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LUMBER SPECIFICATIONS TRUSS SPAN 28'- .00' TP102/U9C9I UNCLE MEMBER FCACES 00 -
LOAO DURATION INCREASE • 1.00 T 1- -1458 8 1. 0 5 I. 1080 N 0- -1231 co
S1ZE SPECIE RUDE PANEL 19/ SPACED 18.0' O.C. 7 a- -4188 8 a- 8322 w !- -8101 M10- 17:89 W
• TOP CHORDS: • 1 8• -6084 8 3• 5310 •I le 1354 411- -2106
2x • R 2400F 1- 7 L0AOWN0 1 4• -6088 8 4- 5115 N 4• ••1313 212• 2144 en
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COTTON CI$OA69. L.L. I 50.0) /OL t 30.0) ON TOP 011347 • 80.0 PSF T 842 -4879 8 6- 5738 M 50 497 K13' •1987 ..
21 4 RIR 2100E 1- 9 OL 04 ' BOTTOM CHOW • 5.0 PSF 1 5- -1778 9 8- 3479 M 8- -418 1174• -84 A
MESS: TOTAL LOAD • 05.0 IMF T T. 54 8 7- •54 M 7• -971 Ml8- 4 tD
24 • OF 11 1. 12 0 8- 0 K I. 422
2x 4 DT STAND 2- 41.13 -19 -11
T{ LATERAL SLAPP0R7 c WIT . 17'OC. VON. IT CANT • � -1 1481 p
LB • 177! RIOMT . 3,.
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LOAD °ORATION INNH • 1.00 1 1- '151/11 '151/11 '151/11 N 0 1• 0 W 1• 2055 8• 474 1D
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' SIZE SPECIE GRADE PANEL(SJ SPACED 19.0' 0.C. 1 2• -4824 8 2- 3095 W 2- -2414 W 9- -1299 O
TOP CHORDS 1 3■ -0308 9 3• 15919 W A- 1331 K10. 1360
21 4 $A 2400F 1- 8 LOADING 1 L. -8222 8 4• 805» K an - 1200 K11- -2175 '
1 SOTTISH CHM& LL ( 50.0140i ( 30.0) ON TOP CHORD • 00.9 4411: • T b- -47,5 B tM 9958 tt 5- 455 1112• 2097 cn
1 2z 4 HSI 2400F 1- 7 01. ON BOTTOM • s.0 PSC 1 8- -1707 3 5• 3519 W 0• •4 8• 03 N1 -1350 A
i MESS: TOTAL LOAD - 85.0 P5F 9 70 0 K 7- -422 w
21 4 OF tl 1.12
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LLSFT • 1022 810117 • 1305 -n
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LOAD DURATION II CRE88E • 1.00 7 1- -1460 0 1- 0 M 1- 1942 M 8• 23 tD cn
SIZE WEC1E 01140E • PANEL MI SPACED 16.0 O.C. • 7 e• -4701 9 e• 1391 - M 20 -2202 X 0. -748
TOP CHORDS: T 9■ -6615 8 9• 8870 " If 9• 1587 K10• 706
22 4 OF 21 1. 2, 6. 7 LOADINO T 4- -7292 N •■ T173 M 4■ -1521 1UP. - 1671 CO
• 2x 4 OF ISCBTR 3. 5 LL( 50.0) 401.E 39.01 014 TOP 12143R2 • 80.0 PSF T 5- -4845 8 5- 7279 M 8- 795 X17- 1557
2s 4 OF S6 4 01. ON 10T10M CORD • 8.0 PSI T 6- -4704 0 6■ 5079 N 80 -749 113• -2202 A
BOTTOM CHORDS: i TOTAL LOAD • 05,0 P81 7 7. -1468 0 7• 9301 M 7. 29 214■ 1912 CO
Zit 4 IF 21 1. 2, 7, 0 0 B• 0
2r 4 OF •15515 3. 8 • -71
2c 4 OF 98 4. 8 ?CAR TCBR I:'=
NE85' LEFT • 147E 1IOHT • 1473 • '''' :.
2e 4 DP STAND 1 -14 °3�r
OEARINO AREA REQUIRED ISO. 118 0
•C LATERAL SUPPORT a 12 UON. .DINT 1 2.95 OF / 9.64 54 / 3,47 IMF 0
IC LATERAL SUPPORT <• 12'00, VON. JOINT 9 2.88 DF / 9.64 HF / 7.47 SPT 3
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LUMBER ,SPECIFICA110NB TRUSS SPAN 22'. 00' TPI92/U8C04 SIMPLE MEMBER FORCES 60 t-
LOAD DURATION INOREASE • 1.00 T 1. -1444 8 1- 0 M 1- 1782 M 0. 30
SIZE SPECIE GRADE PANELIS) SPACED 18.0 O.C. T 2• -4172 8 20 9237 M 20 -2041 k 70 -1048
TOP CHORDS: T 3• -5080 B 3■ 6063 M 8• 1086 M 0- 1048
24 4 OF 01 1. 2, 4. B LOADING T 4- -4172 B 4■ 5068 4 4■ -100'S If 0- -2041 Cr)
2x 4 OF @m em 8 1.1.1 60,014OL 1 30.01 ON TOP CHORD - 80.0 PBf T S. -1440 8 8- 3237 4 8- 80 410- 1742 ..
BOTTOM CHORDS: D11 ON BOTTOM CHORD is 6.0 PSF 8 8- 0 CO
ix 4 IP 01 1- 6 TOTAL LOA) ■ 06.0 POP tD
WE TCBR TCBR
2: 4 OF 9TAPD 1 -10 LEFT • 1247 RIGHT . 1247 - tT
IT LATERAL IUPPGRT a•• 12 0C, VON. BEARING AREA REQUIRED 190. IN) • O -•
8C L.AT2AAL SUPPORT 4. 12 VON. JURY 1 1.88 OF / 5.08 10* / 2.23 BPP 3
OFF PANEL SPLICE NOTE: JOINS 6 1.59 Or/ 3.09 IF / 8.23 SPF fl
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