HomeMy WebLinkAboutBashant revised -A1• •
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Ek,FLOOR JOIST LAYOUT
FRONT
ELEVATIONS
7
RIGHT
ELEVATIONS
A-'
1/41, = 1,
_ ®„
Ae1
1/4° = 1'
_ 011
T (1TA1 Af'9-Hi G10.VJ® Sq. .
8 LEFT ELEVATIONS
Ae1 1/411 = 1e — Oil
a
i
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— — — — — — — — — — — — — — — — — — — — — 1
8' THICKENED EGEO
CUT AND REMOVE
EXISTING CONCRETE
— —
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I "1 T I
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I
`-1' 2'-0'
5'3Y'2'
4'-2' 15'-4'
--
1'-4'
21'-4'
_
24'-0' -
ERMAN
rin
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c
ENGINEERING CRITERIA
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APPLICABLE CODE- FL. BLDG CODE 6th EDITION (2017)& (2014)NEC
PER CHAPTER 1609.USING ASCE 7-10
WIND SPEED - 170 mph V (ULT),132mph V (ASO)
WIND IMPORTANCE FACTOR = 1.0
R3 (ENCLOSED)
EXPOSURE 'C"
DESIGN LOADS - ROOF LL:20 psf.- FLOOR LL:40psf.
INTERNAL PRESSURE COEFFICIENT - Gcp = 0.18
MEAN ROOF HEIGHT = <12' FT
ROOF PRESSURES
ZONE
1
-33.9
psf.
ZONE
2
-59.3
psf.
ZONE
3
-88.3
psf.
WALL PRESSURES
ZONE 4 +37.8 psf. -39.9 psf.
ZONE 5 +37.8 psf. -49.6 psf.
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REVISIONS _
EPTEMBER 14, 2020
ATE: JULY 28, 2020
SCALE :AS NOTED
JOB NO. a
AaI
SHEET NUMBER