HomeMy WebLinkAboutA2 4LOW SLOPE ROOF TOWARDS FRONT 1/4" PER FT.
revisions
no. date
12
27.5X 63" R.O.
DP - 54.Oq
+ 441.51
NOTE TO G.G. NOTE TO BUILDER:
G.G. SHALL A55UME RE5PON51BILTY FOR ALL VERIFY BASE ELEVATION OR FLOOD
MA50NRY/R000H OPENING SIZES AND SHALL VERIFY PLAIN MAX HEIGHT WITH
WITH PRODUCT 5PEG.'s BEFORE CONSTRUCTION. PROFE55IONAL LAND SURVEYOR
BEFORE CONSTRUCTION.
REAR ELEVATION
SCALE : 1/4" = 1'-0"
SEE TRU55 DRAWINGS FOR CLIPPED ROOF TRU55E5
-:El
24
64 X 22 R.O. 17
DP - bb.77
+ 41.67 z 37 X51.5 R.O. (i�
20
DP - 54.Oq
C'IT- + 4q.67
= "X 63" R.O. 20"X 63" R.O.
- - - - - - -
0 + 4q.67 + 4q.67
37"X 3q" R.O. �° 7"X 3q" R.O.
- bb.-r op - 54.Oq
+ 4q.67 + 41.67
36 X q6 R.O. 37 X51.5 R.O.
DP - 7.62 OF - 54.Oq
LEFT ELEVATION
SCALE: 1/4" = 1'-0"
22'-O" FIN FLR
MAX BLDG HT.
17'-6" T.O.B.B.
6'-O" GLG
9=6" T.OP ..F.E.
I6"DP FLR TRU55
5.67' N.A.V.O.
O'-O" F.F.E.
MIN PER SURVEY
22'-0" PIN PLR
MAX BLDG HT.
17'-6" T.O.B.B.
8'-O" GL6
"9=6" T.O.P.P.E.
IS DP FLR TRU55
- 8'-0" GLG
5.67' N.A.V.O.
O'-O" F.P.E.
MIN PER SURVEY
4
75 X b3l, R.O.
75 "X 63" R.O. DP - 5q.65
Ll L
LIE1=1D
OO
TO G.G.qb"X
qb"R.O.
q6"X 5q"R.O.[_____NOTE
G.G. SHALL VERIFY ALL FIN15HED
DP - 55.15
DP - 4q.bO
FLOOR HEIGHT5 (N.A.V.D) $ STAIR
+ 44.06
+ 45.37
R15ER5 8 TREADS W/FINAL GRADE
BEFORE CONSTRUCTION
O
- - - 37 X 52 R.O.
DP - 54.Oq
- - - - + 441.67- - - -
-El
0
1011111111111
II
(i)
54"X 76"R.O.
DP - 51.12
+ 46AO
10
37"X 63" R.O.
DP - 52.76
+ 46.55
O
O
O
27.5X 63" R.O.
27.5X 63" R.O.
27.5X 63" R.O.
DP - 54.0q
DP - 54.Oq
DP - q.67
+ 441.67
+ 4q.67
+ 4q.67
NOTE :TRU55 COMPANY TO VERIFY THAT OVERALL HEIGHT OF OF ROOF DOES NOT EXCEED 22'-0" ABOVE FLOOD
RIGHT ELEVATION
SGAI F • 114" = P-n" SHOWN a ANrI_F
LOW SLOPE ROOF TOWARDS FRONT 1/4" PER FT.
(BUILT UP ROOFING W/RUBBER MEMBRANE)
DIVERT WATER TO GUTTER
12
.5703
NOTE TO G.G.
G.G. SHALL VERIFY ALL MASONRY
AND ROUGH OPENINGS BEFORE
CONSTRUCTION
FRONT ELEVATION
SCALE: 1/4" = 1'-0"
22'-O" PIN PLR at
MAX BLOC, HT.
S.M. SEAM GALV. ROOFING
17'-6" T.O.B.B.
8'-O" GL6
CUTBACK OVERHAND TO ALLOW
FOR GUTTER SYSTEM
_9=6" T.O.F.F.E.
I6' DP FLR TRU55
- 8'-O" GLG
5.67' N.A.V.O.
01-01, V.O.
MIN PER SURVEY
22'-O" FIN FLR
MAX BLDG HT.
S.M. SEAM GALV. ROOFING
17'-6" T.O.B.B.
6'-0" GLG
CUTBACK OVERHAND TO ALLOW
FOR GUTTER SYSTEM
"9=6" T.O.F.F.E.
/v DP FLR TRU55
- 6'-O" GL6
5.67�' /N�.A. V.D.
0'-V" F.F.E.
MIN PER SURVEY
FBC 2020 UPDATE 6-7-21
SQUARE OFF GARAGE WALL
REV #2 6-6-21
CHANGE TO MONO FTG
REV #3 1/1/22
BLDG GMT5 - PERMIT # 2110-0652
REV #4 1/25/22
BLDG GMT5 - PERMIT # 2110-0652
designed PAR
drawn PAR
checked 55/PAR
date 12/31120
s ca l e 114" = 1'-O" (U.N.OJ
Job n o . 20-0033 . DUH
QUA
QUANTUM ENGINEERING ASSOCIATES INC.
•
Structural Engineering & Cost Segregation
6415 LAKE WORTH ROAD
SUITE 105
GREENACRES, FLORIDA 33463
W W W.QEASSOCIATES.COM
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
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drawing
ELEVATIONS
sheet
A-2