08-1272-035PLAN NOTES:
1.— TOP OF SLAB ELEVATION AS SHOWN THUS:
EL.
IV
2.— FOR GENERAL STRUCTURAL NOTES, SEE SHEET
NO. S -0
3.— FOR BEAM SCHEDULE, SEE SHEET NO. S -6
4.— COORDINATE SIZE AND LOCATION OF ALL OPENINGS
WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.
SEE DETAIL J,H do K /S -9.
5.— ROOF ASSEMBLY:
A.) LIGHT WEIGHT ISULATING CONCRETE ON A 1.5B
GALVANIZED. METAL DECK 22 GA. SUPPORTED
ON STEEL JOISTS SPACED AS SHOWN ON PLAN.
DECKS TO BE IN SHEET LENGTHS TO SPAN (3)
THREE OR MORE SUPPORTS. METAL DECK TO
BE CONNECTED TO STEEL SUPPORTS WITH %"0
PUDDLE WELDS. WELDING PATTERN TO BE 36/7
AT END SUPPORTS AND 36/5 AT INTERIOR
SUPPORTS WITH (8) EIGHT STITCH CONNECTORS
AT SIDE LAPS (NO 10 SCREWS) PROVIDE % "0
PUDDLE WELDS AT 6" c/c AT EDGE SUPPORT.
TYPICAL UNLESS OTHERWISE NOTED ON PLAN.
METAL DECK SHALL BE GRADE A, Fy =33 K.S.I.
MINIMUM THICK = 0.0295 IN. MIN.
1 =0.169 IN4. MIN. Sp =0.186 IN3.
B.) PROVIDE SLOT VENTED DECKS.
6.— BRIDGING NOTE:
ALL BRIDGING TO BE HORIZONTAL TOP AND BOTTOM
CHORD BRIDGING WELDED AT JOIST AS PER S.J.I.
A SINGLE LINE OF BOTTOM CHORD BRIDGING SHALL
BE PROVIDED NEAR THE FIRST BOTTOM CHORD
PANEL POINT (UPLIFT BRIDGING). FOR K SERIES
JOIST USE:
L 1 "x1 "x %4" FOR MAX. JOIST SPACING 5' -0 ".
NOTE: IF CROSS BRIDGING (DIAGONAL) IS USED,
HORIZONTAL BRIDGING SHALL BE INSTALLED IN THE
FIRST SPACE, BETWEEN THE WALL AND THE FIRST
JOIST, TO ALLOW FOR PROPER DEFLECTION OF THE
JOIST NEAREST THE WALL.
7.— STEEL ANGLES:
ANGLE —A L6 "x4 "x 46" CONT. LLV W/ Y2 "f0 HILTI
KWIT BOLT 3 EMBEDED 0' -4" (TYP.)
SPACED AT 20" O.C.
ANGLE —B L4 "x4 "x Y4" CONT. W/ Y2 "c0 HILT] KWIK
BOLT 3 EMBEDDED 0' -4 ". INSTALL
BOLTS AT 30" Q.C. CENTERED
BETWEEN JOISTS. ANGLE B SHALL BE
WELDED TO JOIST.
i
ANGLE —A & B SHALL BE CONTINUOUS ALONG THE
ENTIRE PERIMETER.
8— SERVICE LOADS:
DL:
LWIC SELFWEIGHT = 17 PSF
STEEL DECK SELFWEIGHT= 2.14
SDL = 25 PSF
TOTAL DL = 17 +2.14 +25 =44.14 PSF
LL = 30 PSF
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Scale:
SHOWN
Phase:
PERMIT - CONSTRUCTION
Sheet Number:
S -3