1176.2400 1170.0100 ® 01-04-00 Joint 13 Joint 23 1 F20A 1513.2860 1192.9640 ITEMS QTY I ITEM TYPE I SIZE I LENGTH PART NUMBER I NOTES I 3 t SS-LMATL FB01-1 3/4"x 16"(2.0E 22-00-00 _ 2 SS-LMATL FB02-1 3/4"x 16"(2.0E 08-00-00 43 Hanger JUS24 1 h 5 Hanger THD26 4 Hanger THD26-2 2 Hanger THD28 14 Hanger THD46 I I 1 Hanger THDH26-3 I 1 Hanger THDH28-3 I I ID BoiseCascade Triple 1-3/4" x 16" VERSA-LAM® 2.0 2800 DF Floor BeamIFB01 Dry I 1 span I No cantilevers 1 0/12 slope Friday, May 22,2015 BC CALC®Design Report Build 3272 File Name: FB01 Job Name: _ Description: Designs1FB01 Address: 7 Specifier: City,State,Zip: , Y�W r i Designer Customer: Company: Code reports: ESR-1040 Misc: W► A C V n s o t 1 1 1 I 1 1 21-11-04 1 BO B1 Total Horizontal Product Length=21-11-04 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 4,964/0 2,691 /0 B1, 3-1/2" 4,596/0 2,507/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 21-11-04 40 10 00-03-00 2 F20 Conc. Pt. (Ibs) L 00-07-08 00-07-08 784 392 n/a 3 F20 Conc. Pt.(Ibs) L 02-07-08 02-07-08 784 392 n/a 4 F20 Conc. Pt. (Ibs) L 04-07-08 04-07-08 784 392 n/a 5 F20 Conc. Pt.(Ibs) L 06-07-08 06-07-08 784 392 n/a 6 F20 Conc. Pt. (Ibs) L 08-07-08 08-07-08 784 392 n/a 7 F20 Conc. Pt. (Ibs) L 10-07-08 10-07-08 784 392 n/a 8 F20 Conc. Pt.(Ibs) L 12-07-08 12-07-08 784 392 n/a 9 F20A Conc. Pt.(Ibs) L 14-07-08 14-07-08 1,009 504 n/a 10 FG04 Conc. Pt.(Ibs) L 16-08-00 16-08-00 2,844 1,422 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 42,783 ft-lbs 84.5% 100% 1 12-07-08 End Shear 7,048 lbs 44.2% 100% 1 01-07-08 Total Load Defl. U259(0.995") 92.6% n/a 1 11-01-08 Live Load Defl. U399(0.646") 90.2% n/a 2 11-01-08 Max Defl. 0.995" 99.5% n/a 1 11-01-08 Span/Depth 16.1 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 7,655 lbs n/a 83.3% Unspecified B1 Post 3-1/2"x 3-1/2" 7,104 lbs n/a 77.3% Unspecified Cautions Member is not fully supported at post B0. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 2 f t BolesCascade Triple 1-3/4" x 16" VERSA-LAM® 2.0 2800 DF Floor Beam1FB01 Dry I 1 span I No cantilevers 1 0/12 slope Friday, May 22,2015 BC CALC®Design Report Build 3272 File Name: FB01 Job Name: Description: Designs1FB01 Address: Specifier: • City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure ' b--• --d Completeness and accuracy of input must a — ��a be verified by anyone who would rely on 1 • • • L output as evidence of suitability for c ��4 particular application.Output here based c q% on building code-accepted design L ��/ properties and analysis methods. • • 0 7 A. Installation of BOISE engineered wood e j�� products must be in accordance with I current Installation Guide and applicable building codes.To obtain Installation Guide a minimum =2" C= 11" or ask questions,please call b minimum=3" d=24" (800)232-0788 ALC®,BC FRAMER®stAJSt on.tnlnBC e minimum=3" ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAM^",SIMPLE FRAMING Connection design assumes point load is top-loaded. For connection design of side-loaded SYSTEM®,VERSA-LAM®,VERSA-RIM point loads, please consult a technical representative or professional of Record. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Nailing schedule applies to both sides of the member. trademarks of Boise Cascade Wood Member has no side loads. Products L.L.C. Connectors are: 16d Sinker Nails Page 2 of 2 •— r, It Boise Cascade Double 1-3/4" x 16" VERSA-LAM® 2.0 2800 DF Floor Beam1FB02 — Dry I 1 span I No cantilevers 1 0/12 slope Friday, May 22, 2015 BC CALC®Design Report Build 3272 File Name: FB02 Job Name: Description: Designs\FB02 Address: ' Specifier: City, State,Zip: , `` _ _ 8:. _ j Designer: Customer: Company: Code reports: ESR-1040 Misc: V I 06-07-00 IP BO B1 Total Horizontal Product Length=06-07-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0,3-1/2" 33/0 970/0 914/0 B1,3-1/2" 33/0 1,049/0 993/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 06-07-00 40 10 00-03-00 2 T23 Conc. Pt. (Ibs) L 01-06-00 01-06-00 294 294 n/a 3 T24 Conc. Pt. (lbs) L 03-06-00 03-06-00 315 315 n/a 4 T25 Conc. Pt. (lbs) L 05-06-00 05-06-00 318 318 n/a 5 T63 Conc. Pt. (Ibs) L 02-06-00 02-06-00 330 330 n/a 6 T63 Conc. Pt. (Ibs) L 04-01-00 04-01-00 330 330 n/a 7 T65 Conc. Pt. (Ibs) L 00-06-00 00-06-00 160 160 n/a 8 T65 Conc. Pt. (lbs) L 06-01-00 06-01-00 160 160 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 3,262 ft-lbs 7.7% 125% 2 03-06-00 End Shear 1,531 lbs 11.5% 125% 2 01-07-08 Total Load Defl. U999(0.009") n/a n/a 2 03-03-00 Live Load Defl. U999(0.004") n/a n/a 5 03-03-00 Max Defl. 0.009" n/a n/a 2 03-03-00 Span/Depth 4.6 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 1,884 lbs n/a 20.5% Unspecified B1 Post 3-1/2"x 3-1/2" 2,041 lbs n/a 22.2% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 2 ®Bolse Cascade Double 1-3/4" x 16" VERSA-LAM® 2.0 2800 DF Floor Beam1FBO2 Dry I 1 span I No cantilevers 1 0/12 slope Friday, May 22,2015 BC CALC®Design Report Build 3272 File Name: FB02 Job Name: Description: Designs\FB02 Address: Specifier: City, State, Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure b r d— Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for 1 • I • • pq particular application.Output here based c � on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood • Y • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" C= 12" (800)232-0788 before installation.\n\nBC b minimum=3" d=24" CALC®,BC FRAMERS,AJSTM', ALLJOIST®,BC RIM BOARDTM,BCI®, Connection design assumes point load is top-loaded. For connection design of side-loaded BOISE GLULAMTM,SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEMS,VERSA-LAMS,VERSA-RIM Member has no side loads. PLUS ,VERSA-RIMS, Connectors are: 16d Sinker Nails VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 s-T1 , BCS rol BUILDING COMPONENT SUPPLY, INC. ® 4627 JP HALL BLVD. SUITE 208 GREEN COVE SPRINGS, FL 32043 ..0 0: 904.297.9390 • sc-s F: 904.529. 1 406 ■ BEARING HEIGHTS A„m I 101- 1 1 /811 .-0000 8 3.Om a ///// 1 21- 1 1 /8 .ill fi 1 , SI - 1 1 ” Iii 1 ®i I I 11 '21 Alli==.11 I"`" I'vs. THIS IS A TRUSS PLACEMENT I ' "'° DIAGRAM ONLY. -_ 1 s These trusses are designed as '° I-1 s individual building components to be mwm,Illlll __� ,_ I, � incorporated into the building design at Ncii i: the specification of the building �ami i Ili r __i_ `° designer. See individual design sheets �> L ! � . . _ I •• $ for each truss design identified on the ' " gi=ii� -!�._._ "I $ I �! placement drawing. The building • t �ili � designer is responsible for temporary rY *Mani and permanent bracing of the roof and R TwrosTOer �! floor system and for the overall FOYER - ���1. structure.The design of the truss 1 111�� - au cnrrxEr it $ support structure including headers, ' al�r — 1 •1 beams,walls,and columns is the it I ;// I b responsibility of the building designer. ` For general guidance regarding Eta !!�!il�I��i� .i ImoIill c bracing,consult"Bracing of Wood Trusses"I�; ll ! Trusses"available from the Truss Plate �� _-1_�l III Institute, 583 D'Onifrio Drive; Madison, 1.1d111""I HHIIIIHi`I 011 s WI 53179. .! ATTENTION. '�° `� — --i IIVIMINIO Refer to truss layout and engineering documents that arrive with delivered field trusses. "°' "'° '°"' "°°°° Unless noted otherwise, all beams are Products oo,Truss Connector .t by others. PlotID Length Product Phes Netaty Manor P••uct • - —F-8-01 21-11.04 1 3/4'x 16'LVL 3 3 US P -JLTs 1 TOLL F802 06.07.00 13!4'x16'LVL 2 2 USP THD28-2 4 CLIENT USP THD46 14 BROTHERS USP THDH20-3 1 USP THDH28-3 1 SUBDIVISION ATLANTIC BEACH AMBASSADOR MODEL CATALINA ELEVATION COASTAL. LOT # DRAWN BY RAS DATE FIRST FLOOR LAYOUT 167 05/22/201 5 SCALE: NTS REF# 7 1 ❑3 6111. 5,301. c+m ra w liillIlilllIIII il �I i i, - g ra ra ra , , , 1 r r 11W4 gg s rn ��r 4 t 'e rE o iimi I mi .,iini NI MEE S� oonvemowu•_ ■■ _ _ .. _ .1 II;\ra .c....s 44-- t. 0 A ■M.■©i 6 ML _{ h 6� Roof Inns Connector Ust *EC {Amur Product Qty USP J1.1524 31 A 11 11. USA TH026 5 USP TH026 2 1 SECOND FLOOR LAYOUT SCALE: NTS Building Component Supply, Inc. BCS4627 J.P. Hall Blvd. Suite 208 Green Cove Springs, FL 32043 d�"'"`' BOI-Clef I.OMPOVEVT SJPPLY,IKC. Tel: (904) 297-9390 Re : 7103 Date: 05/27/15 Site Information: Project Customer: Toll Brothers Model Name :The Catalina Lot/Block: 167 Subdivision :Atlantic Beach Country Club Elevation :Coastal Site Address: 616 Timber Bridge Lane Atlantic Beach St: FL Zip: Name Address and License # of Structural Engineer of Record, If there is one, for this building. Name: Lou Pontigo&Assoc. - Lou Pontigo P.E. License#: 53311 Address: 420 Osceola Avenue , Jacksonville Beach, FL 32250 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TPI2007 Design Program: 7.62 Apr 30 2015 Roof Load: 40.0 psf Floor Load: 60.0 psf Wind Code: MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Wind Speed: 130 mph This package includes 127 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Date Truss ID# Seal# No Date Truss ID# Seal# No. Date Truss ID# Seal# 1 05/26/15 EJ02 A0030148 20 05/26/15 EJO8E A0030167 39 05/26/15 F14 A0030186 2 05/26/15 EJO2A A0030149 21 05/26/15 EJO8F A0030168 40 05/26/15 F15 A0030187 3 05/26/15 EJO2B A0030150 22 05/26/15 EJO8G A0030169 41 05/26/15 F16 A0030188 4 05/26/15 EJO2C A0030151 23 05/26/15 EJ27 A0030170 42 05/26/15 F17 A0030189 5 05/26/15 EJO2D A0030152 24 05/26/15 EJ27A A0030171 43 05/26/15 F18 A0030190 6 05/26/15 EJ03 A0030153 25 05/26/15 EJ27B A0030172 44 05/26/15 F19 A0030191 7 05/26/15 EJO3A A0030154 26 05/26/15 F01 A0030173 45 05/26/15 F20 A0030192 8 05/26/15 EJ04 A0030155 27 05/26/15 F02 A0030174 46 05/26/15 F20A A0030193 9 05/26/15 EJO4A A0030156 28 05/26/15 F03 A0030175 47 05/26/15 F21 A0030194 10 05/26/15 EJO4B A0030157 29 05/26/15 F04 A0030176 48 05/26/15 F22 A0030195 11 05/26/15 EJ07 A0030158 30 05/26/15 F05 A0030177 49 05/26/15 FG01 A0030196 12 05/26/15 EJO7A A0030159 31 05/26/15 F06 A0030178 50 05/26/15 FG02 A0030197 13 05/26/15 EJO7B A0030160 32 05/26/15 F07 A0030179 51 05/26/15 FG03 A0030198 14 05/26/15 EJO7C A0030161 33 05/26/15 F08 A0030180 52 05/26/15 FG04 A0030199 15 05/26/15 EJ08 A0030162 34 05/26/15 F09 A0030181 53 05/26/15 HJO1 A0030200 16 05/26/15 EJO8A A0030163 35 05/26/15 F10 A0030182 54 05/26/15 HJO1A A0030201 17 05/26/15 EJO8B A0030164 36 05/26/15 F11 A0030183 55 05/26/15 HJO2 A0030202 18 05/26/15 EJO8C A0030165 37 05/26/15 F12 A0030184 56 05/26/15 HJO2A A0030203 19 05/26/15 EJO8D A0030166 33 05/26/15 F13 A0030185 57 05/26/15 HJO3 A0030204 The truss drawing(s)referenced above have been prepared by MiTek Truss Design Engineer's Name:Julius Lee,PE Industries, Inc.under my direct supervision based on the parameters My license renewal date for the state of Florida is February 28,2017. provided by Building Component Suppy, Inc.in Green Cove Springs,FL. \\\��11tt11�j/7/7 Note:The seal on these drawings indicate acceptance of \\\ vs S,/� iii professional engineering responsibility solely for the truss \� \��\ "• • �i-• components shown.The suitability and use of this component .. . ��CENSF for any particular building is the responsiblity of the building ; * '*' desinger.per ANSI/TPI-1 Section 2. 5/27/2015. t 34869 STATE OF �� i .FLORION.••' c.9 N ///'iSVGNAL -?\\\ '//1111111k\\� 1109 COASTAL BAY Page 1 of 3 BOYNTON BC, FL 33435 Building Component Supply, Inc. B C S 4627 J.P. Hall Blvd. Suite 208 Green Cove Springs, FL 32043 E. __, ,,,, e_: Tel: (904) 297-9390 Re : 7103 Date: 05/27/15 Site Information: Project Customer: Toll Brothers Model Name :The Catalina Lot/Block: 167 Subdivision :Atlantic Beach Country Club Elevation :Coastal Site Address: 616 Timber Bridge Lane Atlantic Beach St: FL Zip: Name Address and License # of Structural Engineer of Record, If there is one, for this building. Name: Lou Pontigo &Assoc. - Lou Pontigo P.E. License#: 53311 Address: 420 Osceola Avenue , Jacksonville Beach, FL 32250 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TPI2007 Design Program: 7.62 Apr 30 2015 Roof Load: 40.0 psf Floor Load: 60.0 psf Wind Code: MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Wind Speed: 130 mph This package includes 127 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. Date Truss ID# Seal# 1 No. Date Truss ID# Seal# No. Date Truss iD# Seal# 58 05/26/15 TO1 A0030205 77 05/26/15 T20 A0030224 96 05/26/15 T39 A0030243 59 05/26/15 T02 A0030206 78 05/26/15 T21 A0030225 97 05/26/15 T40 A0030244 60 05/26/15 103 A0030207 79 05/26/15 T22 A0030226 98 05/26/15 T41 A0030245 61 05/26/15 T04 A0030208 80 05/26/15 T23 A0030227 99 05/26/15 T42 A0030246 62 05/26/15 TO5 A0030209 81 05/26/15 T24 A0030228 100 05/26/15 T43 A0030247 63 05/26/15 T06 A0030210 82 05/26/15 T25 A0030229 101 05/26/15 T44 A0030248 64 05/26/15 T07 A0030211 83 05/26/15 T26 A0030230 102 05/26/15 T45 A0030249 65 05/26/15 T08 A0030212 84 05/26/15 T27 A0030231 103 05/26/15 T46 A0030250 66 05/26/15 TO9 A0030213 85 05/26/15 T28 A0030232 104 05/26/15 T49 A0030251 67 05/26/15 T10 A0030214 86 05/26/15 T29 A0030233 105 05/26/15 T50 A0030252 68 05/26/15 T11 A0030215 87 05/26/15 T30 A0030234 106 05/26/15 T51 A0030253 69 05/26/15 T12 A0030216 88 05/26/15 T31 A0030235 107 05/26/15 T52 A0030254 70 05/26/15 T13 A0030217 89 05/26/15 T32 A0030236 - 108 05/26/15 T53 A0030255 71 05/26/15 T14 A0030218 90 05/26/15 T33 A0030237 109 05/26/15 T54 A0030256 72 05/26/15 T15 A0030219 91 05/26/15 T34 A0030238 110 05/26/15 T55 A0030257 73 05/26/15 T16 A0030220 92 05/26/15 T35 A0030239 111 05/26/15 T56 A0030258 74 05/26/15 T17 A0030221 93 05/26/15 T36 A0030240 112 05/26/15 T57 A0030259 75 05/26/15 T18 A0030222 94 05/26/15 T37 A0030241 113 05/26/15 T58 A0030260 76 05/26/15 T19 A0030223 95 05/26/15 T38 A0030242 114 05/26/15 T59 A0030261 The truss drawing(s)referenced above have been prepared by MiTek Truss Design Engineer's Name:Julius Lee, PE Industries, Inc.under my direct supervision based on the parameters provided by Building Component Su Inc. in Green Cove Springs,FL. My license renewal date for the state of Florida is February 28,2017. P Y 9 P Suppy, \�0 111111///// • Note:The seal on these drawings indicate acceptance of \\\\ \3S S.k //1// professional engineering responsibility solely for the truss 5/27/2015 Jam•.•'' • components shown.The suitability and use of this component • �tCENSF •'�c•\ for any particular building is the responsiblity of the building - * 34869 . desinger,per ANSUTPI-1 Section 2. _ I r' _73 • Lu— STATE OF .• . .�� •'•.FCORIDP (jam N /////,p/ I NA — �\ 1109 COASTAL BAY Page 2 of 3 BOYNTON BC, FL 3 3 4 3 5 Building Component Supply, Inc. BCS 4627 J.P. Hall Blvd. Suite 208 Green Cove Springs, FL 32043 BIP DIN;COMPONENT 57PPET.k:. Tel: (904) 297-9390 Re : 7103 Date: 05/27/15 Site Information: Project Customer:Toll Brothers Model Name :The Catalina Lot/Block: 167 Subdivision :Atlantic Beach Country Club Elevation :Coastal Site Address: 616 Timber Bridge Lane Atlantic Beach St: FL Zip: Name Address and License #of Structural Engineer of Record, If there is one, for this building. Name: Lou Pontigo&Assoc. -Lou Pontigo P.E. License#: 53311 Address: 420 Osceola Avenue , Jacksonville Beach, FL 32250 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010!TP12007 Design Program: 7.62 Apr 30 2015 Roof Load: 40.0 psf Floor Load: 60.0 psf Wind Code: MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Wind Speed: 130 mph This package includes 127 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Date Truss ID# Seal# 115 05/26/15 T60 A0030262 116 05/26/15 T61 A0030263 117 05/26/15 T62 A0030264 118 05/26/15 T63 A0030265 119 05/26/15 T64 A0030266 120 05/26/15 T64A A0030267 121 05/26/15 T65 A0030268 122 05/26/15 T66 A0030269 123 05/26/15 T66A A0030270 124 05/26/15 T67 A0030271 125 05/26/15 T67A A0030272 126 05/26/15 T68 A0030273 127 05/26/15 T68A A0030274 The truss drawing(s)referenced above have been prepared by MiTek Truss Design Engineer's Name:Julius Lee,PE Industries,Inc.under my direct supervision based on the parameters My license renewal date for the state of Florida is February 28,2017. provided by Building Component Suppy,Inc.in Green Cove Springs,FL. Note:The seal on these drawings indicate acceptance of Digitally signed by Julius S professional engineering responsibility solely for the truss \\\" 3 I S.k Lee '',�, components shown.The suitability and use of this component \)\ ��CENS ' F for any particular building is the responsiblity of the building _* *% DIN c=US, st=Florida, desinger,per ANSI/TPI-1 Section 2. = 9 D UMA�fA /J11 ce I=Boynton Beach, o=Julius .� STATE OF ;',�; Lee, cn=Julius Lee, •'•.FCORIOP•''• U'\� email=leeengr @aol.com 1109 COASTAL BAY Date: 2015.05.27 09:10:25 BOYNTON BEACH,FL 33435 -04'00' Page 3 of 3 --- _ - - - -- Job Truss Truss Type Ot Ply A0030005 7103 FO1 GABLE 1 1 1 Job Reference(optional) Buidng Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 08:38:11 2015 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-RmHM1 DIH9j3M5Uy4Bj9x6IuAs79JgVp5mb8fOYZCMPA s � 0-1c13 Scale=1:29.0 3x4= 3x6 FP-- 1 2 3 4 5 6 7 8 9 10 11 12 72 14 15 iwe•_■�■•s.�• u ■� ■ ■■■ 321 4 1:", 1 '1 '1 ST1 1 5T1 ST1 T1 ^'1 1 S71 ST1 : 1 .v 1 - _ I__H_____132 r■ • 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 = 3x4 3x6 FP= 3x4 - 1 10-1-2 1-6-12 2-10-12_ 4-2-12 5-6-12 6-10-12 8-2-12 9-6-12 10-10-12 12-2-12 13-6-12 14-10-12 16-2-12 17-10-8 1-6-12 l 1-4-0 l 1-4-0 I 1-4-0 I 1-4-0 1-4-0 I 1-4-0 l 1-4-0 l 1-4-0 1-4-0 1-4-0 1-4-0 1-7-12 - Plate Offsets(X,Y)- [29:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 16 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:81 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. (lb/size) 30=66/17-10-8 (min.0-1-8),16=71/17-10-8 (min.0-1-8),29=185/17-10-8 (min.0-1-8),28=153/17-10-8 (min.0-1-8),27=162/17-10-8 (min.0-1-8), 26=160/17-10-8 (min.0-1-8),24=160/17-10-8 (min.0-1-8),23=160/17-10-8 (min.0-1-8),22=160/17-10-8 (min.0-1-8),21=161/17-10-8 (min.0-1-8), 20=161/17-10-8 (min.0-1-8),19=162/17-10-8 (min.0-1-8),18=151/17-10-8 (min.0-1-8),17=193/17-10-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 30-31=-55/0,1-31=-55/0,16-32=-58/0,15-32=-58/0,1-2=-3/0,2-3=-3/0,3-4=-3/0,4-5=-3/0,5-6=-3/0,6-7=-3/0,7-8=-3/0, 8-9=-3/0,9-10=-3/0,10-11=-3/0,11-12=-3/0,12-13=-3/0,13-14=-3/0,14-15=-3/0 BOT CHORD 29-30=0/3,28-29=0/3,27-28=0/3,26-27=0/3,25-26=0/3,24-25=0/3,23-24=0/3,22-23=0/3,21-22=0/3,20-21=0/3, 19-20=0/3,18-19=0/3,17-18=0/3,16-17=0/3 WEBS 2-29=-154/0,3-28=-128/0,4-27=-135/0,5-26=-133/0,6-24=-133/0,7-23=-133/0,8-22=-133/0,9-21=-135/0,11-20=-134/0, 12-19=-135/0,13-18=-126/0,14-17=-160/0,1-29=0/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard i Olv Truss Truss Type-- Qty -- Ply Industries,Inc.Wed May 27 08:36:12 2015 Page 7103 F02 Floor Run:7.62 17 1 Job Reference(optional) COmpo1fe1118uPPIy Cove 0 s Apr K 2015 Print Qya s Apr -ZrkE rnw 1 BDje Y ID:yc?mdMyC KngCphmlS?OyazEeSX-vzrkEZmvwlBDjeXGIOgAeyOB1XGJZoL i FuCyOzCM�9 0-1-8 2-0-0 - --- 0-1,8 H I-11-34 Scale=1:29.6 4x8= 4x6= 1.5x3— 3x8= 3x8= 3x6 FP= 3x6= 1.5x3= 1 2 3 4 5 8 7 2- 9 121 i1 �., 1 :„.: � 22 Ral 19 18 17 18 15 14 13 12 11 0- 4x8= 3x8 MT2OHS FP= 1.5x3 i 4x8= 0-5-8(0-1-8) 0-5-8(0-1-8) 1051#/0# 1051#/0# 10-1-2 8-11-0 10-0-0 10-1-2 7-10-8 { 8-10.8 0-0.-12 9-10-8 0.I _ 17-108 7-10-8 1-0-0 - .1.8 7-10-8 0-11-4 Plate Offsets(X,Y)— [1:Edge,0-1-8],[4:0-1-8,Edge],[9:0-1-8,Edge],[12:0-1-8,Edge],[18:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.23 >916 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(TL) -0.41 14-15 >519 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.08 10 n/a n/a BCDL 10.0 I Code FBC2010/TP12007 (Matrix) Weight:93 lb FT=20%F,11%E •LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, except BOT CHORD 2x4 SP No.2(flat)*Except* end verticals. B2:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 20=1051/0-5-8 (min.0-1-8),10=1051/0-5-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 20-21=-1042/0,1-21=-1041/0,10-22=-1042/0,9-22=-1041/0,1-2=-1071/0,2-3=-2630/0,3-4=-3526/0,4-5=-3826/0,5-6=-3524/0,6-7=-3524/0,7-8=-2630/0, 8-9=-1071/0 BOT CHORD 19-20=0/54,18-19=0/1998,17-18=0/3206,16-17=0/3206,15-16=0/3826,14-15=0/3826,13-14=0/3826,12-13=0/3208,11-12=0/1997,10-11=0/54 WEBS 1-19=0/1383,2-19=-1289/0,2-18=0/879,3-18=-801/0,3-16=0/533,4-16=-643/0,4-15=-146/221,9-11=0/1383,8.11=-1288/0,8-12=0/880,7-12=-804/0, 7-13=0/525,5-13=-639/0,5-14=-149/210 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 d A0030007 7103 1F03 Floor 1 1 Job Reference(option- Mang Component Soppy.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 08:38:12 2015 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-vzrkEZmvw1 BDjeXGIQgAeyQ C2XISZpGE1_FuCyOzC Mp9 0-1-8 1-5-11 H I 1-3-0 I i Scale=1:26.0 4x6= 1.5x3= 1.5 X 3 I I 4x8= 1 2 3 4 U 5 6 7 8 wee 011 I 419 I Nem i �4 �o \x II ea BF"1 1� 17 16 15 14 13 12 11 10 h. 4x6= 3x8 MT2OHS FP= 1.5x3 I I 4x8 0-5-6(0-1-8) 0-3-8(0-1-8) 937#/0# 943#/0# 10-1-2 10-1-2 7-10-8 18-7-6 1 9.4.3 j 15-11-11 7-10-8 0-8-14 0-8-14 6-7-8 _ Plate Offsets(X,Y)— [1:Edge,0-1-8],[4:0-1-8,Edge],[12:0-1-8,Edge] .. LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (lob) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.17 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.30 13-14 >635 240 MT2OHS 187/143 BCLL 0.0 1 Rep Stress Incr YES WB 0.60 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:84 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. B2:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP FORCES. (lb)- No.3(flat) REACTIONS. (lb/ TOP CHORD 18=937/0-5-8 (min.0-1-8),9=943/0-3-8 (min.0-1-8) Maximum Compression/Maximum Tension 18-19=-929/0,1-19=-928/0,8-9=-935/0,1-2=-942/0,2-3=-2266/0,3-4=-2925/0,4-5=-3032/0,5-6=-3032/0,6-7=-2251/0,7-8=-946/0 BOT CHORD 17-18=0/48,16-17=0/1749,15-16=0/2734,14-15=0/2734,13-14=0/3032,12-13=0/3032,11-12=0/2714,10-11=0/1755,9-10=0/0 WEBS 1-17=0/1215,2-17=-1122/0,2-16=0/720,3-16=-651/0,3-14=0/372,4-14=-374/102,4-13=-174/94,8-10=0/1259,7-10=-1126/0,7-11=0/689,6-11=-645/0, 6-12=0/626,5-12=-235/0 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. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A0030008 7103 F04 Floor Run:762 1 Job Reference(optional) 8utdiIg Component Sum Green Cove Springs,FL 0 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries.Inc. Wed May 27 08:38:12 2015 Page 1 ID:yc?mdtwzXKngCphnn5?QyazEeSX-vzrkEZmvw1BDjeXGIQgAeyQAjXKXZry rFuCyOzCMp9 0-1-8 1-11-11 H I 1-3-0 I Scale=1:22.9 4x8= 1.5x3= 3x4= 3x4= 3x4= 1.5x3 ! 4x8= 4x6 - 1 2 3 4 5 8 7 IN ra 'MI 16 L / PAN � W1 13 wA NM MY • larA Kral i ■ 14 13 12 11 1046= 9 3x4= 4x6= 3x4 3x4= 1.5x3 I! 4x6= 3x4 II 0-5-e(0-1-e) 0-3-8(0-1-8) 817#/0# 823#/0# 10-1-2 10-1-2 7-10-8 8-10-6 9-10-3 13-11-11 7-10-8 ____H__0.11-14 I 0-11-14 I 4-1-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[4:0-1-8,Edge],[10:0-1-8,Edge]__ __ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.19 11-12 >872 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(TL) -0.32 11-12 >522 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:73 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP SS(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=817/0-5-8 (min.0-1-8),8=823/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 15-16=-810/0,1-16=-809/0,7-8=-786/0,1-2=-805/0,2-3=-1884/0,3-4=-2289/0,4-5=-2133/0,5-6=-2133/0,6-7=-761/0 BOT CHORD 14-15=0/42,13-14=0/1484,12-13=0/2247,11-12=0/2133,10-11=0/2133,9-10=0/1502,8-9=0/0 WEBS 1-14=0/1038,2-14=-943/0,2-13=0/556,3-13=-505/0,3-12=-16/213,4-12=-113/328,4-11=-279/0,7-9=0/1013,6-9=-1030/0,6-10=01956,5-10=-373/0 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. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard IJo� Truss TrussType �Y Y A�3 7103 F05 S Run:7.620 s 30 Pmt: 1 1 ,Job Reference(optional) Building Component Supply,Green Cove Springs,FL Apr 7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 08:38:12 2015 Paaggee 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-vzrkEZmvw1 BDjeXGIQgAeyQAnXLOZsyk_FuCyOzCMp9 0-1-8 1-3-0 1-5-8 -- i Scale=1:19.8 1.5x3— 3x6= 1 2 3 4 5 6 T1 ilLai, zw■ riM w Mill 15 MI i 3 sm. mmAl610:461.: ....4 LA11 - _ 1 ■ 13 12 11 10 9 8 1.5x3 I I 1.5x3 I I 0-5-8(0-1-8) 0-3-8(0-1-8) 711#/0# 718#l0# 10-1-2 10-1-2 7-10-8 8-7-4 9-4-0 12-2-8 7-10-8 t 0-8-12 0-8-12 I 2-10-8 Plate Offsets(X,Y)-- [4:0-1-8,Edge].[5.0-1-8,Edge],[8:0-1 8,Edge],[13:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d r PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.14 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(TL) -0.23 10-11 >632 240 BCLL 0.0 Rep Stress Ina YES WB 0.43 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:65 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP SS(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=711/0-5-8 (min.0-1-8),7=718/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 14-15=-704/0,1-15=-703/0,6-7=-679/0,1-2=-686/0,2-3=-1545/0,3-4=-1736/0,4-5=-1468/0,5-6=-674/0 BOT CHORD 13-14=0/36,12-13=0/1255,11-12=0/1798,10-11=0/1468,9-10=0/1468,8-9=0/1468,7-8=0/0 WEBS 1-13=0/882,2-13=-79210,2-12=0/403,3-12=-352/0,3-11=-120/86,4-11=0/447,4-10=-368/0,6-8=0/897,5-8=-1079/0,5-9=0/431 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 .. ' ruse FUSS ype oe -ly A0030010 7103 F06 GABLE i Job Reference(optional) Bolding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27,08:38:13 2015 Page 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-N9P6SvnYhKJ4Lo6TJ8BPBAzWVxrplPKOpvdmUrzCM 18 0-11f8 0-1-8 Scale=1:32.9 3x4= 3x8 FP= 1 2 3 T 5 6 7 8 9 10 11 12 13 14 15 16 17 1:T' 1 S�1 1 1 ST1 �1 jI �1 `1 1 1 1 ini, 1 o II 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4= 3x4= 3x6 FP-- 3x4 10-1-2 1-6-12 , 2-10,12 I 4-2-12 I 5$12 I 6-10-12 I 8-2-12- I 9-6-12 110.10-12 I 12-2-12 I 13-6-12 1 14-10.12 I 16-2-12 I 17-8.12 118.10-12 . 20-2-4 1-6-12 1-4-0 1-4-0 1-4-0 1.40 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-3-8 - Plate Offsets(X,Y)-- [33:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 18 n/a n/a BCDL 10.0 Code FBC2010RPI2007 (Matrix) Weight 91 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. (lb/size) 34=66/20-2-4 (min.0-1-8),18=51/20-2-4 (min.0-1-8),33=186/20-2-4 (min.0-1-8),32=153/20-2-4 (min.0-1-8),31=162/20-2-4 (min.0-1-8), 30=159/20-2-4 (min.0-1-8),29=163/20-2-4 (min.0-1-8),28=163/20-2-4 (min.0-1-8),27=159/20-2-4 (min.0-1-8),26=160/20-2-4 (min.0-1-8), 24=160/20-2-4 (min.0-1-8),23=160/20-2-4 (min.0-1-8),22=160/20-2-4 (min.0-1-8),21=160/20-2-4 (min.0-1-8),20=160/20-2-4 (min.0-1-8), 19=163/20-2-4 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 34-35=-54/0,1-35=-54/0,18-36=-42/0,17-36=-42/0,1-2=-2/0,2-3=-2/0,3-4=-2/0,4-5=-2/0,5-6=-2/0,6-7=-2/0,7-8=-2/0, 8-9=-2/0,9-10=-2/0,10-11=-2/0,11-12=-2/0,12-13=-2/0,13-14=-2/0,14-15=-2/0,15-16=-2/0,16-17=-2/0 BOT CHORD 33-34=0/3,32-33=0/2,31-32=0/2,30-31=0/2,29-30=0/2,28-29=0/2,27-28=0/2,26-27=0/2,25-26=0/2,24-25=0/2, 23-24=0/2,22-23=0/2,21-22=0/2,20-21=0/2,19-20=0/2,18-19=0/2 WEBS 2-33=-154/0,3-32=-128/0,4-31=-135/0,5-30=-132/0,6-29=-136/0,8-28=-136/0,9-27=-133/0,10-26=-134/0,11-24=-133/0, 12-23=-133/0,13-22=-133/0,14-21=-133/0,15-20=-133/0,16-19=-135/0,1-33=-1/0 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 -_ (Truss Truss Type 1-13TY A0030011 7103 F07 FLOOR 6 1 Job Reference(optional)___ Budding Component Supply,Green Cove Spnngs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 Mffek Industries,Inc.Wed May 27 08:38:13 2015 Page 1 I D:yc?mdtwzXKngC ph m15?CyazEeSX-N9P6SvnYh KJ4Lo6TJ8B P BAz1Zxgml DoODvdm UrzC MF8 0-1-8 1-3-0 H . 2-0-0- 0-1-8 _{ Scale=1:34.2 3x4- 1.5103= 3x6 FP= 3x6= 3x4 II 1.5x3 ! 3x6= 3x4= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 444�1.. 26 4 25 wN\mr N lir w !. 1 T E4 23 22 21 20 19 18 17 16 15 14 13 E 3x4-- 1.5x3 3x6= 3x4-- 1.5x3 I 3x4 - 3x12 M18SHS FP 0-3-8(0-1-8) 0-3-8(0-1-8) 1216#10# 1216#/0# 10-1-2 10-3-12 11-4-8 10-1-2 9-3-0 - 10!33 20-7-8 to 9-3-0 0.1.8 �-12 i 93-0 0-11-4 1-0-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[11:0-1-8,Edge],[12:Edge,0-1-8],[13:0-2-8,Edge],[18 0-1-8,Edge],[23:0-2-8,Edg_e],[24:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) -0.38 18-19 >640 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(TL) -0.67 18-19 >364 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.10 12 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:109 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP SS(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 24=1216/0-3-8 (min.0-1-8),12=1216/0-3-8 (min.0-1-8) 1 FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 24-25=-1206/0,1-25=-1205/0,12-26=-1207/0,11-26=-1205/0,1-2=-1258/0,2-3=-3157/0,3-4=-4391/0,4-5=-4391/0, 5-6=-5103/0,6-7=-5103/0,7-8=-5103/0,8-9=-4391/0,9-10=-3157/0,10-11=-1258/0 BOT CHORD 23-24=0/62,22-23=0/2354,21-22=0/3905,20-21=0/4861,19-20=0/4861,18-19=0/5103,17-18=0/4859,16-17=0/4859, 15-16=0/3905,14-15=0/3905,13-14=0/2354,12-13=0/62 WEBS 1-23=0/1625,2-23=-1525/0,2-22=0/1117,3-22=-1040/0,3-21=0/677,5-21=-639/0,5-20=-86/134,5-19=-165/753, 6-19=-270/0,11-13=0/1625,10-13=-1524/0,10-14=0/1117,9-14=-1040/0,9-16=0/676,8-16=-637/0,8-17=-95/133, 8-18=-162/761,7-18=-278/0 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 4x6 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 0 Job Truss Truss Type Oty I Ply A0030012 7103 F08 FLOOR 1 1 Job Reference(optional' Bulling Component Supply,Green Cove Sprigs,FL Run:7 620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc. Wed May 27 08:38:13 2015 Paw 1 I D:yc?mdtwzX Kn gCphrm5?OyazEeSX-N9P6SvnYhKJ4Lo6TJ8BPBAZJPxdC IChODvdmUrzCMF8 0-7.1) 1-3-0 1 1-1.1-0 0-1-8 Scale=1:36.7 5x6 5x6= 3x4= 3x8= 1.5X3 I I 1.5x3 3x6 FP=3x4= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 T2 Q iTzwm ice. ��... -A w_j�1 27 il Hi 26 25 24 23 22 21 20 19 18 17 18 15 14 13 K. 3x4 3x12 M18SHS FP- 3x4 - 1.5x3 3x4= 1.5x3 I I 3x4= 5x6-- 0-3-8(0-1-8) 1.5x3 SP 0-3-8(0-1-8) 1322#/0# 1316#/0# 10-1-2 12-1-0 13-0-8 10-1-2 11-1-8 12-0-4 12-11-0 22-3-8 11-1-8 0-10-12-0-1o.o' 9-3-0 0.0-12 0-1-8 Plate Offsets(X,Y)- [1:Edge,0-1-8],[10:0-1-12,Edgel,[12:0-1-8,Edge],[13:Edge,0-1-8],[14:0-2-12,Edge],[16:0-1-12 Edge],[18:0-1-8,Edge],[19:0-1-8,Edge],[26:Edge 0 1-81_ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.49 19-20 >535 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(TL) -0.87 19-20 >306 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.13 13 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) 1 Weight:117 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP SS(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 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, Except: B2:2x4 SP SS(flat) 2-2-0 oc bracing:21-23. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 26=1322/0-3-8 (min.0-1-8),13=1316/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-26=-1322/0,13-27=-1307/0,12-27=-1305/0,1-2=-773/0,2-3=-3008/0,3-4=-4623/0,4-5=-5608/0,5-6=-5939/0, 6-7=-5939/0,7-8=-593910,8-9=-4917/0,9-10=-4917/0,10-11=-3476/0,11-12=-1371/0 BOT CHORD 25-26=-0/0,24-25=0/2019,23-24=0/3943,22-23=0/5248,21-22=0/5248,20-21=0/5956,19-20=0/5956,18-19=0/5939, 17-18=0/5473,16-17=0/5473,15-16=0/4330,14-15=0/2570,13-14=0/67 WEBS 12-14=0/1772,11-14=-1667/0,11-15=0/1260,10-15=-1187/0,10-16=0/817,8-16=-756/0,8-17=-133/78,8-18=-2/1003, 7-18=-370/0,1-25=0/1465,2-25=-1734/0,2-24=0/1375,3-24=-1301/0,3-23=0/945,4-23=-870/0,4-21=0/503,5-21=-472/0, 5-20=-43/169,5-19=-450/553,6-19=-226/80 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 4x6 MT20 unless otherwise indicated. 4)The Fabrication Tolerance at joint 22=11% 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type - - Qty Ply A0030013 7103 F09 FLOOR 1 1 I Job Reference(optional) Suiting Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries.Inc.Wed May 27 08:38:14 2015 P e 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-rLzUfFOASeRxzyhftriejNVW RL_N 1 iAXSZNJ ti 114zCMrp7 I-1 i� 1-5-12 0-1-8 Scale=1:39.9 84= 4x6-__ I 3x6= 3x8 FP= 4x6= 3x6 1.5x3 1.5x3 3x6= 1.5x3- 1 2 -- 2 2 7__T 4 5 6 7 8 9 T10 11 12 13 IP' ML Bat_1Ir■N'"Ir N. Ma 30 q 1- • .. 41116„,... NrialrAi!3_,..._ F lim 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 1.5x3 I I 1.5x3 I I 4x6-- 3x6 FP= 3x6 1.5x3 ' 4x8 0-3-8(0-1-8) 0-3-8(0-1-8) 4x6-- 0-5-8(0-1-8) 338#/-624 1736#/0# 948#/0# 10-1-2 10-1-2 15-0-0 10-1.2 2-10.8 3-7-24-3-12 7012 13-6.12 43-10 243-8 - I I - 2-10.8 b•8-10 2-9-0 { 6Fr0 14 9.30 0-8-10 0-8-14 Plate Offsets(X,Y)-- [2 0-1-8,Edge],[3:0-1-8,Edge],(4:0-2-4,Edge],[13:0-1-8,Edge],[19:0-1-8,Edge],[20:0 1 8,Edge],[29:Edge,0-1-8] _ -____ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 I Vert(LL) -0.22 18-19 >953 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.37 18-19 >551 240 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.05 14 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:129 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, except BOT CHORD 2x4 SP No.2(flat)*Except* end verticals. B2:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 29=207/0-3-8 (min.0-1-8),14=935/0-5-8 (min.0-1-8),24=1736/0-3-8 (min.0-1-8) Max Uplift29=-62(LC 4) Max Grav29=338(LC 3),14=948(LC 7),24=1736(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-29=-334/56,14-30=-938/0,13-30=-937/0,1-2=-241/113,2-3=-386/377,34=0/797,4-5=-110/186,5-6=-110/186, 6-7=-1717/0,7-8=-2921/0,8-9=-2921/0,9-10=-2921/0,10-11=-2983/0,11-12=-2299/0,12-13=-954/0 BOT CHORD 28-29=0/0,27-28=-377/386,26-27=-377/386,25-26=-377/386,24-25=-1292/0,23-24=-1292/0,22-23=0/1068, 21-22=0/2359,20-21=0/2359,19-20=0/2921,18-19=0/3196,17-18=0/3196,16-17=0/2766,15-16=0/1775,14-15=0/48 WEBS 4-24=-1668/0,1-28=-150/321,4-25=0/697,2-28=-197/359,3-25=-850/0,2-27=-259/0,3-26=0/320,13-15=0/1231, 12-15=-1142/0,12-16=0/729,11-16=-649/0,11-17=0/301,10-17=-290/0,10-18=0/185,10-19=-584/112,9-19=-75/122, 4-23=0/1473,6-23=-1342/0,6-22=0/941,7-22=-939/0,7-20=0/901,8-20=-355/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 62 lb uplift at joint 29. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss type Qty PN A0030014 7103 F10 FLOOR Run:7.6201s Apr 30 2015 Print:1 620 S r 30 2015 MTetIndustries,I Inc. Wed Ma 2_7 08:38:15 2015K age Bulking Camporbrtt Supply,Green Cove Springs.FL E yy .,g MTo_6 p. ID: c.mdtwzXKn C hrrn5?Q az eSX-JYXssbooD ZoaSFrQZptGb2t91MHm85 hD6sZ'C 1-1 I.11� 1-5-12 0-1-8 Scale=1:43.2 1.5x3 II 6x8= 4x6 3x6= 1.59 I I 3x6 FP= 4x6= 4x6 1.5x3 I 1.5x3 '' 3x6= 1.5x3= 1 2 3 5 6 7 8 9 10 11 X12 13 14 15: ._=w„ _ NW,4 .I n._z_ r i .- 3 ,li _ice Ta m)i 1 32 g _. 31 30 29 28 27 26 25 24 23 22 21 1 19 18 17 16 4x6=- 4x6-- 49= 3x6 FP= 1.5x3 I I 4x6= 0-3-8(0-1-8) 0-3-8(0-1-8) 49= 0-5-8(0-1-8) 430#/-43# 1937#/0# 904#/00 10-1-2 5-0-12 10-1-2 17-0.8 10-1-2 4-1-8 4-7-2 9-0-12 _ 15-6-12 --- �(6�310 1 26-3-8 4-1-8 0.5.10 4-0-0 6-6-0 bst4 93-0 - 0-5-10 0-8-14 Plate Offsets(X,Y)-- [6:0-2-4,Edge],[15:0-1-8,Edge],[21:0-1-8,Edge],[22:0-1-8,Edge],[28:0-1-8,Edge],[29:0-1-8 Edge],[31:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.21 20-21 >996 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(TL) -0.36 20-21 >575 240 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.03 16 n/a n/a ,y BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:140 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat)'Except' end verticals. B2:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 31=290/0-3-8 (min.0-1-8),16=892/0-5-8 (min.0-1-8),26=1937/0-3-8 (min.0-1-8) Max Uplift3l=-43(LC 4) Max Grav31=430(LC 3),16=904(LC 4),26=1937(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-31=-427/39,16-32=-894/0,15-32=-893/0,1-2=-366/64,2-3=-590/485,3-4=-590/485,4-5=-590/485,5-6=0/1222, 6-7=0/605,7-8=0/605,8-9=-1232/0,9-10=-2563/0,10-11=-2563/0,11-12=-2563/0,12-13=-2752/0,13-14=-2159/0, 14-15=-904/0 +, BOT CHORD 30-31=-0/0,29-30=-206/634,28-29=-485/590,27-28=-887/302,26-27=-1743/0,25-26=-1743/0,24-25=-40/539, 23-24=0/1930,22-23=0/1930,21-22=0/2563,20-21=0/2924,19-20=0/2924,18-19=0/2580,17-18=0/1680,16-17=0/46 WEBS 6-26=-1884/0,1-30=-85/487,6-27=0/909,2-30=-373/198,5-27=-874/0,2-29=-44610,5-28=0/764,3-29=0/191,4-28=-335/0 ,15-17=0/1167,14-17=-1079/0,14-18=0/666,13-18=-585/0,13-19=0/240,12-19=-234/0,12-20=0/203,12-21=-671/13, 11-21=-44/149,6-25=0/1518,8-25=-1377/0,8-24=0/987,9-24=-996/0,9-22=0/974,10-22=-382/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 lb uplift at joint 31. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Tob iTruss 'Truss Type Qt Ply - A003001s1 7103 1F71 Floor 2 1 1 Job Reference(optional)_ 1 Bulking Component Supply,Green Cove Springs,FL Run:7 620 s Apr 30 2015 Pmt:7620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 08.38:152015 Page 1 ID:yc.mdtwzXKngCphrm57 QyazEeSX-JYXssbooDy2oa5FrOZDtGb2gllJjm9UpD6sZjzCMp6 11� I 1-11-0 I 1-6-4 01{8 Scale=1:42.8 6x8= 4x6= 3x6= 1.5x3 I I 3x8 FP= 4x6= 1.5x3 1.5x3 3x6 - 1.5x3= 1 2 3 4 5 8 7 8 9 10 T=1 12 13 14 ir ar, �I��--�, - iir 31 14 ., ., 472#/0# i ....2 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 USP THD46 1.5x3 I I 4x6= 4x6= 3x6 FP= 1.5x3 1 4x6= 0-3-8(0-1-8) 3x6= 05.8(0-14) 1763#/0# 964#/0# 10-1-2 10-1-2 10-1-2 16-9-12 4-1-8 - -- 5-1-0,6-0-8-_-- 8-9.8 8-902 1538 16-0-10 --- 26-0-12 - I I _..--- 4-1-8 0-11.8 0-11-8 2-9-0 -4 65-12 0-9-2 0-9-2 9- Plate Offsets(X,Y)- [4:0-1-8,Edge],[5:0-2-4,Edge],[8:0-1-8,Edge],[14:0-1-8,Edge],[20:0-1-8,Edge] [21 0-1-B,Edge] [28.0-1-8,Edge],[30:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.22 19-20 >924 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.39 19-20 >533 240 BOLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.05 15 n/a n/a BCDL 10.0 I Code FBC2010/TPI2007 (Matrix) Weight:137 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat)*Except* end verticals. B2:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 30=378/Mechanical,15=950/0-5-8 (min.0-1-8),25=1763/0-3-8 (min.0-1-B) Max Grav30=472(LC 3),15=964(LC 7),25=1763(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-30=-474/0,15-31=-954/0,14-31=-953/0,1-2=-420/0,2-3=-694/277,3-4=-694/277,4-5=-175/672,5-6=-286/35, 6-7=-286/35,7-8=-1874/0,8-9=-3049/0,9-10=-3049/0,10-11=-3049/0,11-12=-3068/0,12-13=-2351/0,13-14=-972/0 BOT CHORD 29-30=0/0,28-29=-46/720,27-28=-277/694,26-27=-277/694,25-26=-1134/0,24-25=-1134/0,23-24=0/1238,22-23=0/2502 21-22=0/2502,20-21=0/3049,19-20=0/3297,18-19=0/3297,17-18=0/2835,16-17=0/1810,15-16=0/49 WEBS 5-25=-1689/0,1-29=0/560,5-26=0/778,2-29=-417/108,4-26=-940/0,2-28=-315/0,3-28=-3/136,4-27=0/275, 14-16=0/1255,13-16=-1165/0,13-17=0/753,12-17=-672/0,12-18=0/324,11-18=-312/0,11-19=0/184,11-20=-560/143, 10-20=-85/114,5-24=0/1465,7-24=-1333/0,7-23=0/927,8-23=-923/0,8-21=0/890,9-21=-353/0 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)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type OtY Ply 7103 F12 [Floor 3 1 A0030016 Job Reference(optional) Guiding Component Suppty,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc Wed May 27 08:38:16 2015 Page 1 ID:yc?mdtwzXKngCphrrn5?QyazEeSX-ok4E4xpQzFheCFg2_Gk6pobupBgoVeCpvtsQ59zC ip5 1-30.1 1 1-11-0 I 1-10-4 0-1-8 Scale=1:37.1 • • 1.5x3 3x6= 1.5x3 I I 6 x 8= 3 x 6 FP= 1.5x3 I I 1.5x3 II 3x6= 1.5x3 1 2 3 T1 4 5 6 7 8 9 l7 10 11 12 13 3 11 _I -4n -- I--i.1 28 IY NM • g�/p8 ►� CR X27 28 25 24 23 22 21 20 19 18 17 18 15 14 USP THD46 1.5x3 11 4x6= 3x6 FP= 1.5x3 I I 3x6•-- 0-3-8(0-1.8) 0-5-8(0-1-8) 1505#/0# 772#/0# 10-1-2 10-1-2 10-1-2 4-1-8 5-1-0 . 6-0-8 8-9-8 8- 12 15-3-8 116.2-1017-1-121 22-7-12 4-1-8 0-11-8 0-11-8 2-9-0 044 6.5-12 0.11-2 0-11-2 �0 Plate Offsets(X,Y)- [4:0-1-8,Edgej,[17:0-1-8,Edge],[18:0-1-8,Edge),[25:0-1-8,Edge],[27:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.09 18-19 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.16 18-19 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.04 14 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:119 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) 27=421/Mechanical,22=1505/0-3-8 (min.0-1-8),14=755/0-5-8 (min.0-1-8) Max Grav27=486(LC 3),22=1505(LC 1),14=772(LC 7) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-27=-487/0,14-28=-33/0,13-28=-33/0,1-2=-435/0,2-3=-754/99,3-4=-754/99,4-5=-263/410,5-6=-339/0,6-7=-339/0, 7-8=-1507/0,8-9=-2054/0,9-10=-2054/0,10-11=-2054/0,11-12=-1322/0,12-13=-210 BOT CHORD 26-27=-0/0,25-26=0/753,24-25=-991754,23-24=99/754,22-23=-812/0,21-22=-812/0,20-21=0/1074,19-20=0/1074, 18-19=0/1876,17-18=0/2054,16-17=0/1788,15-16=0/1788,14-15=0/819 WEBS 5-22=-1434/0,1-26=0/579,5-23=0/710,2-26=-442/33,4-23=-831/0,2-25=-204/2,3-25=-17/94,4-24=0/230,5-21=0/1132, 7-21=-1037/0,7-19=0/649,8-19=-572/0,8-18=0/449,9-18=-207/0,12-14=-1088/0,12-15=0/699,11-15=-634/0, 11-16=-36/57,11-17=0/497,10-17=-212/0 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)"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 31 nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job - Truss Truss Type Qty Ply A0030017 7103 F13 Floor 1 1 Job Reference(optional) Bulging Run:762 Component Supply,Green Cove Springs,FL 0 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Wed May 27 08:38:16 2015 Page 1 ID:yc?mdtvaXKngCphrm5?QyazEeSX-ok4E4xpOzFheCFg2 Gk6pobxn8k3VzrsQ59zCMp5 1-3-0 i 1-11-8 0-18 Scale:3/4"=1' 1.5x3 1 3x8— 2 3 4 5 ! T1 IMIN ai 12 N/ N :a ' 1.5X3= q I NSI, A/ N— _ N / ii Y i .. ... 11 10 9 8 7 522#/0# 1.5x3 I I USP THD46 0-3-8(0-1-8) 516#/0# 1 10-1-2 10-1-2 41-8 5-1-4 6-1-0 8-11-8 41-8 I 0-11-12 I 0-11-12 I 2-10-8 Plate Offsets(X,Y)_[4:0-1-8,Edge],[5:0-1-8,Edge],[9:0-1-8,Edge],[11: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 1 TC 0.48 Vert(LL) -0.07 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 I BC 0.63 Vert(TL) -0.11 9-10 >986 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:48 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=522/Mechanical,6=516/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-11=-519/0,6-12=-500/0,5-12=-499/0,1-2=-470/0,2-3=-902/0,3-4=-902/0,4-5=-462/0 BOT CHORD 10-11=-0/0,9-10=0/833,8-9=0/902,7-8=0/902,6-7=0/26 WEBS 1-10=0/625,2-10=-505/0,2-9=-4/259,3-9=-109/0,5-7=0/593,4-7=-597/0,4-8=0/147 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type QI .131Y 7103 F14 Run:7.620ts Apr 30 2015 Print:7.620Ref r 30 2015 Lion Industries,Inc.Wed M2Y2706:38:16 2015 Page 1 Job Building Component Supply,Green Cove Springs,FL 101 2 ID:yc?mdtwzXKngCphnn5?QyazEeSX ok4E4xpQzFheCFg2 6pobxM8m4VpavtsQ59zC E•5 I 4-4-0 I 8-8-0 8 4-4-0 4-4-0 0-3-8 2 x 4 I I 3x4= 2x4 Scale=1:19.8 1 2 3 T, — i W1 W2 W1 ¢ 1 1 B, 13 5I 3#.'0#= 3x4= USP2JUS24 04-8(0-11-2 8-8-0 8-8-0 503# .-8 8 Plate Offsets(X,Y)-- [4:0-1-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) 0.00 5 "" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(TL) -0.39 4-5 >260 240 BCLL 0.0 Rep Stress!nor YES WB 0.24 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC20101TPI2007 (Matrix-M) Weight:49 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 8-8-0 oc purlins, except BOT CHORD 2x4 SP No.1 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) 5=503/Mechanical,4=503/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-5=-159/0,1-2=0/0,2-3=0/0,3-4=-159/0 BOT CHORD 4-5=0/358 WEBS 2-5=-443/0,2-4=-443/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job (Hiss fnlss Type .Qty Ply A00300191 7103 F15 FLOOR 1 1 Job Reference(optional) Bt 1g Component Supply.Green Cove Sprinos.FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MTek Industries,Inc. Wed May 27 08:38:16 2015 Page 1 I D:yc?mdtwzXKngCphrm5?QyazEeSX-ok4 E4xpQzFheC Fg3agk.pob y48oYVIRgvtsQ59zCMp5 10-1-2 4-5-12 8-11-8 - -_— I 45-12 4-5 12 2x4 I I 3x4= 2x4 II Scale=1:19.8 2 3 T1 - -- y,2 W1 o a Bt K. 3x4= lir2JUS24 0-3$1Ekli) 8-11-8 520e/0#8-11-8 - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) 0.00 5 "" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(TL) -0.39 4-5 >263 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 8-11-8 oc purlins, except BOT CHORD 2x4 SP SS end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. - REACTIONS. (lb/size) 5=520/Mechanical,4=520/0-3-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-5=-164/0,1-2=010,2-3=0/0,3-4=-164/0 BOT CHORD 4-5=0/383 WEBS 2-5=-468/0,2-4=-468/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss T i Type ;Oty Ply o 7103 F18 FLOCR 1 1 Job Reference(optional) Buid'ng Component Supply,Green Cove Spmgs,FL Run:7.620 s Apr 30 2015 Pmt:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 08:38:17 2015 Page 1 ID:yc?mdtwz XKngCpbrmS?CtyazEeSX-GwedHHg2kZpVgliM_GLL076RY5VE40f8XbzdrzChr 10-1-2 4-4-0 I — I 4-4-0 2x4 I I Scale=1:19.8 1 4x5= p 4x5= 3 T� �VH4 Y VJt �_ --____: �_ B3 0 VV1 5B2 4x10 5 /0# 4x5 4 Q USP JUS24 4 N 9 B1 3x4 6 505# /0# 2x4 II Ugp2JUS24 12-1-2 4-4-0 8-8-8 4-4-0 4-4-8 Plate Offsets(X,Y)- [1:0-2-8,0-1-12],[5:0-5-4,0-1-8] r LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.06 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.49 Vert(TL) -0.10 6 >985 240 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.07 4 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:53 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. , REACTIONS. (lb/size) 4=505/Mechanical,7=505/Mechanical FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-445/0,1-2=-1241/0,2-3=0/0,3-4=-183/0 BOT CHORD 6-7=0/37,5-6=0/40,2-5=-180/0,4-5=0/1328 WEBS 5-7=-41/0,1-5=0/1273,2-4=-1363/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Pty 1 A0030021 7103 F17 i FLOOR 1 1 Job Reference(optional) J Building Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Ap r 30 2015 MkTek Industries,Inc.Wed May 27 08:38:17 2015 Page 1 ID:yc7mdM2XKngCphrrn5?QyazEeSX-GwedHHg2kZpVgPPEY_GLL074JY 9E6v3XbzdczCMF4 0-1-8 1-3-0 1-10-0 Scale=1:22.7 1.5x3 1.5x3= 3x6= 1.5x3 I 1.5x3 : 4x6=\lily 1 2 3 4 5 6 7 8 • Itttt�� T1- tm__ ■-- --- -_ tttttttttt■1 • Ittt� BMOC �� �� '/.11 171 ii Q tel 15 14 13 12 11 10 3x6= 1.5x3 11 4x8= 0-5-8(0-1-8) 0-3-8(0-1-8) 816#/0# 822•/0# 10-1-2 10-1-2 5-6-0 65-0 7-4-0 13-11-8 5-6-0 1 0-11-0 I 0-11-0 I 6-7.8 Plate Offsets(X,Y)— (12:0-1-8,Edge],[13:0-1-8,Edgej LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.13 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(TL) -0.23 11-12 >726 240 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:74 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:12-13. REACTIONS. (lb/size) 9=822/0-3-8 (min.0-1-8),16=816/0-5-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 16-17=-33/0,1-17=-33/0,8-9=-811/0,1-2=-2/0,2-3=-1418/0,3-4=-2288/0,4-5=-2288/0,5-6=-2288/0,6-7=-1881/0,7-8=-803/0 BOT CHORD 15-16=0/871,14-15=0/1925,13-14=0/1925,12-13=0/2288,11-12=0/2193,10-11=0/1496,9-10=0/0 WEBS 8-10=0/1069,7-10=-964/0,7-11=0/536,6-11=-434/0,6-12=-75/380,5-12=-178/0,2-16=-1157/0,2-15=0/760,3-15=-689/0,3-14=-71/41,3-13=0/677,4-13=-274/0 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 A0030022 7103 F18 GABLE ' 2015 Print: Job Reference(optional) 1 1 Buiainp Component Supply,Green Cove Spenge FL Run:7.620 s Apr 30 7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May�2�7 0838:17 2015 Page 1 ID:yc.mdtwzXKngCphrm5?QyazEeSX-GwedHHg2kZpVgPPEY_GLL07CWCIEDJzBXbzdczCMpp4 8 0418 0-1 1 HH Scale=1:16.4 1 3x4= 2 3 4 5 6 7 8 9 T1 19 r � -_ BLt \ 1 T ST1 ST1 ST1 cL - 1 \■ 18 17 16 15 14 13 12 11 10 3x4 3x4 3x4 10-1-2 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 8-2-12 9-6-12 10-2-12 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-8-0 Plate Offsets(X,Y)-- [17:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 1 (Matrix) I Weight 50 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. (lb/size) 18=64/10-2-12 (min.0-1-8),10=3/10-2-12 (min.0-1-8),17=188/10-2-12 (min.0-1-8),16=153/10-2-12 (min.0-1-8),15=162/10-2-12 (min.0-1-8), 14=160/10-2-12 (min.0-1-8),13=159/10-2-12 (min.0-1-8),12=166/10-2-12 (min.0-1-8),11=131/10-2-12 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 18-19=-52/0,1-19=-52/0,10-20=-2/0,9-20=-2/0,1-2=-0/0,2-3=-0/0,3-4=-0/0,4-5=-0/0,5-6=-0/0,6-7=-0/0,7-8=-0/0,8-9=-0/0 BOT CHORD 17-18=0/3,16-17=0/0,15-16=0/0,14-15=0/0,13-14=0/0,12-13=0/0,11-12=0/0,10-11=0/0 WEBS 2-17=-154/0,3-16=-128/0,4-15=-135/0,5-14=-133/0,6-13=-132/0,7-12=-138/0,8-11=-109/0,1-17=-3/0 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 F Type Y Ply A0030023 7103 F19 Floor 1 1 loss Truss Qt Pl Job Reference(optional) Bolding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 08:38:17 2015 Pa e 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-GwedHHg2kZpVgPPEY_GLL07SuY64EAcz8XbzdczC 4 0-1-8 I--1 I-- 1-3-0 I i 1-7 0 0 1-8 Scale=1:13.3 1 2 3 4 Tt 11 \\ / '' 12 WM 1. = V42// q �T 1.5x3= Y — — iii D1 i' l 9 8 7 8 bl. 1.5x3 II 1.5x3 II 0-5-0(0-1-8) 0-5-8(0-1-8) 10-1-2 10-1-2 419#/011 419#/09 2-10-8 , 3-8-0 I 4-5-8 I 7-4-0 2-10-8 0-9-8 0 9 8 2-10-8 — — Plate Offsets(X,Y)– [2:0-1-8,Edge],[3:0-1-8,Edge],[4:0-1-8,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 0.46 Vert(LL) -0.03 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(TL) -0.03 8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:40 lb FT=20%F,11%E • LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=419/0-5-0 (min.0-1-8),5=419/0-5-8 (min.0-1-8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 10-11=-407/0,1-11=-407/0,5-12=-407/0,4-12=-407/0,1-2=-343/0,2-3=-632/0,3-4=-343/0 BOT CHORD 9-10=0/21,8-9=0/632,7-8=0/632,6-7=0/632,5-6=0/21 WEBS 4-6=0/437,1-9=0/437,3-6=-394/0,2-9=-394/0,2-8=-51/111,3-7=-51/111 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard NSS Truss Type 'Oty Pl y P ) A0030024 7103 F20 Floor 7 1 ( Job Reference o tional Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MUTek Industries,Inc.Wed May 27 08:38:18 2015 Page 1 I D:yc?mdtwzXKngCph rm5?QyazEeSX-k6C?Vdrg VtxMRZ_Q6hnau DgC H'yKzzUB7NAL WA2zCM0 0-1-8 _f 1-3-0 1-7-4 Scale=1:32.5 4x8= 1.5x3= 4x6= 3x6 FP= 1.5x3 II 1.5x3 4x6 - 5x6 1 2 3 4 5 8 7 8 9 10 11 1.11\11 ram 4 0/e lkit I 1 1p... _3 1, _ , - wl ,9 , , r 16a-i .a-i .. � .. 132: I t :_ �'� 21 20 19 18 17 16 15 14 13 117 t/0# 4x6= 4x6= 3x12 M18SHS FP- 4x6 4x6 0-5-8(0-1-8) USP THD46 1170#/0# 10-1-2 10-1-2 9-1-8 49-11-210-8-12 19-10-4 9-1-8 0-9-10 0-9-10' 9-1-8 Plate Offsets(X,Y) [1:Edge,0-1-8],[13:0-2-8,Edge] [17:0-1-8,_Edge],[18:0-1-8 Edge],[21:0-2-12,Edge] - LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.34 17-18 >683 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.60 17-18 >391 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.10 12 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:103 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, except BOT CHORD 2x4 SP No.1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:18-19,15-17. REACTIONS. (lb/size) 22=1170/0-5-8 (min.0-1-8),12=1176/Mechanical FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 22-23=-1161/0,1-23=-1159/0,11-12=-1165/0,1-2=-1206/0,2-3=-3008/0,3-4=-3008/0,4-5=-4154/0,5-6=-4736/0,6-7=-4736/0,7-8=-4736/0,8-9=-4154/0, 9-10=-3009/0,10-11=-1205/0 BOT CHORD 21-22=0/60,20-21=0/2254,19-20=0/3709,18-19=0/4545,17-18=0/4736,16-17=0/4546,15-16=0/4546,14-15=0/3709,13-14=0/2256,12-13=0/0 WEBS 11-13=0/1604,1-21=0/1558,10-13=-1463/0,2-21=-1458/0,10-14=0/1046,2-20=0/1048,9-14=-974/0,4-20=-976/0,9-15=0/619,4-19=0/619,8-15=-545/0, 5-19=-544/0,8-17=-131/609,5-18=-130/609,6-18=-270/28,7-17=-270/28 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss ['Fuss Type Qty -Ply A0030025 7103 F20A Floor 1 1 Apr 30 2015 MTek Industries,Inc. Wed May 27 2015 Page 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s µa gg ID:yc?mdtwzXKngCph rm5?QyazEeSX-k6C?Vd rgvtxMRZ_Q6hn auDgCMyOjzUH7NAL WA2zC M[13 0-1-8 1-3-0 H I I I- 1 7 4 1 1-0-0-. Scale=1:32.5 4x6= Special 1.5x3= 4x6= 3x6 FP= 1.5x3 ! 1.5x3 ,I 4x8= 4x6 1 2 3 4 5 6 7 8 9 10 I 12 24 iN \ Nwe,4&, , \N6M I 4 glOS ik +1I ",∎m i a l I:174 on NV. , 1I t 23 22 21 20 19 18 17 16 15 14 1511 4x6= 4x6= 3x12 M18SHS FP - 4x6- 3x6-- 4x6 - 0-5-8(0-1-8) USP THD46 11934/04 10-1-2 10-1-2 9-1-8 9-11-210-8-12 18-4-4 19-10-4 9-1-8 0-9-10 0-9-10 7-7-8 - 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[13:Edge,O-1 8] [18:0-1-8,Edge],[19:0-1-8,Edge],[22:0-2-8,Edge] ___- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.32 18 >728 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(TL) -0.56 18 >416 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.10 13 n/a n/a BCDL 10.0 Code FBC2010/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 5-4-1 oc purlins, except T2:2x4 SP No.1(flat) end verticals. BOT CHORD 2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 23=1193/0-5-8 (min.0-1-8),13=1513/Mechanical FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 23-24=-1183/0,1-24=-1182/0,12-13=-57/0,1-2=-1232/0,2-3=-3082/0,3-4=-3082/0,4-5=-4272/0,5-6=-4922/0, 6-7=-4922/0,7-8=-4922/0,8-9=-4409/0,9-10=-3297/0,10-11=-1496/0,11-12=0/0 BOT CHORD 22-23=0/61,21-22=0/2304,20-21=0/3806,19-20=0/4690,18-19=0/4922,17-18=0/4769,16-17=0/4769,15-16=0/3991, 14-15=0/2550,13-14=0/1496 WEBS 1-22=0/1591,10-14=-1403/0,2-22=-1491/0,10-15=0/1039,2-21=0/1082,9-15=-965/0,4-21=-1007/0,9-16=0/582, 4-20=0/649,8-16=-506/0,5-20=-582/0,8-18=-182/591,5-19=-112/664,6-19=-294/21,7-18=-264/50,11-14=0/967, 11-13=-2081/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-23=-20,1-12=-100 Concentrated Loads(Ib) Vert:11=-360 Job muss muss Type — _ - Qty Ply A0030029 7103 FG02 FLOOR 1 2,Job Reference optional) Buid'ng Component Supply.Green Cove Sprigs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 08:38:19 2015 Page 1 12-1-2 ID:yc?mdtwzXKngCphrin5?QyazEeSX-CJmNiyri 3Q3)ZdfOIpQRDZZpMu?i4DGbg44iUzcMp2 1-8-8 3-5-0 3x4 1-8-8 1-8-8 1 3x4= 2 2x4 3 Scale=1:9.1 T1 W1 W2 W1 W2 W1 JUS24 3x8- .14 S 4 430#/0# 2x4.1?(ail I 120 B) 2x412-1-2 1-8-8 3-5-0 USP THD26-2 1-8-8 1-8-8 430#/0#_ 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 0.04 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL) -0.00 5 >999 240 BCLL 0.0 Rep Stress lncr NO WB 0.14 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight 36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-0 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. REACTIONS. (lb/size) 6=430/0-3-8 (min.0-1-8),4=430/Mechanical FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-6=-398/0,1-2=-480/0,2-3=-480/0,3-4=-398/0 BOT CHORD 5-6=0/0,4-5=0/0 WEBS 1-5=0/577,2-5=-157/0,3-5=0/577 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 cc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 2-5 2x4-1 row at 0-5-0 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)Refer to girder(s)for truss to truss connections. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 1-8-12 from the left end to connect truss(es)Fl 6(1 ply 2x4 SP)to front face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,4-6=-20 Concentrated Loads(Ib) Vert:5=-485(F) Job Truss -Truss Type_ Qty Ply 3'i 7103 FG03 FLOOR 1 A0030030 L. ,Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc. Wed May 27 08.38:A20,5 Page 1 12.1.2 ID:yc7mdtwzXKngCphrm5?QyazEeSX-CJmNiyrIGA3D3jZdfOIpQRDX5MpEi 1 UGI9g441UzCMp2 1-410 4-0-0 6-7-4 9-2-8 10-0-0 11-11-8 1-4-10 2-7-6 2-7-4 2-7-4 0-9-8 1-11-8 Scale=1:19.9 Special Special Special Special Special 2x4 4x5= 3x4= 2x4 II 1 3x4-- 2 4x5= 3 4x5 Special 4 Special 5 8 7 -- - - T1 w►� \wn v �\ wa w1----1,47-- _______a +�i5 �r \ -{ _ _ 13 112 11 10 9 3x4= V, 2x4 i 3x4= 4x5 4x10= THD28-2 4x5 - 0-5-4(0-1-8) 0-4-0(0-1-8) 1604#/0# 1496#/0# 12-1-2 12-1-2 1-2-0__ 1-4-10 4-0-0 6-7-4 9-2-8 11-11-8 1-2-0 0-2-10 2-7-6 2-7-4 2-7-4 2-9-0 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) -0.02 10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(TL) -0.07 10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:201 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:12-13. REACTIONS. (lb/size) 8=1490/0-4-0 (min.0-1-8),12=1604/0-5-4 (min.0-1-8) Max Grav8=1496(LC 4),12=1604(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-13=-186/0,1-2=-264/0,2-3=-2488/0,3-4=-3515/0,4-5=-3515/0,5-6=-3148/0,6-7=-134/0,7-8=-239/0 BOT CHORD 12-13=-13/0,11-12=0/264,10-11=0/2488,9-10=0/3148,8-9=0/2301 WEBS 1-12=0/350,2-12=-1367/0,2-11=0/2372,3-11=-913/0,5-10=0/391,5-9=-602/0,6-9=0/1330,6-8=-2451/0,4-10=-532/0,3-10=0/1114 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 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 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)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 9-3-0 from the left end to connect truss(es)FG02 (2 ply 2x4 SP)to back face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the left end to 11-9-12 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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Veil:1-7=-210,8-13=-20 Concentrated Loads(lb) Vert:9=-410(B) Job j Truss —T—Type Qty Ply A0029980 7103 EJ02 Jade-Open 6 1 Job Reference(optional) Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 iatt-Firint:7.620 s Apr 30 2015 MTek Industries,Inc.Wed May 27 08:38:192015 Rai; ID:yc?mdtwzXF(j1,C/pt1rm5?QyazEeSX-CJmNiyrtGA3D3jZdfOIpQRDXRMtNi6MGbg44iUzC 2 12-1-2 2-0-0 2-0-0 Scale=1:12.1 6.00E-12- 2 I� 2x4 .- 54#/-43# 9 174#/0# 9 • '(0-t-8 lit • B1 I 36#/-4# 4 2x4 II 312-1-2 12-1-2 13-7-7 2-0-0 2-0-0 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 0.13 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 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=74/0-3-8 (min.0-1-8),2=52/Mechanical,3=22/Mechanical Max Horz 4=60(LC 12) Max Uplift2=-43(LC 12),3=-4(LC 12) Max Grav4=74(LC 1),2=54(LC 17),3=36(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-58/41,1-2=-47/23 BOT CHORD 3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 lb uplift at joint 2 and 4 lb uplift at joint 3. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type -- —Qty 'Ply —A0029981 7103 EJ02A Corner Jack 1 1 Star Component Supply.Green Cove Springs,FL Run:7.620 Job Reference 2015 MiTek n0 0 s 015 Print 7.620 s Apr 30 2015 M7ek Intlustries,Inc.Wed May 27 08:38:20 2015 Page 1 10-1-2 ID: c?mqj lgCphrm5?QyazEeSXgVKIwIsx1UB4ht8pD6p2zeliYmEARZcQgUgdExzCMp1 2-5-1 2-51 6.00 12 Scale=1:23.2 2 r, 123#/-62# 2x4 II Tt 54ftl-22# 0-54(0-1-8) /1 • 4 3 y410-q 11-2 13 110-20 2-5-1 2-5-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-1 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=107/0-5-8 (min.0-1-8),2=52/Mechanical,3=17/Mechanical Max Horz 4=42(LC 13),2=92(LC 12) Max Uplift4=-62(LC 12),2=-22(LC 8) Max Grav4=123(LC 17),2=54(LC 19),3=38(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-115/158,1-2=-119/152 BOT CHORD 3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,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 62 lb uplift at joint 4 and 22 lb uplift at joint 2. 6)Non Standard bearing condition. Review required. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss —Truss Type Qty Ply A0029982. .'7103 EJ02B Jack-Open 1 1 Job Re ference(optional) Building Component Supply,Green Cove Springs.FL Run:7820 s r 15 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 0838:20 2015 Page 1 10-1-2 ID:yc?mdt �Cphrm5?QyazEeSX-gVKlwlsx1UB4ht8pD6p2zelhEmE3RZcOgUgdExzCMpl 2-7-8 2-7-8 6.00112 Scale=1:23.6 2 „ 134#/-67# 1 2x4 II T1 57#/-22# 0-5-8(0-1-8) / ►1 42#/0# 4 3 24-q q-2 13-111.3 2-7-8 2-7-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -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 Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=119/0-5-8 (min.0-1-8),2=56/Mechanical,3=19/Mechanical Max Horz4=42(LC 13),2=97(LC 12) Max Uplift4=-67(LC 12),2=-22(LC 8) Max Grav4=134(LC 17),2=57(LC 19),3=42(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-122/169,1-2=-124/160 BOT CHORD 3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 67 lb uplift at joint 4 and 22 lb uplift at joint 2. 6)Non Standard bearing condition. Review required. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard :fob Truss Truss Type — Qty Ply A0029983 7103 EJ02C Jack-Open 1 1 Job Reference(optional) Build' Component Supply,Green Cove Springs, Building po prings,FL Run:7.620 s Apr 30 211 C 7.620 s 30 2015 MiTek Industries,Ina Wed May 27 0838:20 2015 Page 1 12.1.2 ID:yc?mdtwzXKry l?rm5?QyazEeSX-gVKlwlsx1UB4ht8pD6p2zelif/mDVRZcQgUgdExzCMpl I 2-2-0 2-2-0 Scale=1:12.5 6.00 I 12 2 !_ „„ T7 2x4 1 ,/�� 578/-44# i R r1:11 1 3 388/-4# 4 2x4 II 12-1-2 12-1-2 13-8-7 I 2-2-0 2-2-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 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=78/0-3-8 (min.0-1-8),2=55/Mechanical,3=23/Mechanical Max Horz 4=62(LC 12) Max Uplift2=-44(LC 12),3=-4(LC 12) Max Grav4=78(LC 1),2=57(LC 17),3=38(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-62/45,1-2=-50/24 BOT CHORD 3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,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 44 lb uplift at joint 2 and 4 lb uplift at joint 3. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type •Qty Ply A0029984 7103 EJ02D Roof Special 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2Q l4r4:7.620 s Apr 30 2015 MTek Industries,Inc.Wed May 27 08:38:20 2015 Page 1 12-1-2 ID:yc?mdtwzXKQgCpmS?QyazEeSX-gVKIwlsx1 UB4ht8pD6p2zelj5mE9RZcQgUgdEx zCMp1 1-4-0 2-2-0 1-4-0 0-10-0 6.0012 Scale=1:12.5 3 3x4 -- 2x4II 1 ,2 A 1$ - ■ TI Ir 56#/-34# i 1 4 388/00 5 2x4 II 12-1-2 12-1-2 13-8-7 1-4-0 2-2-0 1-4-0 0-10-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 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) 5=78/0-3-8 (min.0-1-8),3=56/Mechanical,4=22/Mechanical Max Horz 5=15(LC 12) Max Uplift5=-22(LC 8),3=-34(LC 12) Max Grav5=78(LC 1),3=56(LC 1),4=38(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-5=-61/62,1-2=-29/10,2-3=-32/22 BOT CHORD 4-5=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-4-0,Interior(1)1-4-0 to 2-1-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 22 lb uplift at joint 5 and 34 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 Tb Truss Truss Type - -- Dty .Ply A0029485 7103 Building EJC Jack Open y 0 s 8 1 Apr 0 0 1 r7. Q s Apr 30-015 Miek Industries,Inc, Wed l ay 270:3Q20 2015 Page 1 , Job Reference(optional) i Building Compo,xM Supply,Green Cove Springs,FL Run:D7 yc?s Apr 30 2012011'340 iz 7.620 s Apr S 2015 lWlSX Industries.Inc Wed m 270838:20 207 S Pa 1 20-7-0 2-8-12 I- 2-8-12 Scale=1:14.6 8.00 2 1 12 tf 1016/-284 716/-590 21418(0_1_8) q '2 ilet N II B1 1 3—+� ,/ 49#/-37# 4 2x4 II 20-7-0 20-7-0 22-7-5 2-8-12 1 I- 2-8-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-12 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=101/0-3-8 (min.0-1-8),2=71/Mechanical,3=30/Mechanical Max Horz4=78(LC 12) Max Uplift4=-28(LC 12),2=-59(LC 12),3=-37(LC 12) Max Grav4=101(LC 1),2=71(LC 1),3=49(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-80/52,1-2=-66/30 BOT CHORD 3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;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 28 lb uplift at joint 4,59 lb uplift at joint 2 and 37 lb uplift at joint 3. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type -- -Qty Ply A0029986 7103 EJ03A Jack-Open 3 1 Job Reference(optional) Buiki g Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7(670O Apr 30 2015 MTek Industries,Inc Wed May 27 08:38:20 2015 Page 1 20-7-0 ID:yc7mdtwzXKngCphrmy rizEeSX-gVKlwlsx1UB4ht8pD6p2zelhLmCNRZcQgUgdEx zCMQ1 3-1-8 Scale=1:14.8 2 6.00 117#/0# 82#/-61# T1 N 0-5-8(0-1-8) 2x4 C B1 3 56#/-1# 4 20-7-0 20217431 22-8-1 �-, 3-1-8 3-1-8 Plate Offsets(X,Y)-- [4:0-2-0,0-1-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) i Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=117/0-5-8 (min.0-1-8),2=82/Mechanical,3=35/Mechanical Max Horz4=82(LC 12) Max Uplift2=-61(LC 12),3=-1(LC 12) Max Grav4=117(LC 1),2=82(LC 17),3=56(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-93/73,1-2=-70/34 BOT CHORD 3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,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 61 lb uplift at joint 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. LOAD CASE(S) Standard iuss ;Truss Type Qty Ply A0029987 7103 EJ04 Jack-Open 8 1 L_ Job Reference(optional) Budding Component Supply,Green Cove Springs,FL Run:7.620 a Apr 30 2015 Print: Apr 30 2015 MiTek Industries,Inc.Wed May 27 08:38:21 2015 Page 1 20 7-0 ID:yc?mdtwzXKngCphnn EeSX-8hu77etZooJxl0j?npKHWsIpG9XHA0sZ38aBmNzCM(10 3-11-8 3-11-8 Scale=1:16.8 2 -r 6.00 FIT 5 i" X41 150#/x# i 105#!-75# 0-5-8(0-1-8) i T1 N N_ O O 2x4 I'. _N Itj1 N 3 72#/0# 4 20-7-0 2&20-0 I 23-1-1 3-11-8 3-11-8 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.03 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=150/0-5-8 (min.0-1-8),2=104/Mechanical,3=46/Mechanical Max Horz4=99(LC 12) Max Uplift4=-4(LC 12),2=-75(LC 12) Max Grav4=150(LC 1),2=105(LC 17),3=72(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-121/102,1-5=-87/29,2-5=-75/43 BOT CHORD 3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-10-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4 lb uplift at joint 4 and 75 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 fuss Type Qty Ply • A0029988 7103 EJ04A Jack-0pen 7 1 —__ Job Reference(optional)___ Buid' Component Supply, _ - ny pone ppy,Green Cove FL Run:7.620 s Apr 30 2015 Print:3. Apr 30 2015 Mi Tek Industries,Inc,Wed lylay 2706:38:21 2015 Page 1 20-7-0 ID:yc?mdtwzXKngCphrt azEeSX-8hu77etZooJxIOj?npKHWslpf9XZA0sZ38aBmNzCMOO 3-10-8 I 3-10-8 Scale=1:16.8 2 8.00 12 5 ,1 i 1470%-50 1020%730 a1-e) N ID 2x4 II 1 4 N N B1 I 3 700/0# 4 20-7-0 282441 23-1-1 3-10-8 3-10-8 LOADING(psf) r SPACING- 2-0-0 I CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.03 3-4 >999 180 BCLL 0.0 • Rep Stress lncr YES WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-8 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=147/0-5-8 (min.0-1-8),2=102/Mechanical,3=44/Mechanical Max Horz4=75(LC 12) Max Uplift4=-5(LC 12),2=-73(LC 12) Max Grav4=147(LC 1),2=102(LC 1),3=70(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-118/98,1-5=-85/28,2-5=-73/41 BOT CHORD 3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5 lb uplift at joint 4 and 73 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 - -Qty ---Ply 7103 6.10413 6.10413 Jedc-0peo Supported Gable 1 1 A0029989! Job Reference(optional) Building Component Supply,Green Cove Springs,FL _Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May27 08.38:21 2015 Page 1 20-7-0 ID:yc?mdtwzXKngCpnrm5?QyazEeSX-8hu77etZooJxloj?npKHWslr79ZGA?eZ38aBmIIzCMQO 3-10-8 3-10-8 Scale=1:16.8 4 6.00 I 12 10 ar1lI 1 1111 •8 7 6 5 8p-9-C9 (0-1-8) (0-1-8) (0-1-8) 80#/-1# 117#/-111# 109#/-19# 41#/-25# LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 Mi - - - Tek recommends that Stabilizers and required cross s bracing ing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=33/3-10-8 (min.0-1-8),5=39/3-10-8 (min.0-1-8),6=109/3-10-8 (min.0-1-8),7=106/3-10-8 (min.0-1-8) Max Horz 8=73(LC 12) Max Uplift8=-1(LC 10),5=-25(LC 12),6=-19(LC 12),7=-111(LC 12) Max Grav8=80(LC 12),5=41(LC 17),6=109(LC 1),7=117(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-8=-128/19,1-9=-224/52,2-9=-221/61,2-3=-106/30,3-10=-29/5,4-10=-26/12,4-5=-30/75 BOT CHORD 7-8=-11/3,6-7=-11/3,5-6=-11/3 WEBS 3-6=-82/159,2-7=-95/263 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 3-8-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1 lb uplift at joint 8,25 lb uplift at joint 5,19 lb uplift at joint 6 and 111 lb uplift at joint 7. 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 Trusi Type ..- 'Qty Ply A0029990 7103 EJ07 Open 4 1 II Job Reference(optional) May Budding Component Supply,Green Cove Springs.FL 1211 2 6-7-8 D:yc?mdtwzXKngCphmit15 7.620 Qya71 hu77etZooJx10 of npKHWslgR9VLA0sZ38aBm zCMo0 6-7-8 2 Scale=1:25.5 566#/-221# 6.00 12 62#/-142# 0-5-8(0-1-8) 6 T1 r,1 Q UI +I B1 - 104/0# 4 3 4x10 II 12-1-2 12-1-2 15-11-3 I 8-7.8 6-7-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.05 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.13 3-4 >607 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 r — - - ( MiTek recommends that Stabilizers and and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=566/0-5-8 (min.0-1-8),2=-104/Mechanical,3=51/Mechanical Max Horz4=511(LC 1),2=-536(LC 17) Max Uplift4=-221(LC 12),2=-142(LC 3) Max Grav4=566(LC 1),2=62(LC 12),3=101(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-489/447,1-5=-675/559,5-6=-608/570,2-6=-597/582 BOT CHORD 3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-6-12 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 221 lb uplift at joint 4 and 142 lb uplift at joint 2. 6)Non Standard bearing condition. Review required. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type y plj,--- . 7103 EJO7A A0029991 Jack-0pen �5 1 Job Reference(optional) I Building Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 30 2015 M7ek Industries,Inc.Wed May 27 08:38:22 2015 Page 1 12-1-2 ID:yc?mdtwzXKngCphrm5? SX-cuSWK_uBZ5SowAIBLXr1/1/23nro219vT5iloJkJpzCMp? I 2-5-8 _ 6-7-8 2-5-8 • 4-2-0 3 Scale:1/2•=1' 546#/-215# m 6.00,12 • 72#/-113# 0-5-8(0-1-8) 2X4 II 8 n N Tt -,1- 2 1111 75 1 482 4 IN B3 I , - • 3x4— 92#/0# 0 lowil 6 7 2x4 4x10 'I 12-9-2 12-1-2 15-11-3 2-5-8 6-7-8 i 2-5-8 4-2-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.57 Vert(LL) 0.10 5 >791 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.16 4-5 >479 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 4 n/a n/a BCDL 10.0 Code FBC2010ITPI2007 (Matrix-M) Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2'Except' end verticals. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bra cing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=546/0-5-8 (min.0-1-8),3=-95/Mechanical,4=62/Mechanical Max Horz7=477(LC 1),3=-502(LC 17) Max Uplift7=-215(LC 12),3=-113(LC 3) Max Grav7=546(LC 1),3=72(LC 12),4=92(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-421/329,1-2=-600/498,2-8=-584/576,3-8=-561/589 BOT CHORD 6-7=-23/10,5-6=-81/98,2-5=-57/143,4-5=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-6-12 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 215 lb uplift at joint 7 and 113 lb uplift at joint 3. 6)Non Standard bearing condition. Review required. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A0029992 7103 EJO7B Jack-Open 6 1 Budding Component pply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print: Reference 2015 MiOnaI) - -------- 1 Buid' Com rent Su 7.620 30 2015 MTek Industries,Inc.Wed May 27 08:38:22 2015 Page 1 o e 12-1-2 ID:yc?mdtwzXKngCphrm5?Qy X-cuSWK_uBZSSowAIBLXrW23fxkZswvTSiloJkJpzCMp? 2-11-8 6-7-8 f • 2-11-8 3-8-0 Scale=1:24.3 3 ,, 480#/-186# ,l - 6.00 I 12 52#/-68# ' 0-5-8(0-1-8) 2x4 l 9 N N 2 - <c 8 , v' N O ill 3x5 J 1 4 1 B3 4 • 4x5= R rir d 81 • 93#/0# o 11"Pit 8 7 2x4 II 3x4 12-9-2 12-1-2 15-11-3 I 2-11-8 8-7-8 2-11-8 3-8-0 Plate Offsets(X,Y)-- [7:0-2-0,0-0-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.11 5 >670 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.19 4-5 >414 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 4 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 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) 7=480/0-5-8 (min.0-1-8),3=-38/Mechanical,4=71/Mechanical Max Horz 7=369(LC 1),3=-394(LC 17) Max Uplift7=-186(LC 12),3=-68(LC 3) Max Grav7=480(LC 1),3=52(LC 12),4=93(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-385/303,1-8=-545/439,2-8=-492/449,2-9=-457/469,3-9=-449/483 BOT CHORD 6-7=-50/46,5-6=-42/71,2-5=-40/127,4-5=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-6-12 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 186 lb uplift at joint 7 and 68 lb uplift at joint 3. 6)Non Standard bearing condition. Review required. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss buss lype Qty Ply A0029993. 7103 EJO7C Jack-Open Supported Gable �1 1 Job Reference(optional) Budding Component Supply,Green Cove Spnngs,FL Run:7.620 s Apr 30 2015 Print 7620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 08:38:222015 Pagel 12-1-2 6-7-8 ID:yc?mdtwzXKngCphrm5?9g sSX-cuSWK_uBZSSowAIBLXrW23rsdZfvT5iloJkJpzCMp? 6-7-8 2 Scale=1:25.5 • 6.00[12 6 "ice c$ B1 .❖.❖.❖...❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.•...❖.❖.❖.❖.❖.❖.❖.•. •❖.❖.❖.••❖•❖.❖•❖.❖.❖•❖.❖.❖.❖.❖.❖•❖•❖•••❖.❖.❖.❖.❖.❖. .❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖. 4 3 5x10 41.21)1-21S 15-11-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.16 3-4 >499 240 MT20HS 187/143 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.24 3-4 >330 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.10 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 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) 4=259/6-7-8 (min.0-1-8),2=181/6-7-8 (min.0-1-8),2=181/6-7-8 (min.0-1-8),3=78/6-7-8 (min.0-1-8) Max Horz4=155(LC 12) Max Uplift4=-20(LC 12),2=-123(LC 12) Max Grav4=259(LC 1),2=181(LC 1),2=181(LC 1),3=122(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-208/254,1.5=-188/44,5-6=-173/47,2-6=-171/69 BOT CHORD 3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 6-7-8 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 lb uplift at joint 4 and 123 lb uplift at joint 2. 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 ----- - -- ------- Truss Truss ype Qty j Ply A00299941 7103 EJO8 Jack-Partial 4 1 —--- — �_- Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 302015 Print:7.620 s 30 2015 Mirek Industries,Inc.Wed May 27 08:38:22 2015 Page 1 12-1-2 ID:yc?mdtwzXKngCphrm5?Qya uSWK_uBZ5SowAIBLXrW23rOL2tuvRTiloJkJpzCMpr? 4-0-0 4-0-0 — - $4-0 0 - 3 Scale=1:29.9 i 11 6.00 Fly 91#/-62# 3x4 9 2 8 3X4 1 RI • Elm B1 um 1 6 2251#/-193# 00x$(0-1-8) 4x5= 3x4 4 312#/-129# 16-11-7 12-1-2 12-1-2 4-0-0 8-0-0 4-0-0 4-0-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.03 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.03 5-6 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.17 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:43 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 8-3-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide.- REACTIONS. (lb/size) 7=312/0-3-8 (min.0-1-8),3=91/Mechanical,4=221/Mechanical Max Horz 7=192(LC 12) Max Uplift7=-129(LC 12),3=-62(LC 12),4=-193(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-284/275,1-8=-317/278,8-9=-234/287,2-9=-224/289,2-3=-75/32 BOT CHORD 6-7=-255/124,5-6=-444/257,4-5=0/0 WEBS 2-5=-329/567,2-6=-265/154,1-6=-217/266 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-11-4 zone;end vertical left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 lb uplift at joint 7,62 lb uplift at joint 3 and 193 lb uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A0029995 7103 EJO8A Half Hip Girder 1 1 Building Component Su Green Cove Springs,FL - Run:7.620 s Apr 30n 1 mt:7.620 Reference Ap r3020 2015 MiTek Industries,9 D Supply.Gr 2015 Print:7.620 s Apr 302015 MTek Industries,Inc.Wed Ma11374�608:23 2015 Page 1 12-1-2 ID:yc?mdtwzXK q ph ?QyazEeSX-447 uYKvpKPafYKtOuEMIbHN1oif'IsWS3HrFzCMp_ 1-4-0 8-0-0 1-4-0 6-8-0 ` ` Scale=1:15.0 6.00 12 NAILED 4x6: NAKED NAKED NA&ED 2 8 I 9 I 10 _ 3 3x4 ;! - - l T2 1 T1 1 1881/-14311 W3 &. W1 W2 \ 1 1 �■ f l (1 fl fl H1 l l 11 8 12 13 14 5 4 3x4= NAILED NAILED NAILED 1551/-80# 2x4 I NAILED 3x4 13-8-10 ,W-1-8) 12-1-2 258#/-201# ��_� Plate Offsets(X,Y)-- [2:0-1-8,0-1-4),[5:0-2-0,0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.07 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.15 5-6 >639 180 BCLL 0.0 * Rep Stress Incr NO WB 0.20 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) 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, 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) 3=188/Mechanical,7=254/0-3-8 (min.0-1-8),4=106/Mechanical Max Horz 7=58(LC 8) Max Uplift3=-143(LC 4),7=-201(LC 4),4=-80(LC 5) Max Grav3=188(LC 1),7=258(LC 18),4=155(LC 3) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-269/200,2-8=0/0,8-9=0/0,9-10=0/0,3-10=0/0,1-7=-312/224 BOT CHORD 7-11=-41/24,6-11=-41/24,6-12=-183/233,12-13=-183/233,13-14=-183/233,5-14=-183/233,4-5=0/0 WEBS 2-6=-46/106,2-5=-240/189,1-6=-215/296 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional);end vertical left exposed;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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 lb uplift at joint 3,201 lb uplift at joint 7 and 80 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. 9)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 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(Of) Vert:1-2=-60,2-3=-60,4-7=-20 Concentrated Loads(Ib) Vert:2=44(F)8=8(F)9=8(F)10=8(F)11=12(F)12=-2(F)13=-2(F)14=-2(F) Job (Truss Truss Type - Qty Ply 7103 EJ088 Half Hip 1 1 A0029996 Job Reference(optional) Bulking Component Supply,seen Cove Springs,FL Run:7.620 s Apr 30 2015 Mint:7.620 s Apr 30 2015 MiTek Industries,I May 27 08:38:23 2015 Pa 1 Page 12-1-2 ID:yc?mdtwzXKngCphrm5?QyazEeSX-44?uYKvpKPatYKtOu J913zDgeu8swS3HrFzCMp_ 310 2 4x6 s 8 9 3 r! Scale=1:17.5 8.00 W /� L, 138#/-100# T1 3x4 VV3 W1 — __ B1 A 8 5 4 3x4= 3x4188#/28# 7 2x4p HR-1_8) 14.8-10 92-f-Z 1$) 12-1-2 312#/-64# 3-4-0 3-4-0 84-08-0 1 Plate Offsets(XtY)- [2:0-1-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.05 5-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:41 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) 3=138/Mechanical,7=312/0-3-8 (min.0-1-8),4=174/Mechanical Max Horz 7=99(LC 12) Max Uplift3=-100(LC 8),7=-64(LC 12),4=-28(LC 12) Max Grav3=138(LC 1),7=312(LC 1),4=188(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-305/150,2-8=0/0,8-9=0/0,3-9=0/0,1-7=-291/190 BOT CHORD 6-7=-141/65,5-6=-182/243,4-5=0/0 WEBS 2-5=-284/213,1-6=-91/252,2-6=0/145 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 7-6-15,Interior(1)7-6-15 to 7-11-4 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint 3,64 lb uplift at joint 7 and 28 lb uplift at joint 4. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A0024997 7103 EJ08C Hatt Hip 1 1 Job Reference(optional) Buiditg Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 ustries,Inc.Wed May 27 08:38:23 2015 Pape 12-1-2 ID:yc?mdtwzXKngCphrm5?OyazEeSX-44?uY fYKtOuEMIbHN68zC4euesyV53HrFzCMp- F-- 5-4-0 8-0-0 5-4-0 2-8-0 2 3 , Scale=1:22.7 4,: T2 6.00 12 )� 78#/-57# 9 T1 3x4 8 W3\V4 W1 • \ ■ y B1 A B 5 234#/-186# 7 4x5= 4 28$-9(0-1-8) 5x6 15-8-10 3E2812588 12-1-2 5-4-0 8.0-0 511-0 I 2-8-0 Plate Offsets(X,Y)— [2:0-1-4,0-1-8],[5:0-3.0,0-2-12] 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 0.54 Vert(LL) 0.07 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.07 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.17 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:44 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 9-8-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=78/Mechanical,7=312/0-3-8 (min.0-1-8),4=234/Mechanical Max Horz 7=140(LC 12) Max Uplift3=-57(LC 8),7=-158(LC 12),4=-186(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-8=-239/231,8-9=-183/239,2-9=-172/248,2-3=0/0,1-7=-269/274 BOT CHORD 6-7=-199/91,5-6=-320/168,4-5=0/0 WEBS 2-5=-306/584,1-6=-135/166,2-6=-356/216 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-4-0,Exterior(2)5-4-0 to 7-11-4 zone;end vertical left exposed;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)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 57 lb uplift at joint 3,158 lb uplift at joint 7 and 186 lb uplift at joint 4. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job (Truss Truss Type Qty__ 'Ply A0029998 7103 EJO8D Half Hip 1 1 Job Reference(optional) Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 2015 MTek Industries,Inc.Wed May 27 08:38:23 2015 Page 1 12-1-2 4-0-0 & ID:yc?mdtwzXK gCphrm5?QyazEO uYKvpKPafYKtOuEMIbHNBizDleuysWS3HrFzCMp- -- 4-0-0 3-4-0 0-8-0 3 4 ■ Scale=1:28.1 3 �T2 ,„ 6.00,12 18#/-13# 3x4 2 9 Ti 3x4 •1 �q r61 7 192#/-169# 5 9A-8(0-1-8) 4x5 3x4-- 416#/-206# 16-8-10 12-1-2 12-1-2 4-0-0 8-0-0 4-0-0 4-0-0 Plate Offsets(X,Y)-- [3:0-2-0,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.03 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.03 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:43 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) 4=18/Mechanical,8=416/0-3-8 (min.0-1-8),5=189/Mechanical Max Horz4=-176(LC 1),8=176(LC 1) Max Uplift4=-13(LC 8),8=-206(LC 12),5=-169(LC 12) Max Grav4=18(LC 1),8=416(LC 1),5=192(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-9=-466/505,2-9=-383/515,2-3=-255/226,3-4=-176/245,1-8=-388/378 BOT CHORD 7-8=-176/3,6-7=-391/214,5-6=0/0 WEBS 2-6=-273/499,2-7=-226/141,1-7=-407/403 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-4-0,Exterior(2)7-4-0 to 7-11.4 zone;end vertical left exposed;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)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 13 lb uplift at joint 4,206 lb uplift at joint 8 and 169 lb uplift at joint 5. 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 Truss Truett Type .01y Ply 1 I A0029999 7103 EJO8E Half HIP 1 1 I Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries.Inc. Wed May 27 08:38:24 2015 Page 1 12-1-2 ID:yc?mdtwzXKngCphrm5?Qy- K.; 1��GZGIgvR5jiW9USaSyu_71MMTNYWNLA?I6orMizCMpz 4.0.0 7-6-0 8 Ike I 4-0-0 I 3-6-0 0-6-0 3 4 Scale=1:28.3 418!/-2079 -4 i 8.00 Di 139/-109 0-3-8(0-1-8) 3x4 2 9 11 3x4 1 tIj B1 = ,i a 7 1830i-1719 8 4x5= 5 2x4 11 3x4= -1- 12-1-2 1 1 9- 4-0-0 8-0-0 I_ 4-0-0 I 4-0-0 Plate Offsets(X,Y)– [3:0-2-0,0-2-8]__ LOADING(psf) SPACING- 2-0-0 7— CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.03 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.03 6-7 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.16 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:43 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) 4=13/Mechanical,8=418/0-3-8 (min.0-1-8),5=192/Mechanical Max Horz4=-177(LC 1),8=177(LC 1) Max Uplift4=-10(LC 8),8=-207(LC 12),5=-171(LC 12) Max Grav4=13(LC 1),8=418(LC 1),5=193(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-9=-470/507,2-9=-388/517,2-3=-258/225,3-4=-177/247,1-8=-390/379 BOT CHORD 7-8=-177/0,6-7=-397/218,5-6=0/0 WEBS 2-7=-227/141,2-6=-278/507,1-7=-410/408 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-6-0,Exterior(2)7-6-0 to 7-11-4 zone;end vertical left exposed;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)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 10 lb uplift at joint 4,207 lb uplift at joint 8 and 171 lb uplift at joint 5. 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 Job — — Truss — buss type — :Ply A0030000 7103 EJO8F Hatt Hip 1 1 "Building Component Supply,Green Cove Springs,FL Run:7.620 s I Job Reference(optional) Apr 30 2015 Pmt:7.620 s Apr 30 1 ek Industries,Inc.Wed Kay 27 08:38:24 2015 Page 1 12-1-2 5$0 ID:yc?mdtwzXKngCphrm5 eSX- vR5jW9USaSyu_7UwHSNXSNLR?I6orM¢CMpz -- 5$0 2-6-0 4x6= Scale=1:25.2 2 3 !■ 6.00 12 , T2 ili E 73#/53# T1 i 3x4 8 1 1 • B1 ME ,MI 111 C. V 6 239#/-190# 7 4x5= 5x6--4 04-8(0-1-8) 15-9-10 3k/A57# 12-1-2 5-6-0 1 8-0-0 I 5-6-0 2-6-0 - Plate Offsets(X,Y)-- [2:0-1-4,0-1-8],[5:0-3-0,0-2-12] 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 0.56 Vert(LL) 0.08 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.08 6-7 >999 180 BC LL 0.0 * Rep Stress Incr YES WB 0.18 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-9-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=73/Mechanical,7=312/0-3-8 (min.0-1-8),4=239/Mechanical Max Horz 7=143(LC 12) Max Uplift3=-53(LC 8),7=-157(LC 12),4=-190(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-8=-232/214,8-9=-174/221,2-9=-165/231,2-3=-0/0,1-7=-268/267 BOT CHORD 6-7=-203/93,5-6=-307/160,4-5=0/0 WEBS 2-6=-377/228,2-5=-313/600,1-6=-118/158 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-6-0,Exterior(2)5-6-0 to 7-11-4 zone;end vertical left exposed;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)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 53 lb uplift at joint 3,157 lb uplift at joint 7 and 190 lb uplift at joint 4. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job hues Truss Type Qty Ply -I— , A0o3o001 7103 EJO8G Half Hip 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 In nc.Wed Ma 27 08:38:24 2015 Page 1 12-1-2 ID:yc?mdtwzXKngCphrm5?QyazEeSX-ZGZGIgvR5jt Syu_7UWKSNY2NLG?I6orMizCMOz I 38 Scale=1:19.9 24x61 9 3 ' I 6.00 Fri 8 r- T2 I1• 133#/-97# 3x4 1 t Ai 1111/1111111111........_. ICI 1 • B1 ■ �� 8 5 189#1-1428 7 3x4= 3x4=4 2>4�g�a 1$) 149-10 12-1=2 12-1-2 312#/-174# 3-6-0 8-0-0 I I -- { 3.6-0 4-6-0 Plate Offsets(X,Y)-- [2:0-1-4,0-1-8j _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(TL) 0.04 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.04 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:41 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 8-4-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing ' be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=133/Mechanical,7=312/0-3-8 (min.0-1-8),4=179/Mechanical Max Horz7=102(LC 12) Max Uplift3=-97(LC 8),7=-174(LC 12),4=-142(LC 12) Max Grav3=133(LC 1),7=312(LC 1),4=189(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-8=-301/399,2-8=-229/405,2-9=0/0,3-9=0/0,1-7=-289/373 BOT CHORD 6-7=-147/67,5-6=-424/239,4-5=0/0 WEBS 2-6=-234/148,2-5=-284/504,1-6=-324/246 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-6-0,Exterior(2)3-6-0 to 7-11-4 zone;end vertical left exposed;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)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 97 lb uplift at joint 3,174 lb uplift at joint 7 and 142 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 Tob Truss Truss Type OW ly P A0030002 7103 EJ27 Jack-Open 4 1 Job Reference(optional) Buidng Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc. Wed May 27 08:38:24 2015 Page�1 101 2 ID:yc?mdtwzXKngCphrazEeSX-ZGZGIgvR5jW W 9USaSyu_7Uw rNDNNb?16orMizCMoz 6-7-8 6-7-8 Scale=1:35.4 386#/-167# 2 6.00 12 93e/-21# 0-5-8(0-1-8) 6 5 T1 4x6 1 IP I ■ Bi 1'I 104#!0# 4 3 3x5 I 10 10-1-2 15-1113 6-7-8 6-7-8 Plate Offsets(X,Y)-- [1:0-3-0,0-1-8],[4:0-2-8,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.06 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.14 3-4 >553 180 BCLL 0.0 * I Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:25 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=373/0-5-8 (min.0-1-8),2=93/Mechanical,3=48/Mechanical Max Horz4=130(LC 19),2=224(LC 12) Max Uplift4=-167(LC 12),2=-21(LC 8) Max Grav4=386(LC 17),2=93(LC 1),3=104(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-307/326,1-5=-293/305,5-6=-267/309,2-6=-259/321 BOT CHORD 3-4=0/0 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-6-12 zone;end vertical lett exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 167 lb uplift at joint 4 and 21 lb uplift at joint 2. 6)Non Standard bearing condition. Review required. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply I A0030003 7103 EJ27A Half Hip Girder 1 1 I Job Reference(optional) Buidng Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.6 s r 30 2015 MiTek Industries,Inc. Wed gay 27 08:38:24 2015 Page 1 ID:yc?mdtwzXKngCphrrn57 SX-ZGZGIgvR5jiW9USaSyu_7Uv&dNToNM9716orM¢C pz 10-1-2 i. 2-7-8 6 7 8 . 2-7-8 4-0-0 Scale=1:27.9 4x5 6.00 12 NAILEff NA ED 7 3 ,r iltri 2x4 I I 116#/-76# 1 r R i t 1=1 1I B1 11 fl �� 8 9 47#/-80# 6 NAILED NAILED 4 0. (0-l-8) 3x4-14.0.6 2f16V271# 10-1-2 2-7-8 6-7-8 2-7-8 4-0-0 Plate Offsets(X,Y)-- [2:0-2-8,0-1-12]_ 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 0.30 Vert(LL) -0.10 5-6 >791 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.25 5-6 >309 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.08 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-7-8 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide.__ REACTIONS. (lb/size) 3=116/Mechanical,4=130/Mechanical,6=244/0-5-8 (min.0-1-8) Max Horz 6=138(LC 8) Max Uplift3=-76(LC 4),4=-80(LC 8),6=-71(LC 4) Max Grav3=116(LC 1),4=167(LC 29),6=256(LC 31) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-70/82,2-7=0/0,3-7=0/0,1-6=-92/73 BOT CHORD 6-8=-91/89,8-9=-91/89,5-9=-91/89,4-5=0/0 WEBS 2-5=-129/133,2-6=-143/97 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 76 lb uplift at joint 3,80 lb uplift at joint 4 and 71 lb uplift at joint 6. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 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=-60,4-6=-20 Concentrated Loads(Ib) Vert:2.18(F)7=4(F)8=0(F)9=1(F) Truss Truss Type Qty 'Ply A0030004 7103 1 EJ27B Half Hip - 1 1 Job Reference(optional) -m -- - — --- ------ Y r30 2015 Print:7620 s Apr 30 2015 MiTek Industries,Inc.Wed y 27 08:38:25 2015 Page 1 Budding Component Supply,Green Cove Springs.FL Run:7.620 s Apr gg 10.1 2 ID: c?mdtwzXKngCphrmS?IeSX-1T7ezW3sOgNneOmOfPDgTU npP6o79tmY0u8zCMf1y 4-7-8 6-7-8 4-7-8 2-0-0 Scale=1:29.8 6.00 12 2 3 4x � T2 III 7 58#1-42# 1 ' 2x4 1l 1 N . 1�r f 61 fli ►0� 2153#/-110# 8 3x4= 4 0-5-8(0-1-8) 3x4 p Q17 2� 10-1 6-7-8 --I 6-7-8 Plate Offsets(X,Y)-- [2:0-2-8,0-1-12] — 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 0.42 Vert(LL) -0.10 5-6 >757 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.26 5-6 >292 180 BCLL 0.0 * Rep Stress Incr YES WB 0.17 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:41 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) 3=58/Mechanical,4=199/Mechanical,6=257/0-5-8 (min.0-1-8) Max Horz6=179(LC 12) Max Uplift3=-42(LC 8),4=-110(LC 12) Max Grav3=58(LC 1),4=213(LC 17),6=257(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-122/173,2-7=-99/181,2-3=0/0,1-6=-153/223 BOT CHORD 5-6=-99/59,4-5=0/0 WEBS 2-5=-179/304,2-6=-208/99 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-7-8,Exterior(2)4-7-8 to 6-6-12 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 3 and 110 lb uplift at joint 4. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type 'Qty Ply 7103 F21 FLOOR 4 2.Job Reference(optional) Buldr g Component Supply.Green Cove Springs,FL Run:7.620 s Apr 30 2015 Pont:7.620 s Apr 30 2015 MTek Industries,Inc. Wed May 27 0015:25 2015 Page 1 10-1-2 ID:yc?mdtwzXKngCphrm5?QyazEeSX-1T7ez0w360gNne0m0fPDgiTRdntY6m39-,mYOu8zCMpy 13-0___- 2-4-6 3-5-8 4--10 5-7-12 _ 6-8-14 -- 8-1-8 — 1-3-4 1-1-2 { 1-1-2 1-1-2 1-1-2 1-1-2 1-4-10 Scale=1:14.7 0.25 12 2x4 II 2 3 19 4 20 5 8 7 8 9 1 — T7 _g v`e —� vwr-2 W —.a vs l �we Aew\ � d B1 18 8x10= 18 15 14 13 12 11 Special 138si/ 17 10 • USP THD26-2 0-5-8(0-1-8) 2298u/-6425 10-1-2 10-1-2 1-0-8 1-3-4 2-4-6 I 3-5-8 4-6-10 I 5-7-12 I 6-8-14 } 8-1-8 1-0-8 0-2-12 1-1-2 1-1-2 1-1-2 1-1-2 1-1-2 1-4-10 Plate Offsets_{X,Y)- f11:0-1-8,0-1-8],[18:0-3-4,0-2-0] - - - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.01 15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.28 Vert(TL) 0.01 16 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.31 Horz(TL) -0.01 11 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:74 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. REACTIONS. (lb/size) 11=138/Mechanical,17=2298/0-5-8 (min.0-1-8) Max Horz 17=9(LC 8) Max Uplift/1=-44(LC 8),17=-642(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-18=-584/1344,1-2=-1082/2454,2-3=-853/1788,3-19=-533/906,4-19=-532/908,4-20=-316/345,5-20=-316/347, 5-6=-157/49,6-7=-97/26,7-8=-1/1,8-9=-0/0,8-11=-57/47 BOT CHORD 17-18=0/0,16-17=-2449/1071,15-16=-1790/848,14-15=-906/528,13-14=-346/313,12-13=-49/154,11-12=-28/96, 10-11=0/0 WEBS 1-17=-2721/1201,2-17=-770/321,2-16=-262/743,3-16=-472/191,3-15=-412/1004,4-15=-441/200,4-14=-297/643, 5-14=-302/161,5-13=-186/381,6-13=-172/105,6-12=-120/131,7-12=-55/77,7-11=-113/32 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. 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.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-1-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)All plates are 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)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 11 and 642 lb uplift at joint 17. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1500 lb down and 657 lb up at 0-1-12 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 Continued on page 2 1 tiss Truss Type —r-CW-.._._.Ply 7103 F21 FLOOR Run:7620 s Apr 30 2015 Print: Job Reference(optional) 4 Buidrp Component Supply.Green Cove Springs.FL 7.620 s Apr 30 2015 Muck Industries,Inc.Wed May 27 08:38:25 2015 Page 2 ID:yc?mdlvvzXKngCphml5?QyazEeSX-1T7eZ W3s0gNne0m0fPDgiTRdntY6m39.mYOu8zCMpy LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-8=-100,8-9=-20,10-18=-20 Concentrated Loads(lb) Vert:18=-1500 Job -Truss Truss Type Qty Ply A0030027 17103 F22 FLOOR 9 Job Reference(optional) Cove Butld'ng Component Supply,Green Cove Spr ngs.FL Run: : c?s Apr 30 2015 Pant:7.620 s Apr 30 1 T7 z0w s0gNr es,Inc. Wed May 27 0m19:m 2015 Page 1 10.1 2 ID:yc?mdlwzXKngCphmtS?QyazEeSX-1 T7ezOw3sOgNne0m01PDgT2dnt76mi9_mY0u8zCMoy 1-3-4 2-4-6 3-5-8 4-6-10 _ 5-7-12 6-8-14 8-1-8 r 1-3-4 1-1-2 1-1-2 1-1-2 1-1-2 1-1-2 1-4-10 Scale=1:14.7 0.25 I 12 2x4 11 2 3 17 4 5 18 6 7 8 1 T1 n �� � �I w4I $ —.n�,■ 1 \W10 -�--w3-� j B, 18 7x8- 14 13 12 11 10 391#/-110# 15 USP JUS24 0-5-8(0-1-8) 549#1-153# 10-1-2 10-1-2 1-0-8 1-3-4 2-4-6 2-4-6 -.__ 3-5-8 4$10 5-7-12 6-8-14 8-1-8 1-0-8 0-2-12 1-1-2 1 1 2 I 1-1-2 I 1-1-2 I 1-1-2 1-4-10 Plate Offsets(X,Y) [16:0-2-12,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) -0.02 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.31 Vert(TL) -0.03 12 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.27 Horz(TL) 0.01 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:37 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: 6-0-0 oc bracing:14-15. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=391/Mechanical,15=549/0-5-8 (min.0-1-8) Max Horz 15=9(LC 8) Max Uplift9=-110(LC 8),15=-153(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-16=-12/12,1-2=-20/31,2-3=-468/136,3-17=-825/245,4-17=-824/245,4-5=-937/297,5-18=-839/289,6-18=-838/289, 6-7=-549/200,7-8=-111,8-9=-64/37 BOT CHORD 15-16=0/0,14-15=-29/11,13-14=-143/466,12-13=-252/824,11-12=-302/936,10-11=-293/838,9-10=-202/548 WEBS 1-15=-32/23,2-15=-448/178,2-14=-168/557,3-14=-274/103,3-13=-123/408,4-13=-172/69,4-12=-57/128,5-12=-47/40, 5-11=-113/36,6-11=-8/80,6-10=-339/106,7-10=-35/188,7-9=-625/231 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-11-12 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 110 lb uplift at joint 9 and 153 lb uplift at joint 15. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard -- y� - J� Truss TtussT 'Ply A0030028 7103 FG01 Roof Special Girder 1 3 Job Reference(optional) _ Budding Component Supply,Green Cove Springs,FL Run:7.620$Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Wed May 27 08:38:26 2015 Page 1 ID:yc?mdtw2XKngCphrM5?OyazEeSX-Vfh0AMxhd KyEPobzaNwSD aY0A29r691Q�F1iy�a210X 10-1-2 1-10-5 3-6-15 5.3-8 7-0-1 ;___--8 8-11 10-3-8 13-5-4 1410 ' 1-10-5 1-8-9 1-8-9 1-8-9 1-8-9 1-6-13 3-1-12 1-5-4 Scale=1:25.0 2x4 11 4)(10 2x4 8 21 1 10 • T2 • • I.7 3x4 I I 4x8= 4x10= 2x4 I I 3x8= 2x4 II M/3 4ildli 1 2 3 4 5 8 5x12- • , B1 ■ W 22 23 24 25 26--__ 27 28 29 18 17 18 15 14 13 12 1761W-1067# A. 19 7x8= 2x4 I I 4x10= 3x6 I 6x8 3x8 it 8x12 MT2OHS= 11 041003-2-7) UtO THDH28-3 8274#/-1034# 10-1-2 10-1-2 1-10-5 i 3-6-15 i_ 5-3-8 7-0-1 8-8-11 10-3-8 13-5-4 14-10-8- { 1-10-5 1 -9 [11 Edge,O-2 1-8-9 1-8-9 1-6-13 3-1-12 1-5-4 Plate Offsets(X,Y)-- [7:0-5-0,0-3-0],[9:0-5-0,0-1-8], -0],[12:0-6-0,0-4-121,[13:0-4-0,0-0-8],[14:0-4-0 0-4 01,[15:0-4-8,0-1-8],[18:0-3-0,0-4-8],[19:0-2-12,0-2-0] _- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.26 14-15 >679 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(TL) -0.59 14-15 >298 240 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr NO WB 0.76 Horz(TL) 0.08 11 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) j Wind(LL) 0.18 14-15 >992 240 Weight:301 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except T2:2x4 SP No.2 end verticals. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* W3,W4:2x4 SP No.2 REACTIONS. (lb/size) 19=5415/0-3-8 (min.0-2-7),11=5654/Mechanical Max Horz 19=97(LC 25) Max Upliftl9=-1034(LC 4),11=-1067(LC 5) Max Gray 19=6274(LC 2),11=6761(LC 2) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-19=-363/37,1-2=-592/95,2-20=-9250/1455,3-20=-9250/1455,3-4=-20682/3238,4-5=-20682/3238,5-6=-22904/3510, 6-7=-22904/3510,7-13=-314/1316,7-8=-373/19,8-21=-547/111,9-21=-547/111,9-10=-85/14,10-11=-148/25 BOT CHORD 19-22=-148519250,18-22=-1485/9250,18-23=-2638/16623,17-23=-2638/16623,17-24=-2638116623,16-24=-2638/16623, 16-25=-3698/23730,25-26=-3698/23730,15-26=-3698/23730,15-27=-3698/23730,14-27=-3698/23730, 13-14=-3113/20204,13-28=-2918/18857,28-29=-2918/18857,12-29=-2918/18857,12-30=-489/2961,11-30=-489/2961 WEBS 2-19=-9918/1558,2-18=-788/4663,3-18=-8446/1321,3-17=-271/1417,3-16=-724/4650,4-16=-338/69,5-16=-3491/494, 5-15=-286/1586,5-14=-980/182,6-14=-343/94,7-14=-494/3093,7-9=-2901/469,7-12=-16687/2555,9-12=-114117130, 9-11=-7186/1188 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: 1 Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)•This truss has been designed for a live load of 20.0psf 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. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1034 lb uplift at joint 19 and 1067 lb uplift at joint 11. 11)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. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Continued on page 2 IJob NTss cuss Type Qty Ply A0030028 7103 .FG01 Roof Special Girder -- 1 - - 3 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7820 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 08:38:27 2015 Page 2 ID:yc?mdtwzXKngCphrm5?QyazEeSX-zrFPO'lyKOe450XA974Rh17YiYaO0aZPRR41 Vz1zCMgw NOTES- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)688 lb down and 296 lb up at 13-5-4 on top chord,and 1 lb down at 0-1-12,746 lb down and 258 lb up at 0-7-12,452 lb down at 1-8-12,801 lb down and 285 lb up at 2-7-12,452 lb down at 3-8-12,818 lb down and 291 lb up at 4-7-12,466 lb down at 5-8-12,818 lb down and 291 lb up at 6-7-12,466 lb down at 7-8-12,818 lb down and 291 lb up at 8-7-12,466 lb down at 8-11-12,502 lb down at 10-1-12,483 lb down at 10-7-4,818 lb down and 291 lb up at 10-7-12,500 lb down at 12-2-12,and 794 lb down and 313 lb up at 12-7-12,and 485 lb down at 14-2-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-7=-234,8-10=-234,11-19=-20 Concentrated Loads(Ib) Vert:19=-1(F)13=-1108(F=-806,B=-302)18=-108(B)17=-108(B)14=-928(F=-806,B=-122)9=-681(F)22=-708(F)23=-787(F)24=-806(F)25=-122(B)26=-806(F) 27=-122(B)28=-153(B)29=-780(F)30=-148(B) 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:1-7=-202,8-10=-202,11-19=-20 Concentrated Loads(Ib) Vert:19=-1(F)13=-1632(F=-818,B=-814)18=-366(B)17=-366(B)14=-1198(F=-818,B=-380)9=-688(F)22=-746(F)23=-801(F)24=-818(F)25=-380(B)26=-818(F) 27=-380(B)28=-413(B)29=-794(F)30=-401(B) 12)Dead+Uninhabitable Attic Storage:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-7=-105,8-10=-105,11-19=-20 Concentrated Loads(Ib) Vert:19=-1(F)13=-1533(F=-548,B=-985)18=-452(B)17=-452(B)14=-1014(F=-548,B=-466)9=-483(F)22=-517(F)23=-536(F)24=-548(F)25=-466(B)26=-548(F) 27=-466(B)28=-500(B)29=-532(F)30=-485(B) IOty _ q JOb TNSS Truss ryes A0030031 7103 FG04 ROOF TRUSS '1 3 Job Reference(optional) Burg onent Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries.Inc.Wed May 27 08:38:27 2015 Pap 1 ID:yc?mdtwzXKngCphnn5n yazEeSX-zrFPOiyKOe450xA974RhIrliiraQyaXYR411 z1zCMow 10-1-2 2-11-6 5-8-15 I 8-6-9 i 11-4-3 14-1-13 16-11-6 18-11-0 19-10-"12 r �2-11-6 2-9-10 2-9-10 2-9-10 2-9-10 2-9-10 1-11-10 0-11-12 Scale=1:33.0 Special 4x10= 3x4= 234 II 3x4 3x8= 3x4- 3x6= 3x8-= 2x4 i 1 2 " - 3 20 4 5 6 21 7 8 4 10 Q 4 T1 ITT _ imim I I' EN i i i I I I iiii111 I i - I I II 11 4059#1-92# MI 22 18 17 16 23 24 t 5 25 1426 27 28 13 29 12 30 31 19 11 4x5 II JUS24 5x10MT20HS= 3x8 JUS24 3x8 JUS24 3x4 THDH26-2 3x6 JUS24 3x8-- 4x5 0-5-8(0-1-9) 5x8 JUS24 JUS24 JUS24 JUS24 JUS24 THDH26.2 39048/ THDH26-2 USP THD26-3 10-1-2 10-1-2 2-11-6 5-8-15 8-6-9 11-4-3 I 14-1-13 16-11-6 19-10-12 2-11-6 2-9-10 2-9-10 2-9-10 2-9-10 2-9-10 2-11-6 Plate Offsets(X,Y)- [2:0-3-0,0-1-8],[7:0-1-12,0-1-8],[8:0-1-12,0-1-8],[9:0-2-12,0-1-8],[12:0-2-12,0-1-8],[13:0-1-12,0-1-8],[14:0-1-12,0-1-8],[15:0-2-8,0-1-8],[16:0-3-0,0-1-8], [18:0-2-0,0-2-8] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (10c) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.41 14-15 >576 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.93 14-15 >253 240 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr NO WB 0.88 Horz(TL) 0.07 11 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Wind(LL) 0.27 14-15 >879 240 Weight:331 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except BOT CHORD 2x6 SP No.1`Except* end verticals. B2:2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* W2,W3:2x4 SP No.2 REACTIONS. (lb/size) 19=3904/0-5-8 (min.0-1-9),11=4059/Mechanical Max Upliftl9=-34(LC 4),11=-92(LC 5) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-19=-3404/3,1-2=-9497/171,2-3=-16128/345,3-20=-18796/346,4-20=-18796/346,4-5=-18796/346,5-6=-19296/360, 6-21=-19296/360,7-21=-19296/360,7-8=-1 5982/335,8-9=-10028/223,9-10=-270/14,10-11=-76/0 BOT CHORD 19-22=-2/611,18-22=-2/611,17-18=-171/9497,16-17=-171/9497,16-23=-345/16128,23-24=-345/16128, 15-24=-345/16128,15-25=-360/19296,14-25=-360/19296,14-26=-335/15982,26-27=-335/15982,27-28=-335/15982, 13-28=-335/15982,13-29=-223/10028,12-29=-223/10028,12-30=-62/3459,30-31=-62/3459,11-31=-62/3459 WEBS 1-18=-179/9392,2-18=-2718/0,2-16=-185/7008,3-16=-1474/0,3-15=-136/2820,4-15=-460/0,5-15=-529/94,5-14=-422/0, 7-14=-159/3503,7-13=-1641/0,8-13=-118/6293,8-12=-2477/0,9-12=-179/7306,9-11=-4861/74 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 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;8=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 34 lb uplift at joint 19 and 92 lb uplift at joint 11. 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 JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-8-0 from the left end to 17-8-0 to connect truss(es)F22(1 ply 2x4 SP)to front face of bottom chord. 13)Use USP THDH26-2(With 16d nails into Girder&16d nails into Truss)or equivalent spaced at 6-2-0 oc max.starting at 6-7-0 from the left end to 18-11-0 to connect truss(es)F21 (2 ply 2x4 SP)to front face of bottom chord. Continued on page 2 7103 T26 russ LF HIP GIRDER 1 A0030062 7 Truss LF Type I Qfy Ply Job Reference(optional) Building Component Supply,Green Cove Spnngs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 08:38:41 1015 Page 2 I D:yc?mdtwzXKngCphnn5?QyazEeSX-ZY5hKU665xr5i5Fry0hzK47HkDIQszhVf FQETDzCMai NOTES- 14)Use USP THDH28-3(With 16d nails into Girder&16d nails into Truss)or equivalent at 17-4-4 from the left end to connect truss(es)FG01 (3 ply 2x6 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 0-1-8 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:1-3=-60,3-5=-60,6-7=-60,8-14=-20 Concentrated Loads(Ib) Vert:9=-5634(B)14=-1(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:1-3=-50,3-5=-50,6-7=-50,8-14=-20 Concentrated Loads(Ib) Vert:9=-6741(B)14=-1(F) 12)Dead+Uninhabitable Attic Storage:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-20,3-5=-20,6-7=-20,8-14=-20 Concentrated Loads(lb) Vert:9=-5447(B)14=-1(F) lob Truss -Truss Type Qty Ply A00300631 7103 T27 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply,Green Cove Springs.FL -- - Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 Mi Tek Industries.Inc. Wed May 27 0838:41 2015 Page 1 t2 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-ZY5hKU665xr5i5�r 4pzK47DoDCDsuYVfFQETDzCMoi 126-0 -----5-8-0 42 11-3-4 16-10-8 21-4-8 26-2-0 1-6-0 42-0 11104 4-9-0 I 5-7-4 i - 4-6-0 4-9-8 2x4 I I Scale:3/16-=1' 8 3x4 3.0011-I 4x5= pNAILED 8 r 6.00 12NAILED / A 2x4 II 3x4= 5 4x5 4x5= 2 3x4 NAI ED 4 "�71�Y11 .�'� 4 1141 1=il g pp15 14 18 19 20 p1311 /23o 24 q a 0.38-1-8)x8= 4x97-1 1'�.-'J :V .1 :K = N 205#/- .ED NAILED 1046#/-4161 7;7;74 12 10 USP JUS24 NAILED 3x4-- 3x4= 3 = 3x4= 12-1-2 14 10-1.2 1.60, 5-8-0 5.10-0} 1134 I 1610.8 I 21-4-8 262-0 1-6-0 ' 4-2-0 0-2-0 4-9-0 5-7-4 460 I 4-9-8 0-8-4 Plate Offsets(X,Y)— [9:0-1-12,0-1-8] 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 0.39 Vert(LL) -0.29 9-10 >789 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.73 10-12 >317 180 BCLL 0.0 * Rep Stress Incr NO WB 0.72 Horz(TL) -0.01 9 n/a n/a BCDL 10.0 Code FBC2010/fPI2007 (Matrix-M) Weight:174 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. B3:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:14-15. WEBS 1 Row at midpt 8-9,7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=769/Mechanical,15=205/0-3-8 (min.0-1-8),13=1046/0-7-12 (min.0-1-8) Max Horz 15=363(LC 8) Max Uplift9=-256(LC 21),15=-122(LC 6),13=-416(LC 8) Max Grav9=866(LC 13),15=205(LC 1),13=1046(LC 1) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-203/133,2-16=-175/111,16-17=-175/111,3-17=-175/111,3-4=-306/69,4-5=-281/76,5-6=-704/0,6-7=-777/32, 7-8=-80/42,8-9=-112/77,1-15=-226/128 BOT CHORD 15-18=-340/75,14-18=-340/75,14-19=-87/77,19-20=-87/77,13-20=-87/77,12-21=-180/529,21-22=-180/529, 11-22=-180/529,10-11=-180/529,10.23=-113/340,23-24=-113/340,9-24=-113/340 WEBS 2-14=-65/90,3-14=-326/134,5-12=-800/264,5-10=0/218,6-10=-425/157,7-10=-81/731,7-9=-706/241,1-14=-167/222, 12-13=-158/691,4-13=-184/121,3-13=-183/165 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional);end vertical left exposed;porch 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,with BCDL=10.0psf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 256 lb uplift at joint 9,122 lb uplift at joint 15 and 416 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)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-6=-60,6-8=-60,13-15=-20,9-12=-20 Concentrated Loads(Ib) Vert:2=38(B)16=5(B)17=4(B)18=10(B)19=-3(B)20=-2(B) Job Truss Truss Type — Ply 7103 T28 Roof Special 1 1 Job Reference(optional) A00300641, Guiding Component Supply,Green Cove Springs.FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 08:38:42 P015 Page 1 1 ID:yc?mdtwzXKngCphrms?QyazEeSX-1Id4Xg71 A(Fg1WkCCsHgNtdWPbRZfuv9o?fzCMob 6-2-9 11-9-5 16.3-5 I 21-0-13 9-4 5-5-5 5-6-12 4-6-0 4-9-8 2x4 Scale:3/16'=1' 6.00112 5 3x4 13 . 4 r 3.0011-2- 4x5 3 „ 3x4� :z 2 5x12= 12 s Wt3 1 s � 6x8= 11 1 I 8 14 15 g 0-7-0(0-t-8) B — — — B3- 800#/-148# 881 -293# 10 9 7 6 2x4 3x4 3x4 3x8 3x4-- 12444 10-1.2 0-66-s-s• 6-2-9 • 550-2 + 9-3-8 ---- USP JUS24 0-8-14 Plate Offsets(X,Y)-- [1:0-1-8,0-2-12],[6:0 1-12,0-1-8] 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 0.51 1 Vert(LL) -0.37 6-7 >651 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.72 6-7 >334 180 BCLL 0.0 • Rep Stress Incr YES WB 0.35 Horz(TL) -0.04 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:157 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. B1:2x4 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:6-7. OTHERS 2x10 SP No.2 WEBS 1 Row at midpt 5-6,4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=800/Mechanical,11=800/0-7-0 (min.0-1-8) Max Horz 11=298(LC 12) Max Uplift6=-293(LC 12),11=-148(LC 8) Max Grav6=880(LC 17),11=800(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-12=-703/39,2-12=-634/47,2-3=-709/27,3-4=-781/93,4-13=-82/0,5-13=-60/45,5-6=-112/116 BOT CHORD 10-11=0/104,1-11=-746/185,9-10=-176/96,8-9=-289/650,7-8=-289/650,7-14=-145/342,14-15=-145/342,6-15=-145/342 WEBS 2-9=-375/140,2-7=-28/123,3-7=-425/166,4-7=-168/735,4-6=-706/309,1-9=-141/767 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-11-0 to 3-11-0,Interior(1)3-11-0 to 20-11-1 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,with BCDL=10.0psf. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)11 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 293 lb uplift at joint 6 and 148 lb uplift at joint 11. 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 -- Oty Ply A0030065 7103 1T29 Roof Spada! 4 1 !Job Reference(optional)_---____- Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 08:38:42 2015 Page 1 12-1-2 12-1-2 ID:yc?mdtwzXKngCphnns?OyazEeSX-1kf4Xg7ksFzyKFptt(w CCsHgMfdWMbR5fuv9o?fzCMoh 5-1-0 10.8-0 16-10-8 21-4-8 26-2-0 5-1-0 5-5-0 6-4-8 4-6-0 4-9-8 2 x 4 I I Scale:3/16"=1' 6.0012 7 18 3.00 12 8 4x5 s 5 9 000,00:r. ,? 3 4 _y P 0. eff 0 2 4 . v 17 1 Ael o t3 6 Ji 141 t 13 10 19 20 to 0-3-M-1-8) 0-5-8(0-1-8) - - _ lc"' 1866##/-4 1070#i-406# B - f� soafw=2ilx 12 11 9 8 2x4 3x8= 12-1-2 12-1-2 10-1-2 4-7-0 5-1-0 10-6-0 16-10-8 26-2-0 USP JUS24 4-7-0 0-6.0 5-5-0 6-4-8 9-3-8 Plate Offsets(X,Y)-- [1:0-0-0,0-1-7],[1:0-3-2,0-8-4],[2:0-1-4,0-1.8],[5:0-2-4,0-2-01,[8:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.38 8-9 >660 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.73 8-9 >344 180 BCLL 0.0 * Rep Stress Incr YES WB 0.38 Horz(TL) -0.01 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:168 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 1-4-12 oc bracing:8-9. WEDGE WEBS 1 Row at midpt 7-8,6-8 Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 In sta_llatio_n guide. REACTIONS. (lb/size) 8=826/Mechanical,1=186/0-3-8 (min.0-1-8),13=1070/0-5-8 (min.0-1-8) Max Horz 1=360(LC 12) Max Uplift8=-271(LC 12),1=-46(LC 8),13=-406(LC 12) Max Grav8=904(LC 17),1=186(LC 1),13=1070(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-17=-271/104,2-17=-263/119,2-3=-753/0,3-4=-755/0,4-5=-705/0,5-6=-829/66,6-18=-82/0,7-18=-61/45,7-8=-113/117 BOT CHORD 1-13=-288/147,12-13=0/99,2-13=-944/377,11-12=-6/18,10-11=-203/697,9-10=-203/697,9-19=-131/354, 19-20=-131/354,8-20=-131/354 WEBS 2-11=-240/834,3-11=-378/187,3-9=-17/93,5-9=-469/179,6-9=-123/785,6-8=-732/280 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 26-0-4 zone;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are 3x4 MT20 unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 271 lb uplift at joint 8,46 lb uplift at joint 1 and 406 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 'Truss Truss Type Qty PTY I A00300661 7103 T30 Roof Special 1 1 JI Job Reference(optional) Budding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 0838:42 2015 Page 1 12-1-2 12-1-2 ID:yc?mdtwzXKngCphrm5?QyazEeSX-1 kf4Xg7ksFzyKFr(AIICCsHgMhd W h MbR8fuv9o?fzCMo 5-10-0 10-6-0 16-10-8 21-4-8 _ __ 26-2-0____ I 5-10-0 10-0 I 4-8-0 6 4 8 I 4-6-0 4-9-8 1 2x4 I I Scale:3/16'=' 6.00112 7 • 3x4 41•:00000001 3.00112 6 1 44 3x4 5 3x4= 3 4 W7 3x4 ° 2 .. 18 W4 • 1 q v 13 4 \\ 20 21 ?d . 0-3-8A1-8) 0-T-12('- :)_. •- N° B3 — B4 . `:4 149#/-43# 11264/-420# 887#-265# 12 11 10 8 2x4 i 3x4= 3x4= 3x4 12-1-2 12-1-2 3x8= 10-1-2 5-1-0 5-10-0 10-6-0 16-10.8 _ 26-2-0 USP JUS24 3-1_0 6-9-6 4 8-0 6-4-8 1 9-3-8 Plate Offsets(X,Y)-- [2:0-1-12,0-1-8],[5:0-2-4,0-2-0],[8:0-1-12,0-1-8],[13:0-2-12,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.38 8-10 >656 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.72 8-10 >343 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(TL) -0.01 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:171 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. B1:2x6 SP No.2,B2:2x4 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:8-10. WEBS 1 Row at midpt 7-8,6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=807/Mechanical,1=149/0-3-8 (min.0-1-8),14=1126/0-7-12 (min.0-1-8) Max Horz 1=360(LC 12) Max Uplift8=-265(LC 12),1=-43(LC 8),14=-420(LC 12) Max Grav8=887(LC 17),1=149(LC 1),14=1126(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-18=-304/137,2-18=-298/152,2-3=-679/0,3-4=-727/0,4-5=-680/0,5-6=-800/58,6-19=-8110,7-19=-61/45,7-8=-1131117 BOT CHORD 1-14=-230/88,13-14=-71/24,12-13=0/85,2-13=-903/343,11-12=-17/69,10-11=-184/632,9-10=-127/345,9-20=-127/345, 20-21=-127/345,8-21=-127/345 WEBS 2-11=-2231744,3-11=-398/191,3-10=0/122,5-10=-466/178,6-10=-113/753,6-8=-713/271 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 26-0-4 zone;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 265 lb uplift at joint 8,43 lb uplift at joint 1 and 420 lb uplift at joint 14. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply • i A0030067' 7103 T31 Roof Special 1 1 Job R e fer ence ioptional) J Budding Component Supply,Green Cove Springs,FL Run:7.620 s g Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 0838:422015 Pape 1 12-1-2 2-1-2 ID:yc?mdtwzXKngCphrm5?QyazEeSX-1 kf4Xg7ksFzyKfa.111/pkCCsHgNudX2bO8fuv9o?fzCMtt O 12 16-10-8 21-4-8 26-2-0 12-4-0 I 4.8.8 4-6-0 4-9-8 2 x 4 I I Scale:3/16'=1' 6.00W 7 3x4 18 3.00 12 6 K 4x5 s 3x4 a 3x4. 4 ��� 3x4 II ��� L a_ 2 1 0 3x5 12 19 20 21 9 22 '6 . 0-3-8(0-M),_ 0.7-12(1, :)--. B3 — Q B4 _ 254#/-98# 1100#/-451# 833#/-238# 11 10 8 3x5- 3x8= 3x5 3x4 12-1-2 12-1-2 10-1-2 7-1-0 7;10.0 16-10-8 USP JUS24 7-1-0 0-9-0 9-0-8 9-3-8 Plate Offsets(X,Y)-- [1:0-0-12,0-1-8],[8:0-1-12,0-1-8],[11:0-1-12,0-1-81,[12:0-2-8,0-0-12]_ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.34 8-10 >648 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.63 8-10 >353 180 BCLL 0.0 ' Rep Stress Ind- YES WB 0.57 Horz(TL) -0.02 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:167 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. B1:2x6 SP No.2,B2:2x4 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:8-10. WEBS 1 Row at midpt 7-8,6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=728/Mechanical,1=254/0-3-8 (min.0-1-8),13=1100/0-7-12 (min.0-1-8) Max Horz 1=360(LC 12) Max Uplift8=-238(LC 12),1=-98(LC 8),13=-451(LC 12) Max Grav8=833(LC 17),1=254(LC 1),13=1100(LC 1) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-17=-287/72,2-17=-280/83,2-3=-307/42,3-4=-298/61,4-5=-636/0,5-6=-710/7,6-18=-81/0,7-18=-60/45,7-8=-112/116 BOT CHORD 1-13=-255/117,12-13=-79/107,11-12=-136/579,2-12=-370/221,11-19=-134/498,19-20=-134/498,10-20=-134/498, 10-21=-111/320,9-21=-111/320,9-22=-111/320,8-22=-111/320 WEBS 4-11=-627/221,4-10=0/185,5-10=-380/136,6-10=-50/647,6-8=-660/236 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 26-0-4 zone;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 238 lb uplift at joint 8,98 lb uplift at joint 1 and 451 lb uplift at joint 13. 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 i Truss Type Qty 'Ply — — A0030068' 7103 732 M onopiI h 8 1 Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 08:38:43 2015 P e 1 12-1-2 ID:yc?mdtwzXKngCphrm5?QyazEeSX-VwDSIA8McY5pxPOE3RjRPVCaI1 1Kpio7ZvL(pjC Aog 5-9-15 11-11-0 5-9-15 I— 6-1-1 — Scale=1:19.8 3 M 3.00 Fil 10 3x4 2 11111 1 W3 9 W1 1 Q n■ a + DB1 A 5 4 3 x 8 I I 2 x 4 I I 471#/-334# 3x4= 4x5 0-31g(6:?-8) 12-1-2 471#/-294# 5-9-15 11-11-0 USP JUS_24 • 5-9-15 6-1-1 Plate Offsets(X,Y)-- [1:0-3-2,0-8-4],[1:0-0-0,0-1-7],[4:0-2-8,0-2-8]_ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) lidefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.11 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.11 4-5 >999 180 BCLL 0.0 ' Rep Stress Ind' YES WB 0.68 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) i Weight:53 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-1-6 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 Ins ta_llation guide. REACTIONS. (lb/size) 4=471/Mechanical,1=471/0-3-8 (min.0-1-8) Max Horz 1=133(LC 8) Max Uplift4=-334(LC 8),1=-294(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-9=-974/1063,2-9=-914/1070,2-10=-81/7,3-10=-33/14,3-4=-153/137 BOT CHORD 1-5=-1128/919,4-5=-1128/919 WEBS 2-5=-365/242,2-4=-925/1138 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4f1;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-9-4 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 334 lb uplift at joint 4 and 294 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 A0030069 7103 T33 Monopitth Supported Gable 1 1 Job Reference(optional) J Belding Component Supply,Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print 7.620s Apr 30 2015 l lTek Industries Inc.Wed May 27 08:38:43 2015 Pagel 12-1 2 ID:yc?mdlwzXKngCphrm5?QyazEeSX-VwDSIA8McY5pxPdE3RjRPVCd513iKyyo7ZvLX5zCry log 11-11-0 11-11-0 Scaler 1:18.7 7 3.00 12 17 6 . 5 7 4 : �J, 3 : W1 2 . ST6 78 . ST5 ST4 ST2 ST3 ST1 1 B1 15 14 13 12 11 10 9 3x4 12-1-2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.09 Horz(TL) -0.00 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:52 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 ' MiTek recommends that Stabilizers and required cross bracing i be installed during truss erection,in accordance with Stabilizer Installation guide. ; REACTIONS. (lb/size) 1=115/11-11-0 (min.0-1-8),9=40/11-11-0 (min.0-1-8),10=108/11-11-0 (min.0-1-8),11=108/11-11-0 (min.0-1-8),12=101/11-11-0 (min.0-1-8), 13=130/11-11-0 (min.0-1-8),14=8/11-11-0 (min.0-1-8),15=303/11-11-0 (min.0-1-8) Max Horz 1=129(LC 8) Max Uplift1=-8(LC 8),9=-16(LC 8),10=-34(LC 8),11=-38(LC 8),12=-36(LC 8),13=-44(LC 8),14=-4(LC 8),15=-105(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-16=-192/57,2-16=-184/67,2-3=-133/35,3-4=-126/39,4-5=-101/28,5-17=-79/18,6-17=-76/21,6-7=-47/13,7-8=-13/5, 8-9=-30/48 BOT CHORD 1-15=-2/1,14-15=-2/1,13-14=-2/1,12-13=-2/1,11-12=-2/1,10-11=-2/1,9-10=-2/1 WEBS 7-10=-81/128,6-11=-81/120,5-12=-77/76,4-13=-94/100,3-14=-23/17,2-15=-217/290 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-4-3 to 3-4-3,Exterior(2)3-4-3 to 11-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/7P11. 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 8 lb uplift at joint 1,16 lb uplift at joint 9,34 lb uplift at joint 10,38 lb uplift at joint 11,36 lb uplift at joint 12,44 lb uplift at joint 13,4 lb uplift at joint 14 and 105 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 Fob Truss Truss Type Qty .Ply A0030070 7103 T34 Hip Girder 1 1 - Job Reference(optional) Building Component Supply,Green Cove Springs,FL Run:7620 s Apr 30 2015 Print:7.620 s Apr 30 2015 Mirek Industries,Inc.Wed May 27 08:38:44 2015 Page 1 20-7-0 ID:yc7mdtwzXKngCphrm57 QyazEeSX-z7ngyW9_NsDgZZzQdBFgxilhzREp3L7y12&e YzCMof 2-9-4 5-4-12 6-8-12 8-0-12 9-442 10-8-12 i 12-0-12 13-4-12 16-0-4 18-9-8 2-9.4 I 2-7-8 - ' 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 2-7-0 2-9-4• 41' 12„ '42 Scale=1:33.0 10 4x• 14 ._ 8 1 I 16 NAILE 1 I s 18 AILED 4x5 4x5 r 6 I NAILEDW6 NAIL I 4x5= 6.00 12 7 W5 yyq �x5-= NAILED I-le , t1 NAILED 15 IA��c� NA D 5x6 *rai I I • I ' ■ I I ,_ 13_,--.1 3 I: • I I -�tia1 5x8 � 21 2 T q 1 ` 22 ;Ilrimm. 001111111111 1 10 Ai -.111111111111414. 1;" ■ I . 1[L- 81 I I I fill I I 62 1 {:1 ■ 2 26 35 36 37 25 38 24 39 23 4x12 NAILED NAILED NAILED 3x8 3x4= NAILED NAILED 4x12 0-3-8(0-1-8) NAILED NAILED NAILED NAILED NAILED 0-3-8(0-1-8) 858#/-596# 858#/-596# 20-7-0 20-7-0 2-9-4 9-4-12 16-0-4 18-9-8 • 2-9-4 6-7-8 6-7-8 2-9-4 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[3:0-2-8,0-1-8],[4:0-3-11,0-2-4],[19:0-0-13,0-2-4],[20:0-2-8,0-1-81,[22:0-8-7,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.18 25-26 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.23 25-26 >993 180 BCLL 0.0 • Rep Stress Incr NO WB 0.35 Horz(TL) 0.04 22 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:130 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-2 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):11,7,15 SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 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=858/0-3-8 (min.0-1-8),22=858/0-3-8 (min.0-1-8) Max Horz 1=102(LC 7) Max Uplift 1=-596(LC 8),22=-596(LC 8) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-429/307,2-3=-1186/891,3-4=-1498/1135,4-5=-1026/843,5-7=-1026/843,7-9=-1026/843,9-11=-1026/843, 11-13=-1026/843,13-15=-1026/843,15-17=-1026/843,17-19=-1026/843,19-20=-1498/1135,20-21=-1186/891, 21-22=-429/307,4-40=-566/372,6-40=-529/364,6-8=-529/387,8-10=-5101402,10-41=-513/443,12-41=-479/436, 12-42=-479/436,14-42=-513/443,14-16=-510/402,16-18=-529/387,18-43=-529/364,19-43=-566/372 BOT CHORD 1-26=-728/1001,26-35=-729/1003,35-36=-729/1003,36-37=-729/1003,25-37=-729/1003,25-38=-729/1002, 24-38=-729/1002,24-39=-729/1002,23-39=-729/1002,22-23=-728/1001 WEBS 3-26=-53/128,3-25=-367/521,11-25=-136/143,20-25=-367/521,20-23=-53/128,11-12=-214/285,5-6=-39/38,7-8=-43/38, 9-10=-95/84,13-14=-95/84,15-16=-42/38,17-18=-40/38 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 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 596 lb uplift at joint 1 and 596 lb uplift at joint 22. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,19-20=-60,20-22=-60,27-31=-20,4-12=-60,12-19=-60 Continued on page 2 Job Truss Truss Type 1Qty Ply I A0030070I 7103 T34 Hip Girder 1 1 i Job Reference(optional) Bug Component Supply,Green Cove Sprirgs,FL Run:7920 s Apr 30 2015 Print.7.620 s Apr 30 MiTek Industries,Inc.Wed May 27 08:38:44 2015 Page 2 I D:yc?mdtwzXKngCphrm5?QyazEeSX-z7ngyVV9_NsDgZZzQd8FgxilhzREp3L7yLDev3YzCMOf LOAD CASE(S) Standard Concentrated Loads(lb) Vert:20=-21(B)24=-10(B)26=-22(B)3=-21(B)23=-22(B)8=-11(B)16=-11(B)35=-10(B)36=-10(B)37=-10(B)38=-10(B)39=-10(B)40=-11(B)41=-11(B)42=-11(B) 43=-11(B) 1 ----- - Job Truss fruss Type Qty Ply A0030071 7103 T35 Common 2 Job Reference(optional) Bulking Component Supply.Green Cove Spings,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MTek Industries,Inc.Wed May 27 08:38:44 2015 Page 1 I D:yc?mdtwzXKngC phm15?QyazEe SX-z7ngyW 9_NsDgZZzQdBFgxilkY RGc3M1yLDeSyQ/lof 20-7-0 7-4-12 9-4-12 I __ 11-4-12 18-9-8 I 7-4-12 2-0-0 2-0-0 7-4-12 Scale=1:31.1 2x4 a 2x4// 5 8.00 F12 3 19 •� 11 20 21 1 18 5x 5x8% 8 8 2 , 7 11 �, 1$ �r' 62 . 1 9 8 3x8= 3x4 4x10 4x10 1 0-3-8(0-1-8) 0-3-8(0-1-8)0-7-0 320.7-0 20-7-0 752#/-197# 752#/-197# 9-4-12 I 18-9-8 9-4-12 9-4-12 Plate Offsets(X,Y)-- [1:0-3-4,0-0-2],[7:0-8-3,0-0-2] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.09 9-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.24 9-12 >942 180 BCLL 0.0 • Rep Stress Incr YES WB 0.27 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 1=752/0-3-8 (min.0-1-8),7=752/0-3-8 (min.0-1-8) Max Horz 1=-110(LC 10) Max Uplift1=-197(LC 12),7=-197(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-476/0,2-18=-980/344,18-19=-893/348,3-19=-828/364,3-4=-817/379,4-5=-817/379,5-20=-828/364,20-21=-893/348 ,6-21=-980/344,6-7=-476/0 BOT CHORD 1-9=-251/798,8-9=-215/798,7-8=-251/798 WEBS 4-9=-366/714,5-9=-320/253,3-9=-320/253 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=lolmph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-4-12,Exterior(2)9-4-12 to 12-4-12 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 20.0psf 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 197 lb uplift at joint 1 and 197 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 .Qty Ply A0030072 7103 T38 Common 1 Job Reference(optional) Building Component Supply Green Cove Springs,FL Run:7.620 s Apr 30 2015 Print:7.620 s Apr 30 2015 MiTek Industries.Inc.Wed May 27 08:38:44 2015 Paget 20-7-0 I0:yc?mdtwzXKngCphrm5?QyazEeSX-z7ngyW9 NsDgZZzQd8Fgxil/tRFj3MgyLDeSQ/kof I 7-7-8 9-7-8 11-7-8 19.3-0 7-7-8 I 2-0-0 2-0-0 7-7-8 4 Scale=1:31.5 2x4\\ `1j— 2x4 3 5 8.00 12 79 % �1 20 1 T 21 18 5x6 5x8 8 2 at** 7 4 11�� — W 10. d t� B1 - - _� .r.. B2 - 1 ,� ..- 9 8 3x4— 4x10 I 3x8= 4x10 .I 0-5-8(0-1-8) 0-5-8(0-1-8) pp�� 7 770#%7282# 7 -2 2# 9-7-8 - 19-3-0 —I 9-7-8 Plate Offsets(X,Y)- [1:0-2-4,0-2-0],[7:0-5-13,0-2-0j 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 0.47 Vert(LL) -0.10 8-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.27 8-12 >861 180 BCLL 0.0 * Rep Stress Incr YES WB 0.30 Horz(TL) 0.04 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:91 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=770/0-5-8 (min.0-1-8),7=770/0-5-8 (min.0-1-8) Max Horz 1=-113(LC 10) Max Uplift 1=-202(LC 12),7=-202(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-623/0,2-18=-1034/358,18-19=-949/362,3-19=-877/378,3-4=-867/394,4-5=-867/394,5-20=-877/378, 20-21=-949/362,6-21=-1034/358,6-7=-623/0 BOT CHORD 1-9=-290/849,8-9=-226/849,7-8=-290/849 WEBS 4-8=-391/794,5-8=-351/265,3-8=-351/265 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-7-8,Exterior(2)9-7-8 to 12-7-8 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 20.0psf 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 202 lb uplift at joint 1 and 202 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 'Qty ;Ply A0030073 7103 137 Roof Special 1 1 Job Reference(optional) j Building Component Supply,Green Cove Springs,Fl. Run:7.620 s Apr 30 2015 Print 7.620 s Apr 30 2015 MiTek Industries,Inc.Wed May 27 08� 1 ID:yc?mdtwzXKngCphrm5?QyazEeSX-RIC9rA 8ALXBIYcBsmvUwluprbA a-''22UQTT 20.7-0 1-8-12 5-11-12 10-2-12 12-2-12 19-10-4 • 1-8-12 + 4-3-0 I 4-3-0 I 2-0-0 I 7-7-8 i 4 Scale=1:33.5 �M 214// 6.00 rli 5 4x5 16 •1 17 3 1 W5 18 3x4= 4x5= 5x8 � Hi 6 w T1 Il, , 7 N 81 � 82 . Id. 788#/-208# 10 9 8 11 3x4= 2x4 3x8= 3x8= 4x10 II 0-5-8(0-1-8) W THD26 78¢6296# 1-8-12 10-2-12 19-10-4 1-8-12 8-6-0 9-7-8 Plate-Offsets(X,Y)— [7:0-5-13,0-1-12],[10:0-2-12,0-1-8] 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 0.46 Vert(LL) -0.11 8-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.29 8-14 >816 180 BCLL 0.0 • Rep Stress Incr YES WB 0.46 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:102 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Right 2x8 SP No.2 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) 11=788/Mechanical,7=788/0-5-8 (min.0-1-8) Max Horz 11=-107(LC 10) Max Uplift/1=-208(LC 12),7=-206(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-11=-817/206,1-2=-948/233,2-3=-1181/344,3-16=-905/327,4-16=-837/345,4-5=-899/399,5-17=-910/386, 17-18=-981/369,6-18=-1067/365,6-7=-639/0 BOT CHORD 10-11=-99/111,9-10=-300/999,8-9=-300/999,7-8=-293/877 WEBS 1-10=-281/1202,2-10=-658/244,3-10=0/187,3-8=-325/214,4-8=-259/657,5-8=-339/250 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-8-12,Interior(1)1-8-12 to 10-2-12,Exterior(2)10-2-12 to 13-2-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 208 lb uplift at joint 11 and 206 lb uplift at joint 7. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard