HomeMy WebLinkAboutAPPROVED CAROLINA CARPORT GENERIC 2020FBC - ESS page 44" MINIMUM
INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LDT
ANCHOR OR 1/2" x MINIMUM 5-1/2" EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6" OF EACH
RAFTER POSTS ALONG SIDES AND EVERY END
WALL POST ALONG END WALL SECTIONS
MINIMUM
MINIMUM 2-1/2" EMBEDMENT
MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 45's CONTINUOUS
CONCRETE BASE RAIL ANCHORAGE
A Not To Scale
DRILL 5/8" HOLE THROUGH THE 2" WASHERS
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2" DIAMETER �TS CONTINUOUS
THROUGH-BLT OBASE RAIL
(SEE GROUND ANCHOR
MINIMUM 4" SCHEDULE, SHEET 1 OF 6,
FOR REQUIRED ANCHOR)
— CONTINUOUS 4"
CONCRETE PAVEMENT
EYE ANCHOR ------
e CONCRETE BASE RAIL ANCHORAGE
Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B)
TS TRUSSED RAFTER CHORD,
OR NON-STRUCTURAL HEADER
TS END POST OR DOOR/ /
WINDOW FRAME POST C
TS BASE/WINDOW RAIL OR
NON-STRUCTURAL HEADER
(12 GA IF ROLL -UP DOOR FRAME)
2"x2"x2" 16 GA ANGLE CLIP
SECURE TO POST (EACH SIDE)
AND RAFTER CHORD/RAIL WITH
(4) #12-14 x 3/4" SDF's, (2) ON
TOP OR BOTTOM, (2) ON SIDE
NOTE: AT ROLL -UP DOOR
OPENINGS, POST SHOULD
BE FLUSH WITH RAIL END.
CLIP POST TO RAIL ONLY ON
SIDE OPPOSITE THE OPENING.
POST TO RAIL, TRUSS CHORD, OR
NON-STRUCTURAL HEADER CONN. DETAIL
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INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LDT
ANCHOR OR 1/2" x MINIMUM 5-1/2" EXPANSION ANCHOR DRILL 5/8" HOLE THROUGH THE
THROUGH BASE RAIL WITHIN 6" OF EACH BASE RAIL AND SECURE TO
RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH 1/2" DIAMETER
WALL POST ALONG END WALL SECTIONS THROUGH -BOLT
IN. 6"
NIMUM 2-1/2" EMBEDMENT
MINIMUM 4"
CONTINUOUS 4" CONCRETE PAVEMENT
� p CONCRETE BASE RAIL ANCHORAGE
f Not To Scale (OPTIONAL - OPEN CARPORTS ONLY)
24" 16 GA U-CHANNEL BRACE (5' TO 7' POST)
48" 16 GA U-CHANNEL BRACE (8' TO 14' POST)
BRACE ANGLE SHALL BE MIN. 45"
TO MAX. 60' FROM HORIZONTAL
NIPPLE TO\ 3/16"
RAFTER
TS RAFTER
6" LONG TS NIPPLE
SECURE POST TO NIPPLE WITH
(4) #12-14 x 3/4" SDF's
RAFTER POST
BOX EAVE RAFTER/POST DETAIL
� Not To Scale
TS RAFTER POST
1-1/2" x 1-1/2" x 2" 16 GA CLIP
ANGLE SECURE TO
POST AND BASE RAIL
WITH (4) #12-14 x 3/4" SDF's,
(2) ON TOP, (2) ON SIDE
CONTINUOUS BASE RAIL
5 END POST/BASE RAIL CONN.
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TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
WASHERS
TS CONTINUOUS
BASE RAIL
EYE ANCHOR
5/8" ROD 48" LONG
WITH 6" HELIX
OR
5/8" ROD 60" LONG (SEE GROUND ANCHOR
WITH 7" HELIX, SCHEDULE, SHEET 1 OF 6,
AS APPLICABLE FOR APPLICABILITY)
— r—
BASE RAIL DEEP ANCHORAGE
t C Not To Scale
TS BOW RAFTER
DRILL 5/8" HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2" DIAMETER
THROUGH -BOLT
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
2" WASHERS
TS CONTINUOUS
BASE RAIL
EYE ANCHOR U (SEE GROUND ANCHOR
5/8" ROD 30" LONG SCHEDULE, SHEET 1 OF 6,
WITH DBL 4" HELIX FOR APPLICABILITY)
8v
BASE RAIL ANCHORAGE
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NO SCREWS
REQUIRED
IN BOW BENDVJ
6 GA U-CHANNEL BRACE (5' TO 7' POST)
6 GA U-CHANNEL BRACE (8' TO 14' POST)
9-1/2"CE ANGLE SHALL BE MIN. 45'
MAX. 60o FROM HORIZONTAL NIPPLE TO 3/16"
BASE RAIL
6 3 ONG TS NIPPLE -
SECURE RAFTER AND POST TO
NIPPLE WITH (4) #12-14 x 3/4"
TS RAFTER POST SELF -DRILLING FASTENERS
BOW RAFTER/POST DETAIL
� � Not To Scale
TS POST
2" x 2" x 2" 16 GA ANGLE CLIP
SECURE TO POST AND TOP OF
HEADER, OR BOTTOM OF WINDOW
RAIL/GIRT WITH (4) #12-14 x 3/4" SDF's
(2) ON TOP OR BOTTOM, (2) ON SIDE
TS NON-STRUCTURAL HEADER
TS WINDOW RAIL OR GIRT
FOR VERTICAL SIDING OPTION
NON-STRUCTURAL HEADER, WINDOW
RAIL, OR GIRT TO POST CONN. DETAIL
Not To Scale
6" LONG TS NIPPLE
SECURE POST TO NIPPLE
WITH (4) #12-14 x 3/4" SDF's
RAFTER POST
TS CONTINUOUS BASE RAIL
POST/BASE RAIL CONN. DETAIL
Not To Scale
BECHTOL ENGINEERING AND TESTING, INC.
605 WEST NEW YORK AVENUE
DELAND, FLORIDA 32720
Digitally signed by Thomas
Thomas Bechtol Bechtol
Date: 2021.01.12 08:56:47 05'00'
Thomas Bechtol, P.E.
President / Principal Engineer
Thomas Bechtol, P.E., State of Florida, Professional Engineer, License No. 38538
This item has been digitally signed and sealed by Thomas R. Bechtol, P.E.
on the date indicated here. Printed espies of this dowment are notwnsidered
signed and sealed, and the signature must be verified on any electnnic copies.