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NOTES: 7. DESIGN LOADS
:20 Gvt� GAL\X.
REFER To SHELPT_ S ROOF HELIPAD AREA
-1. MR GENERAL: NOTES' AM TYPICJM LQ
GA,
ROOFING 6.0 H.R.CONC. TOPPING 65.0
DETAILS.
ZONO + BD 10.0 LT.WT. CONC. t-4. 0
2. 30/12 TSG --79v ETC. DRSIGNATES TAPEPJED- STEEL' DECKINGL 3_0 DECKING 3,0
CLG & 14ISC 5. ly- 1):A� & misc 5.0
GIRDE3t. 7AR Scmmut
SPRINK SPRINK 1.0
0
F r::1_NTH0j05 F904M ING FIILA� PURLINS. 4.' PURLINS 7.0
TSGIS 3.0 TSG'S 6.0
3. PROVIDE FRANINIG AND/02 REI AT TYPICAL 7;;SIGNEO SY
DECK OPENINGS PER Dlff.� SEE ARCHIL D.L. - 32.0 PSF D.L. =121.0 PSF �1 0
u 0!5T
L.L. = 20.0 PSF L.L. �100.0 PSF
AND/OR MEC339L FOR SIZE AND LOCATION OF DECK (REDUCIBLE) ORAWN BY
OPENING.
T. L. 52.0 PSF 1E T. L. -221.0 PSF W
4. T.O.S.+ DESIGNATM TOP OF STEEL ELEVATI ON SCALE
Lo�
ABon RErmxENcr1urrz&rLooR ELEVATION. PROVIDE
CONSTANT SLOPE BETWEEN- ELEVATIONS -SHOWN. 'PROJECT NO.
86001
5. DESIGNATES DIRECTION OF DECK SPAR.
-SHEET NO.
DESIGNATES SHORING OF DECK REQUIRIX.
FOR CONCRETE PLACEMENT.
6. DESIGNATES MECHIL UNIT. REFER TO MECHIL
DWGS. FOR, SIZE, LOCATION AND ATTACEDIENT
NORTH
TO STEEL FRAMR. 0
CATE
T
IIN11