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ANCHOR EYE
rw,a 1uUnu bwp AND EVERY END
ALL POSTALONG END WALL SECTIONS
T MINIMUM
/MINIMUM 2-1? EAIOEOMEMT
(SEE GROUND ANCHOR
MINIMUM 4' - SCHEDULE, SHEET 1 OF 6,
FOR REOUIREO ANCHOR)
L: CONTINUOUS 4'
CONCRETE PAVEMENT
EYEANCHOR
CONCRETE BASE RAIL ANCHORAGE
NWT -Sole (OPEN CARPORTS WHERE SLAB EDGEDI"CE DOES NOT
MEETMINIMUM EDGE DWTANCESHOWN IN DE7A3IS)
24'18GA
48.16 GA L
a-:
x MINIMUM S TAPCON REDHEAD LDT
R 1?x MINIMUM 511r EXPANSION ANCHOR DRILL SIB' HOLE THROUGH THE LSE RAIL WITHIN 6'OF EACH 2'WASFIERS DRILL SlB'HOLE
BASE RAIL AND SECURE TO 4- THROUGH THE 2-WASHERSSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH I? DIAMETER THE
RAILAND SECURE TO
ALONG END WALL SECTIONS THROUG"OLT, �TS CONTINUOUSANCHOR EYE WRH I?DIAMETER
BASERAIL TYCn„nunN �_ ,-TSCONT)NUOUS
YXNMTNWUS
DRSTARLEGROUNDSURFACE I UPUFASPH/LLTPAVEMENf
ORSTABLEGROUNDSURFACEMINIMUM 2-12 EMBEDMENTEYEANCHORa^B•ROD4S'LONG
WITH W HELD(
OR
518'ROD 6P LONG (SEEGROUNDANCHOR
MINIMUM4' WITH THEUK SCHEDULE, SHEET I OF 6, EYEANCHOR (SEE GROUND ANCHOR
AS APPLICABLE FOR APpUCASIT,) SIB'ROD3PLONG SCHEDULE, SHEET 7 OF 6WITH DBL 4'HELIX FOR APPLICABILITY)
4- CONCRETE PAVEMENT
DNCRETE BASE RAIL ANCHORAGE
Toscab (DPTTONN.- OPEN GARPORTSODLL1q .-"\ BASE RAIL DEEP ANCHORAGE BASE
NRAIL ANCHORAGE
NW TO Sole \ �D / NdTo Sole
j� TS RAFTER
`U' LONG TS NIPPLE
SECURE POST TO NIPPLE WITH
(4)f12-14x39'SDPs
RAFTER POST
�1 BOX EAVE RAFTER/POST DETAIL
NW To Sole
TS TRUSBED RAFTER CHORD,
OR NONSTRUCTURAL HEADER J
TS END POST OR DOOR/
WINDOW FRAME POST 2WW 16 GAANGLE CLIP
SECURE TO POST (EACH SIDE)
TS BASEIWINOOWRAILOR AND RAFTER CHORDIRALL WITH 1-1?:1-12'xT 78 GACUP
NONSTRUCTURAL HEADER (4)f12.14x3/4`SOFY, (2) ON
ANGLE SEOURETO
2 CA IF ROLL -UP DOOR FRA6IE) TOP OR BOTTOM. (2) ON SmE POSTANDBASERAIL
WITH (4) 012-14 x 314' SDP,..
NOTE AT ROLL -UP DOOR (2) ON TOP, (2) ON SIDE
BE FLUSNING LS,POSTSHOUD
BEEWRITRAIL
CLIP POSTTO RAIL ONLY ON
SIDE OPPOSITE THE OPENING.
POST TO RAIL, TRUSS CHORD, OR TS CON TINUOUSBASERAIL
1 NON-STRUCTURAL HEADER CONN DETAIL END POST/BASE RAIL CONN.
A
J Not To Sale Nam Scale
T
SCANNED
BY
St. Lucie Col_oF,a,
-24` 16 GA U•CHANNEL BRACE (.?TOT POST)
46. 16 GA U-CHANNEL BRACE (VTO 1P POST)
BRACEANGLE SHALLBENIN. 4S
TO MAX SP FROM HORIZONTAL p
SECURE RAFTER AND POST TO
NIPPLE WITH (4)912-14x 3W
SELF-DRIL NG FASTENERS
BOW RAFTER/POST DETAIL
Not --So.
'zx T x T 1B GAANGLE CLIP
SECURE TO POSTAND TOP OF
HEADER, OR BOTTOM OF WNDOW
RAILIGIRT WITH (4) 012-14 x 314• SDP,
(2) ON TOP OR BOTTOM, (2) ON SIDE
NONSTRUCTURAL HEADER
SECURE POSTTO NIPPLE
WITH (4)f12-14 x 3V'SOF%
POST/BASE RAIL CONN DETAIL
Not T-Sole
contractorT COPY
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ESTING, I►i �_
y
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7.2Z:
f, s'SlONP-'.
NON-STRUCTURAL HEADER, WINDOW CAROLINA CARPORTS, INC.
%1 RAIL, OR.GIRT TO POST CONN DETAIL GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
Not To Scale
BECNTOL EIVISMM UNG
AND Im"m .me
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