Poinsettia Street 290 - 294 -----------
eA�,5S
Id go N
57IX ��,6 /A ,
J-1p)
v
6-0e,2
n?
0 0 i:) I y
Woog
2 ALr
L,
5� Ar'
Fr\
0 1 49 f: N,./,: 16 F
I r
x 007.0 r§ T rj.00
C "all
46
7
t-T
T
-----------
J-
177 - 77
04
b
lu't
NNW
LIJ
rT
ir
LUOU,
cq
T'
I vz�
LAN -
s rr F. p
F�4
FA I
2 c/o
REVISION$ By
40 7,
141
10
6!�Afft.) OA!:�� Vq
10
r
All
U) e%
Ul .5
TTPKAt-: U.
111- U-1
o
rz�
Al.
�K- eeN6.
A- 1 �4 T?— 0 w
�-,A a, -*/1 4 �u
>0 j
x 2
E3, 1� 0
All AA
UJOU
F
rKL":1 e)
CIA-0
7A ff
/0," A.0'5 C,,,
Ilk,
K.
L/
Ca44 DETAIL
'Sim,
1,4AT �2�, ft�3
All
0
w
FOUNDATION PLAN
r ro C 6-- A- f?-- C-, S L 5 k 1,6 7 r-N A T C-7
t11L
<
JL
oj/e?-� ^lei (VTZ
D I.
KG KH
KFN� D r=.T A I L TAIL T A I L, ,s
i
P.or,
4/1.4, U'0,00,AA.
vallp
--A 41,
.1 = $ DRAWN
-Z
If
CHECKEF—,
-77.
v F-
R .
�A '1411 T
PA E
eel,
-,OL-
SHEET,
� Av
D e D r= o r=
0 E T A I L: TA I L KC TAIL TAIL DETAIL
All
F)-"F
OF SHEE
Ivowsz#iA
21 1
1s.
33 Tz
r
r
�A
En
ji
r
H I it I
F
r I ' M I .-M[
to
M \4V
r
G)
i m
Wit k—
C
VIN
33
I -k
t
41
171,
t
F
33
va
47 % -... - R - il�' —
Ur-
is — 0 0 —
- ( — 7.
Z-
7A
t
Ir
r
tn�
x- 641L
0 10
4-
71
CL
p
-1 H '7711
I T
n, 11
0 0�-
r
12
7a
21-r
lRA k)
Ed m GY
r
e\
77 it
us
m
j .1-7
IP
7
--+ m
m
17
IPA--
14
Ell
:F1
7Z
d\' wk k
�j
M
10 r I r I I i i I
41�
r
m �7
41t:
77—i
m
r
r m m 01
L
r
i� i 11414 .
m
0
m
0
In r
r
22NDIB BY * THE * SEA kLVERMEY ARCHITECTS
420 S. THIRD ST. 246-1150
TA
JACKSONVILLE BEACH , FLORIDA
0
074W
rn r- Im
74 IOM am z
rn I L
r"
_711
ET
L x
Pt-11� 11
X
REVISIONS BY
G
A.4-
LU
LL
-1 Ple-A L
3/14 tl) l-)L
7
META".. co
Isir 4", AV
(1) w
1WA.
v I -r 4
>0
F
1"rPCAL, A!!� SW—WQ cc
At ax" 1: _k . >
ujxz
ctx:;w, TT
SO
MT, A7m_�+ q (h
YEE UJ 0
B_
I AIM 7400momms
. c
F1
FRONT
0 9 rA
LEFT 91 ,
ri&ri-r
ZH K'6-L4 e r6
CAP
fty w
t1p Far-
op
FA-f -r�)
jw
12
17
HAL,
�v
___T_ .7
I R v la�_e
�Lv R.
X,
RIG
k__
-A
DRAWN
CH
_j
RKED
_j
r_j
IL
7
SCALE
arr.
5 NO
os
-OR
+
SHEE T.,
777
A * 3
REAR
A . BLDGA S E CT IQ 1%U
MEE
OF S
Li
.7-10 4_9 7POin'Q
REVISIONS By
12- LAf 5-Rar
6.
FT
�A ---7T-CeC--) cft� R, .C-p Tic"L es
Wo 91/
J.T� SA
�2xl
.4
wl VAf,--r, f
k
ly Ire 15; r
fi-77,
X,4 rlp . -
A-r f�n�f F`
k2&
�Z� &ruc� (A) 5L�rs
J
ol 24P
_x
44
-tKU
FA6
X&
AS QIILIUJ I A-:>
F!�� pAe�- F��. 60 w
< :A-THNO (APA CC
6+,ALV. 01-
w
o"
Lij 1 Lp
A DETAIL ME
rV ry is
1,2" 1 ('� �14 A , �m 0
DETAIL TAIL
0 9 T A I L
- 'r �Ve c r- ff#�r-f U-*AU— Ru, uj- 114 fLzz,
TT P eA A6 ��CQ
FTNe f yi�fl- -Tj�,t4t��S (E:�,
74r F
'24 1 cle f te Ka!�p v
k�-W, Ps,\A���,gj, 64--a\' A U-tU, u-,l 1�'05 rl-� Q -v, 6,,O-J!5,
PC/4 VL, �,-r �:E" 4 JOIVT�rl E�h -oeo 1
tX6 Pj/ Auz-
e_l Lv r
al. 71�1 -rce el-r- FIX
"NCAVE5 CtiF�;)
"17
5 A
r5LIV , :z- +- I,,,, I-o" (A)
er (,A)
T
T
'6, W(E!�
'1�F-1 eA L,! rt�r, r,,1AA-,
w(ml�j) v,/ 00 W06 r. v4- ft
N41/ IF1% PVITI�7.
D r=nw T A I L
('B—'N� D F. T A I L (2; 0 E= T A I L ( H
IT -T�f2, IF
-N(91 eA /4"Ir CM LAI
MY,
ta q
,'5�1 -TH 0 A Fit P,�, a, sn'c,
SfIl
KI ,,I NJ I�J&;,
5�'a V
6�pt
-Trf L-,f :a� a.
A M& A-I
ell
to
L-J,, A-r 1
�Avjp
DRAWN
L2 F��
CHECKED
DATE
D E 0 F. .2
rC T A I L lT A I L D E T A I L
AA; SCALE
4
SHEET
Ao4Ir-J
OF SHEM
REVISIONS By
A
S. 1-2:es.
0
22 10
�A
174
00
LU j
U,
u
141
w
B
NIL)
A -4 lax
>0
do L If", Y11 >
r+-Y,�C-- I L)
14
uj yz
7 �w 0
12 0 (A
X0
Ujou
tr Ilk > N
`P V
A& x 1-2- d Y e,
Nei r-Z� 5 ,
40
F 40 A 461.
71
ICA
----------------------
F1 ZCIP,
JK H G
D
A A-4�
A. " ----- -
'Z q 1/1
I it
I
a:�� &.40"rzy�l 'AT
Tc,
0
FRAMING PLAN FRAMING PLAN FRAMING PLAN
r\sr cwo P,-r, 0, r�-AL� ell �Aj- ?Ao H14
(3
>W
OFF
1/4
v
ser-, H/A-4
4 ou MTL- LAM
JI TIP. WIT�s
m
AFE�P, tAQ, V111p;6 H P%I OA-1-1 I
rw AFA PXEC.
14S
02X
9-IS. 6s-c� 4 -two w A-r il "(P. wa -rictim
HgAIIP _LA�M 0 icvN
f Ma
w 17 L. I K I Nri Pq
e-W AN 0 —4
JANIE>t -s-
R.S.6erW. cu
1XI V-1' k�ZA M 0
1A.
1�-ut
155;e r1o:5 %a! TTi;r:o
x 6wt5
e6L& 6n(2xz
'M
&
t A 12 -It pVgj4L WN
-ZRECKED
\,'-Z `�H R�
-E;1ac- 0 TE
?,
1"`TqeAL1 PN)�Xw HeA: o. w.E�o/A vv;��21W slll�- sxl�'P\ /A)
E
JOB NO
13 E T A I L E3 DETAIL C 0 E T A I L 13 DETAIL �r= nE' TAIL
A-g2' At r7 A- 9 At 1�2 SHEET.
A �
5
v v I
T SHEETS
0 F
Q,5?o
7
.....----- .. ,11.� ".,� . -7- --.,":; , I I I V
"W"al I . ,.1� . -�-Z . i _. , I ",
a 7 7.
A'
DIM4 CRITZM J(A
2#2 t Q. et,(-'1H 5- A, -AMOMW W"i 01 04WVAI�W IASTU SIAP
AL LOAD ONLY)
tVALI0 YOR LATER
Ujul Code, and the 1996
Or Wood Trusses ' ' Pt ,
Qngress
COMMON an Pat 1946 .Revision of, tb* Standard BuJ
Flo
4yor ior IqUIV ZING Ol F 1ASTENER a approval
-4 Southern': SijildinX Code C
MAIL STAPLES verIficailorlo bY cooplato, coticulWQns,i1&n*d
durricaner, R sistance Const;uctloa Manual by ti with difisn
to
NAILS' T-NAILS
un a noted) ,
International less otherwis,
a14 $#led by a rvS�' tered nXinest hol4jn$ cu
71f, f, , 0' ' 1 0 o 4 d oi 1 0 jb, esistr4tlil %
3PACING GAUGE
3
in the Stato� of
it&*# too+
1" (cl"% PENN- Florida Top 4ad Wtt" chords shpA1., bi, UA
wood a-mb 41 A
k, 1. LIVE LOADSs,
r As
I TRA rioN
. el 43 'in 4`TRySsWAL1
444 the W*4 wab "s Shill' by eithe '
to
s ROOlso. . . 2Q PSI
'3 1/21' 1, 41' 5" 411 510 e ise e
for 'the following*
6 d AT I trusse,* .must bil dssl4nod
ATTIC WITHWr ST00AG1 NOR 7VTURZ SLEEPING ROW 10 PSY
a 740 11 64#
positio 'With 61' 7 1121,
RESIDWIAL ILOORS.. . . . 4 . . . . .. 40 PSY
S.
P1 11.6s of 1,6 1/2", '1 Sol 9 1/24' it dif 100
as . r 69 PSY 12 PSI
J. AALCONI13- - w
'S 1/2" 1210 oad
12"
-.5 psi
OFto
rpittod, shall be as PXWA1P. . :* ' .100 PSI
Botto4 Chord De :d Load
14 1/24' 12" 14 1/2@11,
on Allowance
5 PSI
Ld
8 d AT 2 1/2" 3 1/2" 11 4.1' 's I 1/2" 6 1 0 . 4
2. WI" LOADS:
plies.
Bm. .
nsion' s, 41# P31
d
Al 51# 1 610 1 541 1 610
alt.,IV 5 I/V 1, 6 1/24' It 1 6 1/2"
f
all
16 1/210 '1 tg . n
101, all 100.0
7 1
03 -v 21 f 1219 Sit loll 12" 11 9 1/21' 1 12"
Code for fas"st mile wind velocit '
ad WWI. go' la; ' than 60' high. , -
F-4clos
s
an n
2 2 1/2',
3 2 1/21'
Plywood Design in accordance with the Desi
t14brico ton,
1/2 o4 4"
t o Ee B F. -Luoar 6ppononts, and the
ci for Plywood 4 pr ad expanstoil joint' whers a Ad@ Plywood Dasl
emou lab on r all 4 1/2" 5 1/2" 1/2" S. 1/2-1 711
Uplift� oq flat.surface . . . . . . . Specification
and lorm No. 3307 revised
wa
ho $labs, '5 1/2" 1 7" all 1/2" 11 8 112
10"
810 o81.1 1 Olt January 1986P6000 o Residential & Va,
or noted 12 j6 1/2"
Maxim�m Lo e es (Roof Comercial, by the Americ.aA Plyw4od As ns
0 as wn
of SBC7 ad January 1984/
ig ce with Form. N9. .1301 vis
S1 'po sho in Plaure 1205
S." ' If footJA V QnS 3hown Qrc,4ie, in a dl*tvrbod uns
*Is ati table 10. All lumber shall be identifi pov - a ou"VC
110 the Z"fias s ied.
.31: PSI, 24 PSF
. .. .. . -30 PSI I. Shear'wall, sheathing shall be I/V AM a 'piovo4
f rw4r. 4pd, masois shall provi4o the necessary br4cins during ied arwW4 approved by NB ae as
. . . . .. .
0, The mer e Q PSF -2
&44 until,the witirs, structure is pluob and dried in.
35 r S in A vertical, positign at all buIldinj 4 "0 . .'29 PSI' / -21 P I ..Mers. Use $4
BX ns
I ' 1�hown, 04 tho�,,deavinjs is .tho requirement for the completed PSY,",/ -9 P3? nails 01, Olt cente'rs,with a enetration..
1 R
not take Into accon
trwtur* only, and d9as denfied for grade and SIUS type by
6 PSI gap b0t , d I
son'' a4
t tie t
Qnstructioa*
radwwrk4 of an approved testing and SradinS agency.
2. PIY.wood rogf,.,- sheathing Exterior Walls., 9 lg 1 40 L ori4nts4, '. W;
anchgr Wlts, etc. , embad4ed in b
All tr d sb-44- WA9 an pprov ua
s 16 S
Zone Presures as ihown,ln Iflure, lZ0 0$ hayinS an APA 32/
t dippod galvaniz a
us over two or. more $pan$
.. -pa a 4 � -4t inuo
n aoe
rating.
th ths' lon s ins od nails
OiI 4W 9 .0 30 PSI iti and'size 9f'n4ilS ning wood members 14. All lumber and PI
undar$es and it 0
atsbars, indg re ttsated, 2" thica and a ,
-33 PSI
30 PSY, 4" on� centers dlaphra4 bor
less t
all apt W, those pecified belowt
ont =wt mise at the time of construction center's @'o.thitr pan*4 ad .1 J�44 4� 12,14 to
-414 T-nOl am 4h9loo I
a e . . �n table
ees e
Joining Nails
of equivalent, fastener za3f also bo used P '91'
an
4ssure
t autot�aticalfy
Method
Roof/Ov6rhans Presse gu clips, ar not required bu,
16. Not les than thrto studs shall be installed at every cornet of an exterior r
-81 PS sp
... . . . . . . . . . . . . . . . . I proper, page acin;,
wall . 63 PSF -57 PSF
16d
st�l Endnail
or to Joist els shal b(k 3 41 APA PS I RATED
. . . . . . . . . .. ... .. . . . . . . ..36 PSI -30 PSI or
. . . . . . . . . . . ... . . . . . . . . . . . I SHEATHING PSI PIywQo& SubfIoor- Use 84 nails 4 1211
bearins walls mus
ist to-sill 'or,' irder Townai� ee a
v
centers over, intermediate suppocts. and 6" on ger
o e
crease na i
the edses. ',In �pacingto 12" on' If
3�40i' 444"edge Joist to sill Toenail
glue Is used.
3. ALLWABLE UNIT STRESSES
18. Roof JoLsts shall be laterally supporstod at the ends by solid blocks or
Toenail e . and 2 8d
oist
or osins, �Q J' diagonal. struts. Such bridging may be omitted where
Concrete D Soil Bearing (]Dg l 2500 t.
n e s
nailed Lo a header, bnd Joist or to an adjoining stud. Also, provide
strip tQ bra. 2 in, thick solid bLock or g -0" maximum spacing. Slab on' Gr' ade. .. . . .. . . . .* . * . . . . . fc' -. 3000 PSI o e
ne
PSI g la e itigno
plywo-ods 19. All double hea e ge ed at
n d footial ' sure
All . . . fc' 3000 PSI
V1 v)n centers 2" f rom top and bottom. s and slabs
diate Joists 8d '1 8 In. on ctr.
615, Grade 60 e oe e ads.
Reinforcing: ASTH A
fourth the depth. Holes
1 bored for pipes or e o 4. TEMPORARY BRACING
Andna L 1 the Jolsit depth and the diameter of an
I t
b
ll be responsible for all ' *
Endnail 2 16d
Op PlAt4, t4 StO ineer'3' approva d 5
s i e a e
de
d o NDS%e by the the entire structu
Platt g gs
o
21 . All studis, fi u the Ti'mber
andards (AITC 100) and l Joist or blocking
at least-, 2" from the outside face o ua dition) by the
Ame
16 in. on ctr.
�Voublsd 4tuds 10d
na wall
tq exterior wall stud 16d 16 in. ctr.
o
Framing Mm mu
p I s eriion, Ic -
pla�te t o
160 16 in. n ctr. Sill utility 1
n ho si for a modu.
s
-11�4 LA facenail
for 'coastl constructio only No. I a , E a 1600, k
y.' All design values ar un
ate, laps and. I Joists,, rafters, an e
I Facenail 16d 1, . . o
rN CIA c)
in r4 treated lumber design In,accordance, with the Manual
Plates, c of Recommended Practice 'of the American Wood P
ti
Auous header, two I
Association (AWPA).
16d 12 in. on --tr.
No. 2
each dv
I
Laminated, Timber PesIgn per current
I I
' e 2 8d
n g ��44 C.studs Surface Dry
"NDS", by the National Forest Products Association,
Rafter Toen il .
hip rafter 3 lod rA ri.
to, valley or Posts and colwmis; Standard Specl.ficatioris for Structural' Glue'd Laminated
2" to 4" thick No. 4
Endnail 3 10d Timber of Softwood. , ladd AITC 119 Wtha. Americall 41 AL
Rgebo Ti no values by� tho
Roof Truss Members 2" to 4" thick American Institute' of Timber, C�>nstructioq .(Allt) are
Rafter to rafter through ridge Toenail
upper & luwer chords No. 2 FO - psi (reduced. by site fact-or M. Fv '- 165 psi and
I lod board �Edgenail
hNo. 1 11 act�ured ' in an
with the latest edition of U,S, Department of Commerce
o ter:.
2). Use 2x4 blQcking spaced 2' -U" oti centers between ceiling joi Voluntary Product Standard 11.q.56, "Structural Glued
in. 8d
2 12d
-0" fruto each &able. T I mbe r'.
for 8' Lamt.nat,ad
3
1. in membe r
n o overings shall be 235 lb. asphalt shingle 12 gauge 3/8" lit)
d Trusses fabrication shak,l be approved by ICBO.
I st-ant. annular typo nails 4136" shingle section.
c Provide shop drawings, for en ineer's approval prior t,o
each ide
g I
12 1 fabrication. . All shop t1r
I 16d 25. Refer to Gene n e equ I remen t i .
i.ntrs
o holdins a current
registration inthe State of Florida. Hinimum,metal
W 6. 4" concr,ete slab for electrical equip
plate ,s,lze ' is 15 square inches and designed in, accordance
I by 8 in. or less, horizontal,' Facenail 2 10d at -ea h stud t fica Plate Connect-
of 17. awtay from building. See electrical contractor for t
size e and wind loads listed aboe
I I
r
gne for the' following: ,
27.
U 1 SF
il into the , . . . . . . . . . . . . . . . . . . . . . . . 5 PSY
enaon e depth of ple or na
e
ng l rawing, tt,r loc.Ation nd size f 11,At)4 e I'
following rior mechanical equipment . n n
Ennr pp 6" larger on all side of mechanic h
o d g
e UAW%
on the plans
e, Trus Joists must be designed for thie
A) TECOV Che
fol lowinal
Mham, Ontario, CA I r , I ,l and
C) Kant-Sag, Montgomery, tW 56069
equipment . . . . . . . . . . . . 12 PSY
94577
D) Simpson, San Leandro, Calif.
work Bottom Chord Dead Load . . . . . . . . . . . . . . 5 FSF
Top Chord Partition Allowance . . . . . . . . . . . . 15 PSI
SCALI
. . . . . . . . . . . . . . . . . . . . 40 PSY
ongs ' sleeves, drips, ckamfers, F
wings. N
0,
77 ilia st,
.........
..4" SLAD—
a"rift
CONDENSOR Oo
e UNIT ,uiqj
4,4
1%ttl
WP
0, 0 lao crm
XA
UO
4�
lu
20
4A
01i
T 4j
4e-
T,
�O ATI�
iw
I?.,o cfm
4
cf
?_-46*
75
.47
up
.............
VP R
,Isc 0 N N f-c t5o AMP
��Fss E 1> f FULM PNL
SOX
1 0 U
t
4 2"'
7k
4.Mr
o L
HVAC
Ale YP.1 CA
Y,Pi
P1 CAI,
E L SC HVAC ELEC.
HVA
" D/BA LEVELS
E L 19 C 10
woo
. 8 r=
LIV / IT/ DIN LEVELS
G. EVELS.0,
A R A G rz L V I N G.
4p
:+ e
:1
Jr
los .,20 RIA 1)14
17
tA L;
T
U W-t-WA I &W? PA IN
K4
46 ILL
V00
0
goo fo"
le A,::'
K I W,
7e
S7 WAf
V4
RA
K
'rY P1 CAL,
VA t,kN
7,ts P� c
HVAC
10 E TAI L
rA
' EVELO
ATTIC L
rA
_�aj:O_XH . ,
A 4 vV .0.
77
I y
7't
77 lu�