HomeMy WebLinkAbout185 Seaview Ave plan 11SIDE LOADED BEAMS)
S7 hh R OIIREL TS FOR 0.U1 RIPE PLY LM MEMBERS-.
(2) 1.5 MEMBER BEAMS:
-USE (3) ROWS OF 0.131%3° NAILS 0 12° O.C. (575 PLF MAX UNIFORM LOAD)
USE (3) ROWS OF 0.131'x3" NAILS 0 V O.C. (1,150 PLF MAX. UNIFORM LOAD)
(3) L5" MEMBER BEAMS:
-USE (3) ROWS OF 0131°x3` NAILS • 127 D.C. (431 PLF MAX. UNIFORM LOAD)
USE (3) ROWS OF 0. 0: IN ® V O.C. (863 PLF MAX. UNIFORM LOAD)
(4) L5" OR 1,75` MEMBER BEAMS
-USE (2) ROWS OF 1/2' BOLTS R 12' O.C. (580 PLF MAX. UNIFORM LOAD)
-USE (3) ROWS OF 1/2` BOLTS 6 12'. DO, (870 PLF MAX. UNIFORM LOAD)
NOTES:
-VALUES APPLY TO COMMON A307USED BOIS.UNDER BOLT HOLES HEADS
BE THE SAME DIAMETER AS THE THE
BOLTS. WASHERS MUST BE USED UNDER THE BOLT HEADS AND NUTS.
THE SPECIFIEDEAM NAILING APPLIES TO BOTH SLOES OF A 3-PLY BEAM.
-i kMDE BEAMS MAY NOT BE LOADED FROM ONE SIDE ONLY. THEY MUST BE LOADED FROM BOTH
DOES AND/CR tOP LOADED.
-LOAD DURATION FACTORS MAY BE APPLIED TO THE LOADS LISTED ABOVE.
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(1) 2"' SPF,#2
BffPAGERC33
-EXT. WALL HEADERS TO BE (2) 2x10 SPF #2 UNLESS NOTED OTHERWISE
-MATE WALL HEADERS TO BE (2) 2X10 SPr #2 PER MODULE UNLESS NOTED OTHERWISE
-STRUCTURAL MEMBERS INDICATED ON THIS PLAN ARE ASSUMED TO HAVE FULL BEARING ON THE SPECIFIED SUPPORT COLUMN UNLESS
NOTED OTHERWISE
-ALL STUDS INDICATED FOR HEADERS ARE ASSUMED TO BE JACK STUDS UNLESS NOTED OTHERWISE
-STRUCURAL BEAMS SHALL NOT BE NOTCHED OR DRILLED
-FASTEN ALL HEADERS TO KING STUDS w/ (4) 0.131"x3" NAILS EACH END (TOENAILED OR IN ENDGRAIN)
-REQUIREMENTS FOR STRAPS FASTENED TO EDGE OR OF LVL MEMBERS:
-(2) ROWS OF NAILS w/ 1/2' MIN. SPACING BETWEEN ROWS
8 COMMON NAILS (D131"x25"1 10d COMMON NAILS (0148"x3")
MIN. SPACING PER ROW: 3' O.C. MIN, SPACING PER ROW: 4' O C.
MIN. END DISTANCE: 2" MIN. END DISTANCE: 3"
(1) wo WFp'L
SEE PAGE Rp3
3'-2A" 3.-2Ys. S-2Y's"
HOR W fADNG: HOR IN fAUNG: HOR IN CEILING
rn ,a„ �n rr1 van cocAv nt edn SPFn
To pec 6x — BDLis
COUNTER SINK ALL BOLT LOCATIONS (COUNTER SINK ON OPPOSITE SIDE SHOWN)
1— 1/2"x14" STEEL FLITCH PLATE (GRADE A36)
SEE PAGE RC61
STAMP
PFS Corg oration
Northeas Region
APPROVED
Michelle Baker
04/08 022
Approval limited to
Paotory Built Portion
DAVIE) T.
FEENEY
No. 54747
STILnL 2/ ORDER M
O#10394
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1ST
STORY
BEAMS
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