HomeMy WebLinkAboutWOOD STEPSGENERAL NOTES:
OF 40"X40" LANDING
• STAIR TREAD DEPTFFSHALLBE
• MAX RISER 7 r
• HANDRAIL HEIGHT SHALL BE 34" TO 38" ABOVE
STAIR NOSING
• HAND RAIL SHALL RETURN TO GUARD/POST
• LANDING HEIGHT TO BE NO MORE THAN 7"
BELOW TOP OF DOOR THRESHOLD ON IN
SWING DOORS
• 2x2 HANDRAILS W/r RADIUS ON ALL SIDES
• 2x6x6 P.T. GROUND CONTACT PAD UNDER EACH
4x4 AND STRINGERS (NOT REQUIRED IF SET ON
4" CONCRETE PAD W/FIBERMESH OR 6x6 W.W.
THESE PLANS ARE IN COMPLIANCE WITH 2017
FLORIDA BUILDING CODE - 6TH ED.
DESIGN WINDSPEED 151 MPH
FASTENED
JARD PAIL
904E TCE
G �tOx3�"
INC--- FOR
SCALE: 3/8' =1' --0�
Southern Steps
<
13610 NW Hwy 19
Chiefland, FL 32626
Phone: 352-949-0460
Mr. Marcus Hall
C-5
co
AND
072' O.C.
PT WTH -
004." AT
AND (3)
AT TOP M
i f4x6 PT
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,F STEP
A STEP
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AT EA STRINGER.
2"x8"x8" GC
=D VATH
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', ° /41 (2)2x6 PT JOIST WITH
---------------------
(3) #10x3r AT EACH
END, TYP.
2x2 HANDRA4 f� ./SS�EM1ED��=r 4x4 ,P?,T 2x6 PT END J ST
TO TOP OF GUARD RAIL' POS7'yTYP. FASTENED TOWN. POST
34 TP ,38 A96tf y OF WTH (3) #10a
rl r( jTEF''d ING #10�3
SCREWS THRU 13" `
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2x4 PT FASTENED Y,1TH
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4x4 AND AT 16D.C.
4x4 FT
14x4 P-ST
iIAJP. RISER 2x2
V17H #.3x3• 2x2 PT FASTENED WTH
(2)#'8x2 i/2" SCREWS.
OPENING TO DE LESS
TFIAN 4'
2x2
5/4 DECKING FASTENED
i ° ``:VH 6Sx2r SCREVIS.
2"x8"x8" GC
722x6 PT FOR LANDING
6.PT FASTENED 82x8PTFORSTAIR
•
x3" SCREWS STRINGERS
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SEEP FASTENED TO WTH 4" HELIX
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(4)*10x3.112"
SCREWS AT EACH
CONCRETE SLAB ':1f11 FASTENED 70 STEP AROUND 2x6
T
(1) Simpson
4x4 POST
CENTER JOIST LWI-H 300y 1/b
A21Z USING (2) CABLE USING CABLE CLAIAP Otd
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3/16 7ApCONS INTO EACH E?:7.
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SIDE ELEVATION
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FRAMING DETAILS
SHEET 1 OF 1
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Search Results
Query Date: Tue Oct 02 2018
Latitude: 27.3119
Longitude:-80.5711
ASCE 7-10 Windspeeds
(3-sec peak gust in mph*):
Risk Category I: 141
Risk Category II: 151
Risk Category III -IV: 162
MRI** 10-Year: 86
MRI** 25-Year: 104
MRI*" 50-Year: 116
MRI** 100-Year: 127
ASCE 7-05 Windspeed:
126 (3-sec peak gust in mph)
ASCE 7-93 Windspeed:
99 (fastest mile in mph)
'Miles per hour
"Mean Recurrence Interval
Users should consult with local building officials
to determine if there are comrpunity-specific wind speed
requirements that govern.
ME
-I Print your results
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building site described by latitude/longitude location in the windspeed load report.