859 OCEAN BLVD - DECK ADDITION DRAWING f
>1
GENERAL STRUCTURAL NOTES
/• r�J!� ��'r�lc✓ C�ivv w 2'�� 5'rzr�yC+ �G �. �, �✓�2X��� �•
Ordered By, t: 9 .. y �. ���� •r�S' P�� "?~1�J��j. !.�! ��/� �! s��G ''r/��5/ � �
1. Codes: Florida Building Code 2014 American Concrete Institute andV. - 8
i bei Construction The Law Offices of Rod Sch tot
American Institute of T Cons ru m ..f l
2187 S Third St
2_ Live Loads: >"
Roof: 20 pf Jacksonvitte Bch, FL 32250 •
40 p: , 944-372-9351 Oi
beach@rod-taw.com
lvrTV&
3, Wind
Loads: PROPERTY ADDRESS: 859 OCEAN BOULEVARD ATLANTIC BEACH,Florida 32233 SURVEY NUMBER:FLt 204.1982
�E
See Wind Load Motes FIELD WORK DATE:a ��4/25n012 REVISION DATE(S):(rev.0 4!25/2012) `V
4.Allowable Soil Bearing: 2500 psf o.P..�.9881 f 1-4 ". L/ G� Qir" ,CxlfT
4-a 1 �
fI PC I J2" r 1 2%1 N 85.32'15 E 96.25'(D) 5 06'i 6170 !1 1,001D) " u N `
#3851 @ N.W.COR.Or 'AFT Or MCTEL RCSCRVATION A5 N 85°27'44'E 96.30'(M) 5 O6'14'39't I I i.021M) •• •
fL 1204.1982 PARCEL PE5GR18ED IN 5NOWN ON"MAYPORT TMMINAL L-2 L-5
5. Soil Compaction: SOUNDARYSURVEY O.K.D. 1257-7.PG. COMPANY5 MAP OF ATLANTIC 5 05.1 t 5•E 96.6110) N 55°32"15.1`. 140.00'(D)
2373 5f-ACM'.P.B.5.PG.64,A140 ALSO 5 OC•16'00'E 9E.65'(C) N 55'32'1 a 140.MM) '
Soil under slab on grade and foundation shall be compacted to 95% DUVAL COUNTY sr,cu�,ON'�tnT No. 5 0G•i 6'00'E 9G.G5'(M) (B.P.Per Plat:) � ¢' W �
modified proctor max.dry density (ASTM D-'1557). SueDIY151OUNT,r A7LAIJiIC L-3
5VkCM".P.B.5.PG.b9,DUVAL r 'n
COUNTY,rt. N 85-32'1�'E 3.890) 0.4
V 86°55`27"E 3.73'(ft) lugIII
v l
�+ 20 O'
. Materials' �1 -2
90
Vpa r �aPL•�� Gt }
Concrete (Normal weight-28 days) 3000 psi = rl010
inf Bar ASTM A615 Gr 60 99-97'(tit)
Reinforcing _rilKC 5 a3°aa'4s�v oo(rn 300 -J - w U .� •�
Welded Wire Fabric ASTM A185 a•3 LB+r7337 _ w
Anchor Bolts ASTM A307 or A3Ca „•1 E c4-4
Welds AWS E70 or E60 0 -' p ,�.c Z _ .° •o a
Wood member for Beams & Posts #2 SYP rn
. _ n .�•�ry
QFar Studs #2 SPF or be#er PAVER 3 5TOey RE5 _r.
L
, _v
zNicrollam .9E 0Dr W/Wy00 yO
Qa cwC7,
it
�• O
7. Concrete-
&W 1. ' "� O 1. ��
•&W eu a c
All concrete to be designed as per ACI 318 latest edition. 0 5 �3N ►3"0 � ° x
..
Footings 3000 psi �
.> 2, rj r
e
N m�i' l +� 2 fl 85'33'35"E
1413,97M PAP I/2 i_ f$ 'p O 4) fy ^^{ r
Slab on grade 3000 psi - z " u as°32'15'e 15o.O-Cr lV
6- ' �1RC Olw ran t �5t1
O ''O
.•. *>�
All others 3000 psi L507337 � � � o � �, a
Splices in reinforcing where permitted: L-3 , , rEti�� W N N.LINE OF SAID
t , t O z t4
p
L- F p s s$• Q 'CLUDMANOIr
Concrete 50 bar diameter
a �
Masonry 48 bar diameter $'W MANOW
to S,,PG. z Q 8�•o,,
Unless shown on drawings, minimum concrete cover for reinforcing: __�.- �---- 5Q' P.l`N_ °'�c�'' _ I
D
Cast against earth 3" ,�Pt,AI.T CWS _
IB.,z.)
fi
rip I ' e03 o ..
nr' ej;4
Slab on grade centered
fIP i!2' NiJtD @ it it
No IO 0 N,E.COR
Exposed to earth or weather: N.w.COR. OF LOT 4 �, 3
fIR519"
#G thrLt#7 bars 2" C,NO Q. OF LOT 3 ^. ����, �' �Gl`• V r E
#5 bars &smaller 11/2n N.W.COR Of
MANOR'' !DT 'CLUB MANOR"
P.B..D.2 25.PG.62, (P.B.25,PG.62)
All reinforcing shall be held securely in position with standard ac;essone, in DUVAL.COUNTY,FL.
conformance with ACI 315 during placement of concrete,
I hereby certify that t of 5urvey of the hereon NOTES 1
Wind Load Notes: -FENCE OWNER541P NOT QETER.htINED. t
de5cnbed pro Cr rerH rider my direction,
and to the bwst •' ` nowledg belief,,t i5 a true :o�a=Pei P�TO eE SeRvlcEo BY CITY WATER AND Serle
and accurate r p esentadWof a su that meets the
Codes: Florida Building Code 2014 and ASCE-7-10 minim!m tect,n a f the Florida 4Q 1 1
o20 40
Board Of Prof 1 nr descnbed in
Cha pier 5J-I Tv"WOT rd � f m bve Gode. N
• G MC SCALE (In Feet} East Elevation
• Sta:c�`F Prefesaioi l Sun d ivtapper
Ultimate Design Wind Speed: Vult. . 130 mph _
�s iti 0. t`� South Elevation
'Mc JIJRVB�O4 *�■w� �/� C s
Wind Importance Factor: 1 = 1.0 Building Risk Category: 1 I Use of This Survey for Purposes other than intended,Without Written Vedficatlon,will beat t User's Sole Risk and Without Liability to the Surveyor. LL �.[J
Nothing hereon shall be Construed to Give ANY Rights or Benefits to Aj Worie Other than those Certified
-� U
Wind Exposure: C
e
Enclosure: Enclosed Building (� �i
$e�,6e t er"., 20 Je�re l.IJ4L�Gl .►�1f,4 t r
ex
Internal Pressure Coefficient GCpi = +.18 or -.18 �Lf ���,�.�ST��,,,�, --� tri. Z%Z'� ' ¢ m O C
Components P 9 9 ) Connector Schedule � �
Wind Pressure to Com / Claddings Mean Roof Height 25' -- -_ ,U P106 111?
M
00
End Zone = 15' CIO i
Zone Effective wind area(sf� Wind loads(psfl < Q tA/►�- _�
- - S/�rso� G/�� ������ i+ I! �•,,,I. �,� rr�`C• : y f"+ .0
Positive Suction
Interior 10 +41.0 -44.5 Q -S'Er�VDSo�/ US ( > 0
�/ `/ S� •Sl -OA.A.4 20 . +39.1 -42.6 ��¢ i¢�� Aft m
50 +36.7 -40.2 a S�suina'o f! L XY412'g ! • �I"' L.I J��
100 +34.9 -38.3 /X 6 A. T.1eAs',1-r4W<7) y Ce.VWU 4o.t177V&VS' C:
End Zone 10 +41.0 -54.9 c F� Q
_ S`' �* � ����So!!�!� SA �ux�l��w T!�' CCS i a
71.
20 +39.1 -51.3 -- Tv �AT�' L _J1 0. 1.■.l 0
50 +36.7 -46.3
,. A S�,ul>so v AG 6.Z /°�s'r CSP �r,�'X � .�-/-�' '` 0 z
100 +34.9 -42.6 - �. l�� g�f9Z,ilgicR� 0
Note: I i
AWS Design Pressure = Ultimate Pressure x 0.6 or Divide with 1.6 S�ir�Aso�LU�26 .4 11.gr eA
L
W
,ire Zx Ce,&IV Aar.- FrarninRoof, g Plan
T,
iooex fs T%/�Q`U��'G/I[/� r 4e0Y1V44dW a eA74o ?) Csfo" t i
114 11 0 , ,r�. iL11li" �o�� c�l�'�.•:•,S'�'"�i.�G�'�A� 0& 1A 0 9At/ -
Vj
Cn W -
• �;r •
Ii cogoo
s �
♦ 2r
ly
i
CDT/�!>c�Ga"
ji1 11 N
•
LU tri
1rV ;z
•�'. "��i�.,.�a,�" OST ICE -
a • ' ._. w? owl S M _./ ..• �� �i �� �!f (' 3� V_i
UJ n Cq
�ygoth
t, �' •ff �i t OC` l
. �. ' .. Plan •� -, --#"EVEa F
OaRTCC
Nqac, ANCE - SHEESectlon CIT'YOFF0otin Layout Deck Framing Plan SEE PERMITS T
-
FOR D1T�p�tAL
REQUMMENTS AND DITIoNS
14
RVAEM W. fr k, VA fes. J 2 �
r
O ..
O
.J
r ' a
Notes:
f 4rvvrA A c.'rG)t 5. YA&VaX t ',Qt�.��tl�ivflGritis'�``. &(V"o G 4r.zzwd 4f d
�Ib _
,D.E1c.��•�o�� /.f•.�ay.� �tia ri�Y Thi s`
/
Z, Aze. cox?v,1'G G�'vaa S Al,,C .��' C,,Y,oh' SS •`i�;y 3�iv o C. x'' 6cs�'� .d
E
00
4•,D��I�Ll�'/v,r� �ooAXrA
�iui�s■o,v,� S•r'u2
.��.r/a✓,9� 4�',Gl �"�0.rc /'X
,. 2 ,�,� ,���.�5,�.�� �• � mss'`!:�a�f� &✓�41
Fmi781mig
o c
C
sa6
FLASHING DETAILS
am 441) )
A1:91147040- e00Pd0,k5A* @1;o . vo
o z c
. ..mss.. -
2� coq• 674 Z.v-lve'TA4 3 r if
o
41'
2 F�As/y�.l
� � U co � w O w ►7 �I,
r `I
2 G.a.,,■6-X,5- . 74 v.,��TR� •�/4 �` �yf �� tcA.� • Cac• `o,v? !'•�vvr� Gr�/ll.
._
..............
IP
LL
n
�
Cz
l
VAZ- I5`' FZtk—:W11A 9 - ,alp • GLV- V 6 L.— t� Iflll' _ Y
N - 0 <
R4
14
} 0
CzN
t M31,01,4
•
-.�-- S`� gip• � k
.�.+
Ue
Cz
!f 1^
• ea
p
6 ~ ,
W �
Bev ' ?�� ,Qic�,t' / 2 ♦"
GI�� w/ lx 4Cr o,�ss ����d �'� 2� S C�DIoOOA ,gj'�i l G�xts�' G 7�1G ��t r', U
0
z
ire"��XW,7 eX.5&-a',0 ezyA) 555-re'"r-n coI
wr
/x �/�c�sr � 8a ���� L✓�C?'j'��sr'.
40 A2u Gd s• ,, a/r�f, efe• 5sWv c Oma'
r
�I
e
41e;4fed 04A)
(3;09A407--01/19) r
f\41, J
��¢ �4 f�R1�AG� 1• ,
,.�1�'D,�r9 r,,� � � a� ,�o►s-D/�P,a�''i� , v'` n
�G•Gc/l1�P 3rG G .�li� - 2
J� Gx •
.
.a
,�• . t �+ 2x �rT '+� •,t/pso�',�4,s9� ��' mot. .4Ce
_._.
co
!�/�ov5.OwG' /Seton _ _ .;__-•� N
N
U4Uj
30
� J
>:U ° C
CO
CO
3-A���. �• .{t•4'�o ,� Section Plan ViewSoiction
-�
GuardrailCetail • 3 r, r
SHEAT
OFFICE COPY
R
IntrmediateSupport Detail r2