HomeMy WebLinkAboutPrestige Step Plan STARKIE
CLIENT / ADDRESS: DATE: 2.17.2021
Donald Starkie
501 Barb Anne Lane
Port St. Lucie, FL 34952
PROJECT:
STEP PLAN DETAIL
PRINCIPAL OFFICE
7211 Hiawatha Pkwy
Spring Hill, FL 34606
(352) 799-1500
1’-0”
4” X 4” PT POST
UNIVERSAL SWIVEL STRAP CONNECTOR BY TIE DOWN ENGINEERING
OR APPROVED EQUAL (SEE STRAP CONNECTOR DETAIL)
6” X ½” GALVANIZED STEEL
NUT, BOLT WASHER
1-¼” GALVANIZED STEEL MFG. HOME ANCHOR FRAME TIE
EARTH ANCHOR BY TIE DOWN ENGINEERING
OR APPROVED EQUAL (SEE NOTE #1)
2X2 PT HANRAIL FASTENED TO
2X4 USING #10 X 3 ½ SCREW
AT NEWELL POST
2X2 TOENAILED TO 4X4
AT LANDING AND 2X4 AT
LANDING STAIR RISER
34” – 40”
5/4 DECKING
FACE MOUNTED
TO RISER 7 ¾” MAX HEIGHT
10”
MIN.
WIDTH
2X6 FASTENED WITH #8 3
½” SCREWS LANDING
MEASURMENT 40”X40” 36” MINIMUM GUARD 2X4 FASTENED TO 4X4
WITH #8X3 SCREWS
LESS
THAN 4”
SPACE BETWEEN 2X2
LESS THAN 4.375” GENERAL NOTES:
Pertinent 2017 Florida Building Code
Residential Section R311 and 312
(R311.7.2 Headroom, R311.7.5.1 Riser Height,
R311 .7.5.2 Tread Depth, R311.7.8 Handrails,
R311.7.8.2 Continuity, R311.7.8.3 Handrail
Grip Size, R312.1.2 Guards, R312 Guard
Opening Limits)
All lumber in the design is pressure treated
All support posts for exterior stairway and
landing structures shall rest on a minimum 8”
X 16” X 4” thick concrete masonry or 8” X 16”
X 6” thick poured in place concrete footing.
The bottom of such footings shall be below
the frost line or a minimum of 4” below
grade, whichever is greater.
CMU PADS
STEP ANCHOR DETAIL