HomeMy WebLinkAboutAPPROVED CAROLINA CARPORT GENERIC 2020FBC - ESS page 6VERTICAL SIDE OPTION
SEE
TABLE 1 OPENING FOR SWINGING DOOR
SHEET WITH NON-STRUCTURAL HEADER
1 OF 6
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO
EACH RAFTER WITH (2) #12-14 x 3/4" SELF -DRILLING
6" f~ FASTENER SPACED NOT MORE THAN 48" O.C.
GIRTS ci GIRTS
(Typical) q a s 6 � (Typical) 1
a � \
12' MAX. OPENING FOR
ROLL -UP DOOR WITH 6
5 a NON-STRUCTURAL HEADERJ�eA-
�A, a a
TYPICAL END
WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN
NOT TO SCALE
BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES
TYPICAL SIDE ELEVATION
NOT TO SCALE
ROLL -UP DOOR SWINGING DOOR
!Ac nn Hl KlcN /Ac nnnlirnhlcl
TYPICAL END ELEVATION
NOT TO SCALE
rOPENING FOR SWINGING DOOR
WITH NON-STRUCTURAL HEADER
g
q
SEE
TABLE 1
SHEET
OF6
j
g�1
3
c2 E
5
12' MAX. OPENING FOR
ROLL -UP DOOR WITH
STRUCTURALHEADER
q
q
a
10
5
q
3
3
a
3
a
OPENING FOR WINDOW WITH
NON-STRUCTURALHEADER
LENGTH VARIES DEPENDING ON NUMBER AND WINDOW RAIL
AND SPACING OF RAFTERS (Also applicable to End Walls)
TYPICAL POST/RAFTER/GIRT FRAMING PLAN
NOT TO SCALE
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES
TYPICAL SIDE ELEVATION
NOT TO SCALE
ROLL -UP DOOR SWINGING DOOR
(Ar—li—ki-I /Ar llKle\
TYPICAL END ELEVATION
NOT TO SCALE
BECHTOL ENGINEERING AND TESTING, INC.
605 WEST NEW YORK AVENUE
DELAND, FLORIDA 32720
Thomas Digitally signed by Thomas
Bechtol
Bechtol Date: 2021.01.12 09:06:56
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 copies ofthis document are notoonsidered
signed and sealed, and the signature must be verified on any electronic copies.