HomeMy WebLinkAbout0102 Iyannough Road - PLANS ,,.
1 Design Informatipn
TClh+L1: 3o.o PsF* 5 P/athnghlforrnabon TFI
8C{D+L�= 1u.0 Yst
DWG NO. R79-3010-M P-1056 TL(D+L)= 4U.0 PSF JT. MAX-SPANS(FT-Itl) HYDRO-NAIL LUCATION(IN)
SHT N0, 54 DATE 1/12/79 SINESS INC = 1.15 NO, SIP Dt/HF PLATE SIZL --X-- --r--
2 1 Maximum Chord Spans (Ft.-In.) J 1 30- 6 31- 1 2 1/2 X 8 PT
32- b 32- 8 3 X B PT
40-10 4U-10 3 X 10 PT
LUMBER GRADE TOP CHORD BOTIOM CHORD 44- U 44- 0 3 X 12 PT
=SOUTHERN PINE= 2X4 2X6 2X4 2X6
NO 2 KD 29-10 44- 0 30- 7 39- 1 J 2 44- U 44- 0 1 X 4 PT
NO 2 KD DENSE 32- 0 44- 0 34- 2 44- 0
NO 1 KD 33- 0 44- 0 34-, 7 44- 0 SJ 2 44- 0 44- 0 4 1/2 X 6 PT 6 1 1/4
NO 1 KD DENSE 34-10 44- 0 39- 1 44- 0
SEL STRU KD 34- 6 44- 0 39. 1 44- 0 J 3 44- U 44- 0 2 1/2 X 4 PT 4
DEN SEL STkU KD 3b- 0 44- 0 44- 0 44- 0
=MSR-ALL SPECIES= J 4 37-11 3b- 5 3 X 4 PT 3 1 7/b
165OF-1.5E MSR 31- 6 44- 0* 33- 1 44- 0* 40. 9 40- 9 3 X 5 PT 3 2 3/b
1800E-1.6E MSR 33- 0 44- 0* 36- 4 44- U* 44- U 44- 0 4 1/2 X 4 PT 4 1/2 1 5/6
1950E-1.7L MSR 34- 5 44- 0* 39-11* 44- 0*
210OF•1.RE MSR 3b+ 7 44- 0* 43- 4* 44- 0* 'J 9 31- 6 31- 6 3 1/2 X 8 PT 8 1 1/2
2250E-1.9E MSR 36- 8 44- 0* 44- U* 44- 0* 40- 6 40- 6 4 1/2 X 6 PT b 1 5/b
2400E-2.0L MSR 37- 0* 44- 0* 44- 04 44- 0* 44- 0 44- 0 5 112 X 7 PT 7 2 5/b
aREOUIRES '2X6 BLAR1I4G IREOUIRES 2X8 bLAR1NG
J1U 44- U 44- 0 2 1/2 X 4 PT 4
3 Web Requirements (PL-kL) S J I U 31- 9 32- 2 4 1/2 X b PT 5 1 1/4
33- 1 33- 1 4 1/2 X 6 PT b 1 1/4
UNbRACED bRACk0 38- 1 3b- 6 5 1/2 X 6 PT 6 2 i/4
2X4 WEBS Wl,W3 W2 - W4 wl,W3 W2 W4 40- b 40- 6 5 1/2 X 7 PT 7 2 1/4
3KD-SYP 44- 0 44- 0 44- 0 44- 0 44- 0 44- 0 1 X b PT 8 3 3/4
2KD-SYP 44- 0 44- (t 44- 0 44- U
STJ-HF ,42- 0 44- 0 44- 0 44- U CHOKD SPLICE: OPTIONS
CON-HF 42- 0 44- 0 44- U 44- U
2A6 KEBS C 2 44- 0 44- 0 3 X 4 P1
2KD-5YP 44- 0 44- J 44- U 44- 0 44- U 44- 0
(Q2-HF 44- U 44- U 44- 0 44- 0 µ4- U 44- G C 9 31- 6 31- 6 3 1/2 X 6 PT
40- 6 40- 6 4 1/2 X 6 PT
4 Force information fin (Ft)L_ 44- u 44- 0 5 1/2 X 6 P1 +
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PLATE. MAKKED + REUUIRL 2X6 CHORDS
CHURL FORCES Web FORCES JOINT LOADS GKUSS PLATE RATING(PSI) FOR PT=212(SYP),225(DF/HF)
C 1= -141.4L W 1= -12.7L J 1= 8.4L
C 2= -12b.OL h 1= 18.8L J 2= 10.4L
C 3= -89.4L % 3= -24.5L J 3= 9.4L FALMOUTH LUMBER INC.
C 9= 106.7L W 4= 70.7L J 4= 5.4L
C 1 U= 130.SL J 9= 4.7L 6,,7Q MAIN STREff
KEAC1= w40.0L J1U= 5.1L
DESIGNED Ih ACCUPDANCE WITH TPI-7b AND iiv5-77 EAST FALMOUTH, MA. 0?53F
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Gamer on plates on both aides of ioinl P3°-r +
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S.The tuns inbrwator is responsible to
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See Usage Guide. 6 X
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