HomeMy WebLinkAboutAPPROVED CAROLINA CARPORT GENERIC 2020FBC - ESS page 326 GA. GALVANIZED METAL ROOF PANELS 26 GA. GALVANIZED METAL ROOF PANELS 26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S FASTENED TO RAFTERS PER MANUFACTURER'S FASTENED TO PURLINS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS
12 2P 12 CHANNEL (PURLIN)RRING
18
—24" 16 GA U-CHANNEL BRACE
—24" 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
FASTENED TO RAFTER WITH
x
(2) #12-14 x 3/4" SDF's AT
a
(2) #12-14 x 3/4" SDF's AT
24" 16 GA U-CHANNEL BRACE
EACH END (4 PER BRACE)
=
EACH END (4 PER BRACE)
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FASTENED TO RAFTER WITH
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M
J
w
(2) #12-14 x 3/4" SDF's AT
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24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
=
U,
EACH END (4 PER BRACE
( )
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>24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
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>24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
UJ
AS SHOWN ON THIS SHEET
4 H
AS SHOWN ON THIS SHEET
4
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
1O
>24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
n
p
AS SHOWN ON THIS SHEET
H
TYPICAL
INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME
NOT TO SCALE
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
SEE
TABLE 1
SHEET
TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME
NOT TO SCALE
12' MAX. OPENING
FOR ROLL -UP DOOR
WITH STRUCTURAL
HEADER
10" (TYPICAL)
TYPICAL INTERIOR RAFTER/POST
FRAME SECTION - BOX EAVE - HORIZONTAL ROOF
NOT TO SCALE
LENGTH VARIES DEPENDING ON
NI IMRFR ANn RPACIN(� hF RAFTFRR
TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE
NOT TO SCALE
SEE
TABLE 1 OPENING FOR SWINGING
SHEET DOOR WITH NON-STRUCTURAL
1OF6 HEADER
TYPICAL SIDE WALL OPENINGS FRAMING PLAN
NOT TO SCALE
OPENING FOR WINDOW WITH
NON-STRUCTURAL HEADER
AND WINDOW RAIL
(Also aoolicable to End Walls)
12' MAX. OPENING FOR
ROLL -UP DOOR WITH
NON-STRUCTURAL
HEADER
SEE
TABLE 1
SHEET
1 OF 6
OPENING FOR
SWINGING DOOR
WITH NOW
STRUCTURAL
HEADER
TYPICAL INTERIOR
RAFTER/POST FRAME SECTION - VERTICAL ROOF
NOT TO SCALE
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) #12-14 x 3/4" SELF -DRILLING
FASTENER SPACED NOT MORE THAN 48" O.C.
3
4
SEE
TABLE 1
SHEET
1 OF 6
LENG VARIES DEPENDING ON NUMBER
AND SPACING OF RAFTERS
TYPICAL
POST/RAFTER FRAMING PLAN - VERTICAL ROOF
NOT TO SCALE
TYPICAL
END WALL OPENINGS POST/RAFTER FRAMING PLAN
NOT TO SCALE
5'
WELD ALL WEB
CONNECTIONS,
BOTH SIDES
TYPICAL BOW RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
SEE MAXIMUM
TABLE 1 4' O.C. FOR
SHEET VERTICAL
1OF6 PANEL
3
rn
a
TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
24" 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4" SELF -DRILLING
SCREWS AT EACH END
(4 PER BRACE)
ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION
TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN)
NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER)
24" 16 GA U-CHANNEL BRACE (5' TO T POST)
48" 16 GA U-CHANNEL BRACE (8' TO 14' POST)
BRACE ANGLE SHALL BE MIN. 30"
7n RAAV AG- CDnRA WnDI7/IAI7AI
FULL 6" WELD
BOTH SIDES
BECHTOL ENGINEERING AND TESTING, INC.
605 WEST NEW YORK AVENUE
DELAND, FLORIDA 32720
Thomas
Digitally signed by Thomas
Bechtol
Bechtol
Thomas Bechtol, P.E.
0500'021.01.1208:56:22
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. Bechtel, P.E.
on the date indicated here. Printed copies of this document are not considered
signed and sealed, and the signature must be vedfed on any electronic copies.
OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW
NOT TO SCALE
OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE
NOT TO SCALE
FREESTANDING
LEAN-TO FRAMING PLAN
NOT TO SCALE