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BASE RAIL ANCHORAGE OPTIONS
INSTALL 1/2" X 6" EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6" OF EACH
RAFTER POST ALONG SIDES
INSTALL 1/2" X 6" EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6" OF EACH
RAFTER POST ALONG SIDES
6" MINIMUM (NOTE: FOR OPEN CARPORTS,
N SIDES ONLY, SLAB MAY BE FLUSH WITH
BASE RAIL ON ENDS.
2-1/4" EMBEDMENT /MINIMUM 2-1/4" EMBEDMENT
MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 #5's CONTINUOUS
CONCRETE MONO. SLAB BASE RAIL ANCHORAGE
CONCRETE:
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI AT 28
DAYS.
COVER OVER REINFORCING STEEL:
4" CONCRETE PAVEMENT Z
CONCRETE SLAB BASE RAIL ANCHORAGE
(OPTIONAL. OPEN CARPORTS ONLY)
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2" WASHER
iTS CONTINUOUS BASE RAIL
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING BARS SHALL BE:
3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN TOP OF ASPHALT PAVEMENT RILL 5/8" HOLE THROUGH THE
CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR GROUND SURFACE BASE RAIL AND SECURE TO
OR WEATHER, AND 1-112 INCHES ELSEWHERE. REINFORCING BARS EMBEDDED IN GROUTED ANCHOR EYE WITH 1/2" DIAMETER
CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF' INCH FOR FINE GROUT OR' INCH FOR THROUGH BOLT
COARSE GROUT BETWEEN REINFORCING BARS AND ANY FACE OF A CELL. REINFORCING BARS
USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT LESS
THAN 2 INCHES FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER & 1-1/2I'YF
INCHES FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER.
EYE ANCHOR
REINFORCING STEEL: 5/8" ROD 30" LONG
WITH DBL 4" HELIX
THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. (SEE NOTES, PAGE 1, FOR
SPACING REQUIREMENTS)
GALVANIZATION:
METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY
EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS
B-2, METAL PLATE CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE
WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. GROUND BASE RAIL ANCHORAGE
REINFORCEMENT MAYBE BENT IN THE SHOP OR THE FIELD PROVIDED: (CAN BE USED FOR ASPHALT)
1. ALL REINFORCEMENT IS BENT COLD:
2. THE DIAMETER OFTHE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN INFORMATION ONLY
SIX -BAR DIAMETERS;S; AND
3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT.
EXCEPTION:
WHERE BENDING IS NECESSARY TO ALIGN DOWEL BARS WITH A VERTICAL CELL, BARS
PARTIALLY EMBEDDED IN CONCRETE SHALL BE PERMITTED TO BE BENT AT A SLOPE OF NOT
MORE THEN 1, INCH OF HORIZONTAL DISPLACEMENT TO 6 INCHES OF VERTICAL BAR LENGTH.
INSPECTION:
CONCRETE / FOOTER MUST BE INSPECTED
SUB -GRADE SOILS:
I
TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318
AND 1816 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION
SOIL COMPACTION SHALL BE 2500 PSI MIN.
CARPORTS ANYWHERE
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ITSITE SPECIFIC ADDRESS REQ'D
FLORIDA ENGINEERING LLC
4456 TAMIAMI TRAIL, UNIT B14
PORT CHARLOTTE, FLORIDA 33980
(941) 391-5980
www.flengineeringllc.com
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PROJECT NO. PENDING
Craig E. Gunderson, P.E. #60102
CA CERT. #30782 I DATE: 04/20/2018