Oceanside Court 2293 T AXF wiml 1 101 1 Em va I I Fmm f Foo
F N A\ Z i\l Z S \il
9�) LOT 7 OCEAN SIDE
—Z AP
"OVF AM
C
ATLANTIC BEACH ,, FLORIDA c A TqTl C;m
T
JLDJN� OFFIN
MAR .3
GEORGE BULL, JR . — ARCHITECT
SUITE 3- 363 ATLANTIC BOULEVARD
CA ATLANTIC BEACH , FLORIDA 32233
(904) 246o- 4469
2, 199
and zoll,IfIfs
DESIGN CRITERIA FOR TAFFLINARNOLD RESIDENCE
All Design Per 1991 Edition of the Standard Building Code, AISC, ACI, ATIC,
NDS, AFA. (Latest editions)
1. LIVE LOADS: W
ROOFS..... . . .. ......... .... ................ ... .....30 PSF
FLOORS.. .. ..... ....... ...................... .......ijo PSF F- 'Oro
. wro
BALCONIES..... . . .. .. ........................ .......60 PSF
STAIRS & SIDEWALKS.......... ......................loo PSF
C4
2. WIND LOADS- We)
trr, F.W 45. Basic Wind Velocity... ....... .......110 MP11 J
4 Basic Wind Pressure... . .............. 30 PSF
4 k
161 3. ALLOWABLE UNIT STRESSES:
Concrete - Design per current Edition A.C.1 (318-89) U
Concrete Strengths @ 28 days are as follows: —0
j
All Concrete .. . ...... ... Fc' = 3,000 PSI VZLL.
Reinforcing: ASTM A - 615, Grade 60 (Lap 30 Bar Diwiieters) j 4 4-
T-4 Welded Wire Mesh: AS'17-1 A - 185 (Lap 6" Min. on Sides) JXO)
0j 40
Anchor Botts: ASTM A301
L/
Anchor Bolts.. ...... ....... . .. .. .. ..ASTM A-30Y
ot W
r
lax Luiiiber: Wood Construction in Accordance with Chapter 17 of the
Standard Building Code. (0
Minii-niiiii Grades: W to u
Studs: Spruce - pine - Fir, MC 19, No. 2
Beams, Headers, Multiple Studs & Posts: Southern-
Yellow-Pine, MC S-Dry 19%, No.2, Minimum values; 0: Z
Fb = 1,120 psi - repetitive use 0
C
Ft = 575 psi , Fv 90 psi J 0
Fc = 565 psi , Fc// 1,450 psi LL
;7 E = 1,600 ksi , 0)
Use Wet Service Factor "Cm" CD qWA00
Decking: MC S-Dry 19%, No. 1, S4S Surface Texture
OR Premium, RED Surface Texture
flandrails & Rail Caps: MC S-Dry 19%, No.1, sj,s
Surface Texture, Minimum design values;
fix Fb 1,300 psi , Ft 7 725 psi
Fv 90 psi , Fc = 565 psi
Fc// 1,500 psi , E = 1,700 ksi
"0 Use Wet Service Factor "Cm"
A
0 Preservative Treatment: CCA 0.40 pef KDAT, AWPA C2 With a water
repellent additive. Also, apply a brush
L., All
1Q, 10 on sealer on a periodical basis.
Plywood: 1/2" APA C-D 24% INT with exterior glue (CDX)
or equivalent for roof sheat-hing and 7/1611 APA
panels for Wall sheathing.
Use APA glued Sturd-l-Floor - See sections.
Nails: Use deformed shanks or annUlarriails. Use
Reduce riail spacing to 4" on
centers around all wall operiin?s.
Structural Glued Laminated Timber Des ignpercurrent Nat'l
Des ignSpecifications forWood Construc tiorl "NDS,' by tile
National Forest Products Association, Standard Specs for
Structural Glued LaminatedTimber of Softwood, and AITC W
119 by the American Timber Construction. Millif"Lun design
19 *2 1 va Lues by tile American Institute ofTimberCOrlstructiorl OC
(AITC) are Fb = 2400 psi (reduced by size factor (f),
P Fv -- 165 psi arid E = L800 ksi. All members "lust be
manufactured inaccordance with the latest edition of
U.S. Department of Conuiierce Voluntary Product Standard
PS.56, "Str-uctural Glued-La-minated Timber." 0
Framing Anchors: Noted onp lans by "Simpson" orapproved j j
equal. Use "Z" coated or stainless steel
connectors. 0 LLJ LLO
0 110 H 0-r 0 1 411,U Kl?) C:5 41L.r)a.
Galvanizing- All fastener must be hot dipped galvanized per
AS'174 A-153 with 20 ounces of zinc per square
-d'4,z) foot or use 300 series stainless steel.
Z
Trusses: Roof truss fabrication shall be approved by ICBO.
Provide shop drawings signed and sealed by an engineer
holding current registration in the State of Florida.
<
Minim= metal plate size is 15 square inches arid
designed in accordance with the Design specifications
W
for Light Metal Plate Connected Wood Roof Trusses.
0 < (n
Also, provide specifications and load carrying capacities
of all truss hangers and mechanical connectors.
W
Floor Joists: Provide shop drawings for engineer's approval witIl Z
design verification of the floor joists by complete
5. GENFRAL NOTES: calculations signed and sealed by a registered engineer
holding a current registration in the State of Florida. 0
A) Unless otherwise shown on Drawings, minimi-mi cover for
0 reinforcing shall be as follows: AsSLmied Allowable Soil Bearing Pressure. ... .......2000 PSF� LL Z
Slab. .......... ....... .. .... .. .. .3/14"
It is tile contractor's full responsibility to hire an
Grade Beam. . .. ........ . . .... .. . . .21t
independent soil testing laboratory to obtain tile a ssumed LL
B) All reinforcing shall be field securely in position with soil bearing pressure in tile fill placed on the site and in J
standard accessories during placing of the concrete. the original soil and insure that settlements are within
tolerable limits.
0
C) All lumber shall be identified by the grademark of an approved 4. TEMPORARY BRACING.
lumber grading or inspection bureau or agency. Contractor shall be responsible for all temporary bracing that is j
D) Roof and wall sheathing shall be identified for grade and glue require(] during construction to keep structure safe and plwiib
approved testing and grading
type by the trademarks of an until the entire str-ucture is in place. Bracing silown on
F agency. structural drawings is for the completed structure only.
10 0 E) All treated wood shall bear an approved AWPB quality mark or
that of an approved independent inspection agency.
F) All structural openings around or affected by mechanical,
electrical and plumbing equipment shall be verified with
equipment purchased before proceeding with structural work
affected.
hi
t COO -
5 -7 Cki
C',J
LLJ
(Xj
co
TF
I I I F, JR I
Z W
-i:z(b
If
w V
im
(o
W to o(o
CD
o W
(D co qftwo
VIA
4"
-- ----------
-A
4
77
0c;
I T1 if I IT4
-A
�Tl I I 1A, 1 !F17M SO t4
-re
�A
LLJ
<
-m-'ij �VA� A
-for or- K6 16P.6 a
1 -.L -A-7
w1g , 4 ,
t Flu, w/.-,
14 '..j IJ
0 w LIL
ie
co
oil
CD
0
4,
Z w
Li t�) T'w I
LIL
all
< §�
0
j
I eil
6 7
w
Ora
co all Somme
win
---------- cr. J
6L L
'2777 .0
J
rr'Z
oL-——
of
4\ j 3:
IJ QD
W-4
Im
ct�
uj
I ell
—V
Lf) I
0 W
j ..JO
M I
�wo
...........
4tj
ur Ab.
Ok
CL
I I i I =. ,
s
4
-T
Hc'
55.<,I P eo
Q�
Ld
Vj
P
-A
- 1
14 i I -_ v_-_ t' d
lag F U)
N
'�I
N UJ
Lip,
V.9
j IJ
ow IL
4-
4- -
zcl
W
C::�ll oil
60
oil Oil
---------- ILL .
ect
_ro dA �40�tas C��ev I�A I.J 4� I 1�-V.) �4 6 E� 1. N-1 57w)'�rv. _'O"' '5 0 SAX.V, W"6 re, �5 r6
Loi,,16 t:P�4 ,5; jvral)
A%�� �qloa'-LILI or5PI "t�� Lj zv I H 0 5 �OLV POM45v (:P�J
kv 5Jv CQ a6 Alf-I'v cv I L"5 �4-rWZIA 0-PI S U W H C--V-5. ........... ...
yj
e-
Algoupr'2 wk'L'� OV5�-I I ea
r
into
—---------
1
X
>
------- Win
0
-0
Aar—. 77�N�
--------- SZLL.
oor
NA
! __\
M7
(AD
IM to
w
M z
W ..10
0)
I C-7)
41- 4-it
-1 ral
00
z
N Ld
C\
TIZ,
T.7-
kF
F-1
4S,
ow LL
Z C3
<
w
1::� F�o L. C.) L., < cn
zw
0
4,v C�
4A, z
------ LL
< lwe 4J
0
4*1 H L.J� �4 0-r 5,e. �J k,IL-!�
w are
no-to
C*j
win
41, cr,
0
-0
-jt;
WZLL
ca wqt
(0
W 0 14D
LAJ
0 qt
t.JO
Ld
G�-
co
oL
cm .
tN
f4
f—, P�T
TU e2
LLJ
0 w
cr U) 0
uj
Co
F� L
.J o
CD
z
all
W rzl?�S 0 W �4 T H U
r.(S 0 e)r
LA L E�
H_r,
e_.�\tq -70/60 V��V,
Vv t..� a in
Ir
�I W &L4 V.. TIL-6 -nLt- 6-,t,I I?,
>
Woo
ral" -yq r� c::5,yII,FjI &wj 'o B
t,',? --ILI
y I TRIJ NI/q p -r I L's -ro 6 41
cr.
Z It-
To_�t �vf
o C� v v 8b
C:5 M kc
W*
re!_T vi P CA m
cs w gn
C-5, E) 6'r'l t4ej 4s,vq t�) Cc v,
Nk) , W
Vj 0 0�F_-Wr.7 C::�Yq
00 r; yIj �51 COJ
cr. z
Y.1 r
yj 00 p w
y4v 0 J
-�7 0
I�U
T4 'Y4 ry
9 vz.,TW-6 0 co
omff u
V4 P
v,
P15 R5 cs
0/ ,60
Y,j C�5\4"j b
V4 TV
V4 r) yi-I Ld
C)
z
I P 10i (s H ork I UJ
31- -1 1 5F.4 a
!zI. oil ,i4oq,
Z,
15AF_ Y4 e*0 F�:� H
'21.611 69"SI TOT, s 5uu,'
L.W"'4 FLU"
r�JLL, 0
Vb w
V406 P�
—--------------
oe) <
z w
al
5 0 Z w
jif _ -
011 6)� �Y-i 06 r,.;
ONE"=
00C
r-,C,
if -
ro o C) Pk.I,I
LL.0
Woe)rj C4T
(2 0 P1 < 0
( 4
tv, v4 00 r.) �AN V-� 41J
0 Lj_I/C-1 V_� p
4:211 U\I t�,IL
W, oil
00 P F��W 1�
A
iv i-r, H 4 yz >CQ
J
CIV-51 - rXII-lor— =)<
FW6 **4hb,51 -A
Y, (P flo.�lr cr —0
--.-) �– j
Z11
—T7--=77
TF-1
qt
w qt
MOW
cr. z
e zeo 21 rw 6- 46?�o rwH .OW sd�l LAJ
4,4ve T-S t01 L___A U W ..Jo
*AMR*
.4 7-
...............
mime
is" owl SoMMME
1 7-17
71o'oA
cr.
0
0 LL,
z
<
w
al
0
0 w
(_D
z
(_D
n
0
UL z
LLW CX
<
w
-1747771 - 17 -1 1
t
LLI
M J
77: 77 Z =tr,
po
J
el
P�--- w
toga
(0
w fouto
u C'sJ
LLJ Z
0
W Sjo
ZOO
I L
K2 A
Ld
0 Li T* �-4 s Lo t� 7� Lij
C3
0 La LL,
Z e ob
37m
Z W
4 (M
0 z W
0
J
U. z
LL
<
0
w
7.7 777 7
Gomm*
C4
cr, i
)�Uaoo g5/--�40
wqt .
Co
w
I -
10�-CJ
M w z
W ..JO
.0 -1
TV
Pr
Lij
<
w
Cl
U)
5. /N41. T I c::::) me-
0 LIJ Um
Z
w
0 Co
z;p LLI
Oh 0
LJL z
LL
<
of--
j icx
w Of"
win
cr, J
�or��Jv 0
cr.
2o
Vzw
IF
VIA
71
OF;a�,l i IJ;
Ns, OQD
Ax
LU
J 0
0 v)
t.. 41 164- �3#0
r/P
Ld
P'Ti
uj
r
U)
L Ll ,
:2-A
Cl w W
z e ob
X
LLI
M
Z LLI
Tt
OJ 0
z
0 U.
0
C-D LLEO
J
CD 0
j
is4
to
c#*j
LIJ to
cr, J
r
cr, —0
WZILL
121 12 �21 (Z
j X
u z10
O.J
co tobj*
1:z I�z M
(0
Z L
Cie
w
zj
z
ISOM%
o W
ML
Z-jo
w
........ .....
6p
rMAM
&>L vo
Ld
14"
g
z
NN Ld
124
17A
5-T
UJ
T
IJ
Ow U.,
04 -- ----
< z
cs) r-::- 6 w
al
r-,4 -ro 4�5 r-,w �j 6-re�6.1 /--,w r.) v I,-,t 4�; re I P��, I C�j
U ev I' �A I �-4 5� �,�1 e H 0�- tz,-4-1 tv
C)
z
U.
< 0
>C*J
Win
J
41'-,<
00
0 cr.
low Z LL.
w
13D
I Hl-
to OJ
0
it
2z�
ail
Op'.
4A
L. 0 V4 It
LLI
k uj
UJ
�?A, -ell U�- C3
0 w
Z ck
Z w
(,)
0
-rep
to
;Zoe)
�z 14 aw"
ET
T- kas
1044 MAILS 0 4* D.C. - CABLE ENO
rRA"INC ONLY (SEE ROOF SHCArHIWr
t INDIVIDUAL SHEATWNG 2 SPRUCE OR BETTER BLOCKING rrACH"ENT PLAN)
A ROOFING OvER FELT
C tRED 9ENCAIN SHCATHING joimr,
ENt M
ATTACHED TO THREE ATTACH SLOCI(ING /(3) j6d TOCNAILEO MAI On V2.114-ct S�T'-P-OW00v.
TRUSSES MIN. OR (2) 16d EmoiWCEO CACm END. 1/1,1041b PANEL SHEiTHING (TYP)
f ZTF -44 --44 STRUCTURAL
CAW CONY. CALV..16111- FLASHING
6�iiiii. ,L��(T'fP)
r
00TIf 6 HO or) -rq]141� 10J NAILS 0 6- O-C. WIN. M-7
W
PANEL EDGES AT BLOCKING wOOO TRUSSES 0 2-- OX. T CABI-f CHO FASCIA (tYP) C3 fa
(TYP) (ryp) VE;tr. BRACING
FIER TRUSS
IGN'(TTP) (5) 16
SPRUCE OR RET-TER 24' LENGTH DES NAILS
It
—11:-- IA81E ENO 14AILINO
(rrp) I�d D.C. 0 (Oct$ A140
(RAT RUN) FASTENED w/ (6) 16d NAILS
NAILS
OR (8) 8d NAILS TO 2 a 3ELOW,(TY C� INTERMCCIAfE (TYP)
0 6 ' 0.C. jE
*W
0 ALL PANEL (2) 16d HAILS EACH TRUSS (tYP) W
EDGES EXCEPT MAILS 4 4- O.C. MIN, 0: J
TRUSS (TYP) I,� . _r;iu SCS (rrp) A45"Z-12-4 0-6,F;LL"Lmc ANCHOR
ON GABLE (GABLE E-ND FRAMING ONLY) (2) 6-3 NAILS 0 INIERIO'llf
Tw,)
?-A*P(�Jr L=Y4
CONTINUOUS z . �r SPRUCE J 0
aR,ampt LATERAL 9RACE
ewa--r-- (typ) 2 16(l NAILS 0 V O.C. (TYP)
ca
I/Z' CYP. WALL 9OAR0 5/8- TEITURED STIUCCO
0 ON PAPER-OACXED wTL
10A NAILS 0 LATH 4AP09-6A4-r-A�iz —0
cr
1121"6416*r4Ue-1U10Q-SHEATHING
0 12' O.C. gArr INSULATION [TYP) --------- 0.) j
It 11 r, It— 5d MAILS 6' O.C. EDGES AND
-3/41 V a"T- M-NMO
ON INTERIOR if OX. INTERmEDtATC MIN. (rfp)
z x 40 WOOD STUDS 0 Z LIL
Or PANELS
EXCEPT ON I C O.C. (ryp)
GABLE TRUSS 2 x A SPRUCE OR BETTER jx:m
BLOCKING AT RIDGE (TYP) GABLE END WALL DETAIL
0 01N KO POW (TYP)
10 1�
:2 A)s W6 H
CO
2 x 4 SPRUCE OR BETTER CAULE TRUSS
BLOCKING (FLAT OR VERTICAL)
END TWO TRUSS/RAFTER W
GABLE END HAILING
SPACES (TYP)
44 6' D.C. 0 EDGE$ AND
12' O.C. IMIERMEDIATC (IYP)
COIIIIIIUOUS Z 4 sl:R,Ucc (5) 16,1
09 DEIIJR LAWERAL BRACE NAILS -- till-
041.6't O.C. Mill. (IYF) lye)
z
(2) l6d NAILS EACH IRUSS (FYP)
SHEAIIIINO Slim W
2 x 4 CONT.(TYP) 4
0
164 HAIL5 0 IV O.C. (IYP) jjj 0
--44 --4 --44
2 SPRUCE OR OCIIIII 24' LENCIII
MAX. C411('110 ON COt"IlUOUS LAPERAL URACE I Ild NAILS 0 B" O.C. ALIERNATE
(RA RUN) fASIENJO W/ (6) 14d HAIL$ 10(ttAiL Akio ENORIAIL (IYP)
OR (a) aj 14AILS 10 1 . 5 DELOW (11P) CD
COP1141LIOUS 2 4 140.1
SOVIIIERN PINE
ROOF SHEATHING ATTACHMENT PLAN FRAL111IG AHCNOR
C 100 N.T.S. 8d NAILS � lAiSk 6?2.11 6-rLv
11u a40 - 1�rl e-� T W(2) SCREWS� RE Kill ewr)lrple-r
ClIANNEL AND 10 bollow
C iORD Of EACH IRUS$ Wl UISULAI64 (IYP)
01RI CEILINO Joist
ALUM 11) p4t., 0
15V�0,6, I orlul 04 L6
0 /'�ENLARGED CABLE END DETAIL
N.T,S. A[
FRAME TOP PLATE)
Oil v
-rS;Al
2 4 �AQOCRS SPRUCE
Olt BETTER 0 Za' O.C.
ax 1-411 2 x 4 SPRUCE OR BETTER SLOC)UNC,
i CENTERED BENEATH SHEATHING JOINT. OCINAILS 0 er O.C. MIN.
17.1
ArTACH SLOCXtKG -/(3) 16d tOENAILED
OR (2) 164 EHO"LEO EACH ENO. j
It 0 4* D.C. MIN.
10 vj 14�," ex j- rl� ak .1gogr
r 0 0
,7,---—> I
CON?. GALY. mTI- FLASHIPA:
�j (TYP)
0 0
VZO awe> 14 00 cw,, PAMCL SHEATHING (rfP) W
(2) 164 MAILS EACH
5d "LS 0 S' OX. LAOOEA EACH SIDE (rYP)
CONTINUOUS Z 4 FASCIA (rfP)
Z
SPRUCE Olt 9E-r;-q CONIINUOUS I L
SPRUCC OR 91�rq;i
0
GASLE rRUSS/RAP-TVI AfTACH ��ODk;t TO TOP
CHOPO OF 'ABLE TRUSS
./(Z) 16d H'UL1 * 21- D.C.
I/2.404e, 6ANCL SHEATHING
rTACHED I,U� 0 uj Lam
11 FACE
T�
STUCCO FINr-1;4 (Typ) so
Z
If (MAX)
cn u
sox.
x W,
Z Ul
q)�l DDIRID" M
.�—SOEEIT DITAII
zuj
L
0 p
C-D
z
<
LL
0
r,6 a�k ........ .
wrf?? -TW-,,5 (9 24".0-0. rr�#g�,4c, x! q
< 0
51 0 cz,11
ell
X,
C*J
>C*J
W 10
cr, —i
4 =)qx
100
7 -F (.)IX
Cr .0
ZW
0A KBZ.4 w P)0(0
V)I--C#J
a: z
w
T4 0 �.4tqr
..JO
Fo-
17 OU
IN
HQq
44
cl
L
F—I
RM
cl 0
'j I-j
Ow LL
Z in ob
m
cr
w
CD
P)
�j m
cn
CL, zp W
CD
0
OWN=
0
LL. z
LJL I"--- <
1�
0 W
cra j
M
----------
C� .0
obzw
JXO)
40
w roo(o
cl: z
LLJ
W Q�.Jo
vue
(54
lei 0-:6 p U;4
W
Ow um
zo
cr U) L)
< z 41
w
Z w
o
z
LL.
LL
0
foo-,
C.)
LLI
t:
3: C4
>C*J
U 10
(It j
M
Cr —0
vmZLL
M 44tqt
La tou(0
I —It
rolm0000j
z
01.
4�.jo
w =)!�(1)
common*
0
OUJ
Z C,
mom"
MU) 0
< 4
UJ
al
CD 174711�-- 1 zw
0
C) &
U. f%llm z
UL, 4
< 1mmm J
0
tcl
it
>
win
0 OCC
0
"ZtL
M
co
w
L
dam%
w4v
_4 4+
t: j C)
M 1�-
w
CD
?OX
4e
411
Lij
5L,
QF1
—--------- ----
LA I
I t-/ r-
..i 0-i
OLIJ
Zo
< z
L 5, _T� r�. I w
LL. z
LLC-D
C)
0
< 0
j
C)
C*J
>C*J
WRO
M
0
QD
w MOW
-C
j
cre W z
4F C.) (D W 5.JO
0)
<%woo
Ai
Jl—
Z,
9AA
-Avil
W
Qw
w
;2� w
LJL z
U.
CD
n
0 0
j
w
0
Ir
>
W
.j
0
0 cr.
cr, 0
WZIUL
" x
wqt
to
w MOW
(-D
cr. z
JO
t�7
\0D
I
crm
o
Ow um
ob i
ze m I
XV) 0
w
0
LL. z
CD
LL
Im- MJ
0
de COUrt 2-'IFC-b'KAMM 2 tISTAWSTRAIR TIES
'2293 occans, ANCHORS T 15 TYPC-AL i;c�SIDE
WE 6h DETAIL.HnO
m ILI=STUDS 0 12,cc USE HOLDOW 2x STUB WOW 2-2xfi Wir.WXD PLATE
TOP 4 BOTTOM ON /AeTwo 0*1 TOP Ce un Ef AM
SIM6 OF MDW.A n n Ile
SEE"m"L NOTE LAFnER THAN 41-31
/----BDO DCUEL IN THE FED UDE.
2xb P.T.CCNT.ILI= 24'INTO TI-E SLAB
PLATE IW Wo A BOLTS %M'STUD PLATE TIE EVEIZr
d 32'Cr-rM. 4'CONC.&AB W bx6- OTHER STUD a ROOF LEM
4 MTA308TRAP TIE EAW
W'6TUD TIE EA�Zr LUAIIA UP.I'PP4M OTHER STUD d FLOOR LEVEL.
OTHER STUD WE DETAIL I TOP CF SLA15L (TrrICAL)
0/20 (3)20 V?)L12'PLYW.*d NAILS
T/EL CCNT TCP CF FN&AV RJXR 6 S'CX T 4 5 FOR 6-IUALL6 AIND
folas, - ------ --- T ELEv.2oy 2,,DM ILV 11/2'PLYWCOD I 12d NAL6
FINISHED GRADE S'CIC
SEE&45ET'V 2x WOOD STUDS N�&RMFERIOR LOAD
-2x U=STUDS
12,MIN" WATER PROOFING GRW FILLED 81 CM CELLS a 4'-V'
owl ol Of-WAS VERTICAI,2 0 11-1E DID OF
THE UALL QV*rA AWYf, 2x ELOCKM
TOP CF FWTM 4 3 8 CORM.TY MCA TYP.
M.105,(UD)v
,y EL tZW4'CCNr_FOOTM m___-- TYPICAL
ILI 1111(3)5 C4W, WALL OMMIN65
TOP 03 TIES a 241 cr- 2x BLOCKIN3 TYMAL
ADD 2-15 COFM 5ARD
6 CORM.TYMAL
2-2x Cm 01
WE 6ECTM 2120 FOR FOOTWG SIZE AND NfINFORCE]I'lIENT
[�'�XOR USE NW7AVXR
I N
wwzw(Trpj 7x PT CZW.U)OD PLATE
UY 1/2,x IV LONG ANCWM Bata
Ini .1.1 IrA -1 111 MN 2'.x W WASM a 32'clo
rT'PIcAL STEP FOOTIWI IDETAIL 20 SECTION 20 '\�
\-16PI,STUD PLATE TIE '6P`I'6TUD PLATE TIE
NIS NTS
3-?x CCW.WCOD STUDS EAC14
EVERY SAID. SIDE OF 134LL CPERMS M24CAL EVERY THIRD STUD.
NEE MAIL 12/20 SEE DETAJL Ime
TYPICAL HEADER DETAIL FOR INTERIOR BEARING 4 EXTERIOR WALLS
0
NTS
2X6 WOOD STUDS a 12'C/C
REFIER TO&4EAR WALL MOMS
2 x 4 FLAT 0 4'-0'eJ&
GROUT FFILL CM BOND V 3-12d NAILS a TRM BOTTOM
BEAM LLV 2 114 CONT, CWR05.TYPCAL
2X6 F.T.WOOD PLATE V V21 41 COW-FLOOR SLA13 AT GARAGE DXR MDM
VARIES SEE PLAN ANC14OR BOLTS Xt2l LoWs*321 CJC, UY 6Xb- IIAAAVL4 M-FAaRICATED ROOF MISSES
ELEVATION 2051 - U)wr-. a 24'C/C TYPICAL SEE
1/2'F-J. 0440P DRAWW55
1 15 C04T,BOTTOK APPROVED
GRfXIT FILLED CELLS*41-01 or- Ao—PEW PREPARED BY'ALPINE TRIM'
t WAS VSRTr_AL,2 0 THE DO OF 41-0. IWEA 12
w4omw -V DATED o4ms4.
THE WALL OPENWh ABOVE i FIN.FL.EL.165,
4 3 0 COR!�ERS,M-CAL-ZD f 02
-- ------ 21-OA ROOF SHEATHW-i SEE CiMIRAL NOTES
:r---------------
TOP OF FOOTWs WOW ON SWEET I FOR 54ZE AND NAILM
ELEVATION 165, THICK CZW-DRIAIMY
COWACTED FILL----' rpXb UJL4 UJL4 1.111UP. HURRICAW CLIP.SEE s4EV 112,
SEE ARCA OR SITE PLAN AND DETAIL o)�DrmcAL
TOP OF FT6. 104 CONT. TRM BEARM ELEVATION
ELEVATION a I&B,
SEE PLAN
Sm eenow ADD 'HI'd Fl"T TWO TRLISSES
2--o' SEE 8EMON 2/14 N� ---- ---
FOR FOOTM 61zE s PROM GA13LE END.
FOR FOOTWx 61ZE 4
RE��ENT. S,DOLIEL64 4'-0' I..r
c&ADD 2@ WOM CalPACTED FILL 2-2x CZNT.W=PLATE
P06TS ON EAC44 51DE F�EFER TO&EAR BALL 9=6
6ARAcsE DOOR OPENWx FASCIA
5ECTION SECTION SECTION
_7=40 (2� h=-.ME '5P2'6TUD PLATE TIE
NT5 NTS
Q_o/ THE TOP CIF EVERY OTHER 2x WOOD STUDS a 16'M FOR FA�NT
STUD rTp. AND REM U4LLS CNLY.USE 2X4 STUDS
W Clr
FOR ALL OTHER UALLS.
ROOF LEVEL- TYPICAL HEADER WE DETAIL
OR FLOOR 5/32'APA APPROVED EALL
LEVEL TRUSSES 124'C/C 544EAT[Wa. TYPICAL.
�X BLOC&Wj 0 41-01 ABOVE FINISHED FLOOR
f,5=U4LL 4 FOOTWI 2 X 4 Vol C/C I-EYEL Tymc&FOR ALL DamoR wALLsAND
2X4 P.T.Caa.WOD PLATE I1V rNTEFJOR SHEAR AND/oR BEARING OALLS
112' EXP.BOLTS xb'LCN5
tLqTI4 2' WASHERS 6 32�ALSO USE SEE SWEAR UALL NOTES
'5M'*THE BOTTO11(SEE DETAIL 2 2X4 TOP PLATE IIA
12M)4 '8M'6TUD TIES 0 TOP 4-'A36'FRAMM ANC44M SWEATHM 0 IN[TERJOR"AR UALLS. SALIJ CUT UT14 A UIET BLADE
OF EVERY OTHER STUD."CAL
'601'.CN' a 2 x 4 LOCATM. SAM DAY ON EARLY Pag
;t /41>16 -UA4 1 UL4 WAR /-OR FIR6T TWWs NEXT
2 X STUDS 4 16'C/C 6X6 K4 U)L4 WILIF. MOsNM ON LATE PaR
1'CLR-j
"CAL SECTION
ALTEENAM CARRY SHIM U41 TO LMER51DE OF SHEATHW,
1 1 38 CL
2 05 WNT 4 03 TRAk6V. CCIPAc-TED RLL
36,Olr_ NM_U5E 4-'A_'h'FRAJ1Ws ANCWORS, NTS
0 INTERSECTION OF SHEAR WILLS RUhNWj
PERIPSOICULAR TO TRUSSES.
SECTION C.I. DETAIL
NT6 SEE $14EAR WALL NOTES
SECTION
NTO
2 X STUDS a 16,C/C
LNDERLAIIENT 6LUED OVER 3/4' -do, AL
1)21 LAG BOLTS x c, I" a 32' CIC,TT'PIC
T 4 6 PLYWOOD,GLUED 4 NAILED LJ16E HOLDM ABOVE AND BELOW FLOOR
U.JHERE THLIS 0,4101N ON FLAK
bXb UA4 M. W.Wf.
5ECONDM4 A
IRD
WOOD P06T /7".
OR D15L STUDS 1///1/Z FLOOR LEVEL
2 -5/8'.MAC44 Nr: AT 110 1 3RD FLOOR ONLY.
BOLTS DPJLLED IN
WALL DIRECTION M BLOCK
BENT V41 THI mr w 8H No�
I-45 CONT.
STEEL KATE 2 x 12 J016T5
LW 3/4%xe t421
LOW EXPANSION 4j— PETA I ��PACTED FILL %
BOLTS IN WHOR17- NTS
LE-6,ON 5HEAR WALL
SIDE WT OPENING ALTERNATE: MAY BE LWID 'A35'FRAMWs ANCHOR 5A SIDE TYP. SEE%EAR�ALL NOTES
SIDE). IN LIEU OF BW STEEL PLATE AS
HOMO ON PLANS.
SECTION
NTSW 2 X STUDS 4 12,A(,CIC
UJOOD POST ANCPORAnsf� WOLDOLUN IDETAIL-5
FC-4 WS
SECTION
I)ETAIL DETAIL NT5
NTS
NOTICE OF COMMENCEMENT
State of r-i ot, Tax Folio No.
Countyof
To Whom It May Concern:
The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of
the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT.
Legal Description of property being improved:. '-z-41-3
Address of property being improved: -2.1-11-5
General description of improvements: e,- !::!57:- '72c e-o,4-� <'j'0(e-
Owner:
Address: 2--)-'7-3
Owner's interest in site of the improvement:
Fee Simple Titleholder(if other than owner):
Name:
�4rxf
0ntrActor:- /�A�A-
Address:
Telephone No.: 77 2- Fax No:
Surety(if any) ��IA
Address: Amount of Bond S
Telephone No: Fax No:
Name and address of any person making a loan for the construction of the improvements
Name:
Address:
Phone No: Fax No:
Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be
served:. Name:
Address:
Telephone No: Fax No:
In addition to himself, owner desigriates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b),Florida Statues. (Fill in at Owner's option)
Name:
Address:
Telephone No: Fax No:
COMM D130505794
Expiration date of Notice of Commencement(the expiration date is one(1)year from recoRM Wftaasoa d&erent date is
Bend0d MiJ(SM)432-4254:
specified): .9�� - - (D.
Inc
............. .. ......I
THIS SPACE FOR RECORDER'S USE ONLY OWNE�R
Signed: Date:
Before me this day of 6��j (--in the County of Duval,State
Doc#2006169691,OR BK 13264 Page 1817, Df Florida,has personally appeared /9 11 efux d T-�?cc j 1'
Number Pages:I Notary Public at Large,State of Florida,County of Duval.
Filed&Recorded 05/15/2006 at G4:23 PM, Wy commission expires:
JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY personally Known: or
RECORDING$10.00 Produced Identification: 3-3-of�o -,z)
C
7 qY6
CITY OF ATLANTIC BEACH
SIDING PERMIT APPLICATION
Date:
Job Address:
Owner of Property: X14�cl_wt /d�_
Address: Teleph ne:17ZI 9
-vil-3y ?7-ax- z —&
Legal Description: Block Number: Al A Lot Number: Zoning District: 457C_iCo-^.s Po(c .
Siding Contractor: 06o-.e-
Contractor's Address: C-
4.
-3-3 q g,7 0
Telephone: /7 7 2— Fax:_-2- ,`1 0 97
Describe proposed use and work to be done:
Present use of land orbuilding(s):
Valuation of proposed construction:
Is approval of Homeowner's Association or other private entity required? A40 If yes,please submit with this application.
Procedure: In order to expedite issuance of permits, please follow all steps and DrjDv
�
Incomplete applications may result in delay in issuance of permit. 1 0011 1
Ow 10
1. Provide detailed information of product being used and how it is to be attach
2. Provide completed Owner's Authorization Form if applicant is other than pr
let,. d S*13 X4,co--1k; K
') JU_�r._r4 .2-
4; -0 7"'
C- _40 4/0&4,t_�
Address and contact information of person to receive all correspondence regarding this application(please�ri��).
Name: /S7/I 121"s -
Mailing Address: Z I/
*-3,<S-
Telephone: 2_5� 9 -/ 7-2 :2__ Fax: —14 a(v T7 E-Mail: 11,6 -7& 6-q�4t j4 e-
800 Seminole Road Atlantic Beach�Florida 32233-5445
Page 1 Telephone: ("4)247-5800 -Fax: (904)247-5845 -http://Www.ci-atlantic-beach.fl.us Revised 3/04/04
Cc:
CITY OF ATLANTIC BEACH
D.
BUILDING / ZONING DEPARTMENT i ins
800 Seminole Road Doerr
Atlantic Beach,Florida 32233
(904)247-5800
(904)247-5845 Fax
www.coab.us
PLAN REVIEW COMMENTS
Permit Application # 0(0 - 5�&9-2 -\
Property Address:
Applicant:
Project:
T7ermit application has been:
Approved
F-1 Reviewed and the following items need attention:
'y
Please re-submit your application when these items have been completed.
Reviewed By: Date:
Date Contractor Notified:
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
r
Application Number 06-00033022 Date 5/18/06
Property Address . . . . . . 2293 OCEANSIDE CT
Tenant nbr, name . . . . . . REPLACE SIDING
Application description . . . SIDING
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
------------------------ ------------------------
BADII, AHMAD A BLASINGAME BUILDING SVC. , INC.
14286-19 BEACH BLVD. , #365
ATLANTIC BEACH FL 32233 JAX BEACH FL 32250
(904) 249-1772
----------------------------------------------------------------------------
Permit . . . . . . BUILDING PERMIT
Additional desc . .
Permit Fee . . . . 35 . 00 Plan Check Fee 17 .50
Issue Date Valuation . . . . 0
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 35 . 00 35 . 00 . 00 . 00
Plan Check Total 17 . 50 17 . 50 . 00 . 00
Grand Total 52 . 50 52 . 50 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODE&
BUILDING OMCLAL