338 2nd St 2013 railing for breezeway FOUND X-CUT ON
EDGE: OF DRIVE SECOND TR E E-I Project Dam
ELEVATION (8.50) (40' RIGHT OF WAY)
Square Footage Inftrmatio"s
SEDGE OF PAVEMENT C;ondltibned Space
.-..a SEWER TL"LEPHONE ",a"'""°`•"'°."'•`•"`""'e"""'" -----
>1 ORPA J MANHOLE FtlsEft Unrondtioned Spaca SF
ORATE `, i-D 7 2" Orl Unenclt> d Space SF
P0WEIRO----0H---•-0H •-Old- -OH-ALSO'P 1 c�F+OLt Ft
ALSO'M !/2" IRON Lot Area Sf=
PULE U'L7'.SQUTI-IERI;Y °
(including Wetlands and
FD 1/2" IRON
NO c P .. t ;9 %b8. 250.00' } Bodies of Water) .�.�
190. p, prole soaps".
o0Q+ 25' (I Rs r 1 °o. `'` Single Family Dwelling
{ Site Area ft,a, SF
<; M ` O <? Proposed F'louse SF ,
Driveway SF
S:.'4�;,.z i C?
Lot t:twerege
Ln Struotture tis+a►tlght & 1la m nrfber of 431arlesi
.'• ., P�loan Fioof Height
BRICK STEPS LI_I g - -
•yV' •' ••'Z CRICK AND BLOCK PLANTER �'~
_I _ Number of Stories
T o 2'\ '4 '•a. I COVERED ENTRY Residential Group R3 V 0 W
O i Ap'pallRetabill'is C�1doe t Y�,ni C4 A N•d
5.2' 1 STORY BLOCK _
a Florida Building Mode 241,u _
t-
,. '\A1 WOOD SIDIi� � W . NonaElectrical
V�'�agmyjr O
LV�LLiNCX336 ire Prevention C&de 200 7.7' FINISH F0CR ELEVATION; (72.45) National FO
`, Q a �
t Type o � Atatirtsw tl�naa
< ;a type:Vlo
.r�..
twgiS
o
Q I W -- °� -. -4-''?-- --�.---- 7.1' 0 o Un-protected j p,
�srs �.r , WIA
I Unuslarinkiec! WFO
`J.2'L-I.- STEP I 0 laid Zone Iir formation't
CC x w �
` Refer to the Structural Drawings W n pq
rrs�rrr 'o u
q Concrete(normal weight-28 days) 3000[psi � �
4 0
m -� Reinforcing bar ASTMI A615,Or30 04PP,
r �'0`' '` "'� Weicled VI/ire Fabric ASTM A185
U O�> �v��?� w --- T
NOE,_ EL')GE OF BL.00K
s. 4+
WALL- ALONG LINE Hoilow Load Bearing CMV ASrM C90,Gr N-I
Anchor Bolts ASTM A307 or A36
�� i�y °`' Welds AWS Ela or E60
L o r 1 1 --: Wood Merralaers for Beams and Posts #2 SYP
7 7.1
,
METAL SHED Wood Members for Stubs #2 SPF or better �J
-- - bO 7 ` .,-•- .�1.2C6t' 0
. 0, Microlarn ar�l IdTi a aS 1.0E
Ql
'
X,
00 n us 00^ lr +1ex of C0y I j '� � " Wit-15:1
1i N 01 -
J
°'. � ! I.4' ���'��-- a�Ira&J •
F NO �AP�t'_ 6 '°'�''' ti 48.80' -- � r ( ,o-- °- Sheet /-%,,J� �t'is�=j ��' � ,
io AP IRON Sheet_ 1A M
L O T O 1 1 4 I L O T 1 2 L O T Shit {�
1 6 w 1 0
N O`I'.);S:
1, ELEVATIONS SHOWN THUS: (12.00) REFER TO NATIONAL GEODETIC VERTICAL DATUM.
2., NORTH ARROW SHOWN IS AN APPROXIMATION ONLY. TRUE NORTH MAY VARY.
3. REFERENCE BENCH MARK: FOUND RAILROAD SPIKE IN POWER POLE AT SE INTERSECT(ON OF SHERRY DRIVE
AND FOURTH STF24Ef. ELEVATION: (10.31:3) FROPNI PREVIOUS SURVEY HY OUR FIkM.Et
_ Wind Load Notes:
Codes:Florida Building Code 2010 and ASCE-7-10 t,1
Ultimate Design Wind Sped Vuit.: 130 mph
i
Wand Importance Factor: I=1.0 Building Risk Category: ii
Wind Exposure:,
Enclosure: Enclosed Building
Internal Pressure Coefficient GCpi= +.18 or ,.18 \v �'
!r Wind Pressure to Components I Claddings(Mean Roof Height 15') 1
End Zone=6' C
Js' Zone Effective wind area(sf) Wind loads(ps�
f Positive Suction
Interior 10 +36.7 -39.9
20 +35.0 -38.2 ORAWN
50 +32.9 -36.0
100 +31.3 -34.3
End Zone 10
+36.7 -49.2 'CHaaCK111 0
20 +35.0 -45.9
50 +32.9 -41.5, .
100 +31.3 -38.2 UATIM
Note:. SCALiS
AWS Design Pressure=Ultimate Pressure x 0.6 or Divide withl.0
aarss *a:. ra ar JOB NO.
a3
FILE G"OPY
0.8 er iE'�
REVIEWED FOR CODE COMPLIANCE �
CITY SOF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS. 0IF- wa t'a3
REVIEWED BY: DATE: l 3
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