HomeMy WebLinkAboutBuilding Plansmetal roofing
' system
8" girt \
metal garble
end trim
Varies
;top of beam
Y
cndwall colum
EM
wall'
x1112"
wall panel recess
slope away from,
building
F1
n 4- puruns per
� Manufacturer's
.acceptance for
613CC1 110 mph
-wind zone
wm�
f galvalume gutter
& downspouts
d '
COVEl�e�
3" vinyl faced
Fiberglas ins.
5t^
by
ma,, i acturer
metal wall
panels
top of r.
CB5 wall x
6" x 1a" C55 6M w/ (2) #4co
VC)" hlgh, mom, 8 x e," x 16" ( t
C55 wall w/ concave olnte °
both sides }
,
fill cells at 41 F o.c.w/ (1) #5
f vert. & �1) #5 dowel ^to footing
II a i —Aild or
1
x 1' long longif
1 ;3
I;
4" 3000 psi conc. slab w/
R
66x1010 WWM
I ,I
I
- err
1
11
finish floor
n
a'� "<\, . ': �" i.—•.r.'.-
.006 polyethclyme
va o r barrier
\ -
1 \
Qk -' -
I
rested, compacted �/ \ \
F1
Yieiairnrmax__-__leansand f1II 1,7111
006" polyethelyne ` r: // Fq-
1
vapor barrier -"--,u
° Treated, compacted ry,
bcyon
clean sand fill
s�
w
,
Scale 3
I
-----------------
top of brain
Icnd H
hop
I
I
I
I
I
I
duct
joists at V 4" 0".
r I
w
,a
�r,,.l1Z-11 Fiberglas batt ins, Batt 4ns. � ,
y, l over ceiling 1/2" D/W ctg.
\
\ I
2' x 4' acoustic tile ceiling
< �I
� Y
I Of-Fi ce ��t h
I I� dbl. 2x4 plate r
2x6 Joists at 24" o.c,
' BATH ONLY
K-11 Fiberglas batt ins.
1 1,
�I` solid blocking ,11
lu � — Partition w/ (1) laycr 1/2" Partition - 2x4 studs at 1''4" o.o,
"'
DlW each side of '
{ .' It
K); 2x4 studs at 1' 4" o,c.
{'I
PT 2x4 plate w/ 31811
IFx q PT 2x4 platc w/ 3/a" "Redhead" bolts at
b , 'Kedhcad" bolts at 4' 0.c.
GY a' 4' o.c.
wood bast f
; wood base
4" 3000 si
` I 4 3000 psi p
conc. slab conc.
t
I iw
a
Q
/
u
II .0 o f e thcl 'm ' : i' .O , P Y Y 1 06 po[yethclyme va or barrler H vapor barrier `i / Treated, compacted
clean sam>d fall
'1
nS ;
a)
fifer ' ' t ►ns."
>� +' ` ,
only
. A
at roofing°
tern
o
3
8" girt
Q
metal gable 77
L
Q
nd trim
U
L�
Var
3 O U O
jL43
43
4 U C 2 S
top of beam
>) S
r 0 0 =
ro��uoU �Q
gable cnd beam
cndwall column,
end wall column
4 A i
,
Y-
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-M
to 5eptIc
r2yetom
(F comq. walk
zoom
corificct to
acpvc eyetc
5amitary
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-n & Women
5— ..
W
5
Conc./
vv l _`"
I
Como.
c
openlC6�'
1
I
f,00f insulation
shall be 3"
vinyl faced
Fiberglas batty ` � ' �'
ik
irn P/W
ovc cer't1le
—L
grab bar ��
builnose cap
fr holder wall
� v + from rear wall ?P
;d. aGGes5lble
all.
aoccer0le �—
- water closet
v..b>..n.., y. ,4,
WOOdba6e .0 w.A2M�, .t. ',.e,�-i
e
V1,7siam,s.
'Men" & "Wome
mount at 5' AFF 12" to right of
Design of th ture is bae the 5tar,dard Buis
and all other itpplicible standards.
:Fr .. i
roods orgm� -s and
rtncr detetcr_
,Ackfiii with selected granutar material In ' maximum
{fts and compact to at nllnimum density of " `", per A5TIA
1557.
rrsas that are re -excavated for foundation i->tallatfon
shall be tested and satisfy a min. 95% Modified Proctor
den e lty.
,Alilowable gross soft pressure for foundation design is
�500 pef and shall be verlffcd by an Independent testing:
tabratory.
CONCI2ET .
Concrete shall develop a minimum strength of 3000 Pei'
at 25 days.
Concrete ehn e r-24. Provide 1 1
{wounds I C. r -- e to be used in
footings & ,, abf
Lc Ore—ri!, 1 by 9n`..
for a
concrete piaccrriem d/or q tests for cmh 50 C.Y.
'
stump shal y,e 5" n,,.nu
kc crcin + deformed, new blllet steel in
a ordan6c w/ A5TM A ro15, Grade 60 and detailed per
315.
i,ltces Shall be shall be fn rdarnce w/ Chapter 7 of
1-31a. �� min, a� �r ate ' mar diameter F
Fsets of shop d}Tii
fit. :h,li`can 6tottle'itcst edt
AID. tanc do . _ a
erectiontl of an ,f'!+SrtVi
t
Welding electrodes shall be E unle erwfee
8'C55 wait - metal
wall panels to roof
8' high C55 wall
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Vct$5 wall - metal
Wall Paticle to roof
IN
a fl, C155 wall
L-f H-t Fixtourc 5chc6iulc
Mark Larrips MOUfttlho PCi-1arkS
-2 Max" I[M�
-- ----- ---
White Surf A.
wi r
4 (1)5 �4OC 232 32 Pr7i
26
F jr, j r fell
a" Flex duct - join per A5HKAE deta f I a
3" tiom, 45 degree tap - OaIV. "Spfll-fh" C
dJct ins, 6404 all around
IV, 11Z 4,-A
-------- 4 nctal ductwork porgy'
A!�HIZAE details.
-ail Flcx Com�ngctioii Pet,
A/C Notc6i
1, Vcct all rclircrricnto of 55CCI, State & Local cod'
2. Unit Shall be 11/2 ton, 5EEK > 10.0, 3.0 KW heat strip,
A
: ctal duct H��E cle
4.1.rricetfmo all requirements of Florida Encrey Code.
3. Thcrmootat 5hak be min. 7 day programmable boy
,'I humidity & tirtriperature,
inter
10 1/2 1 I!lIi
T—--------t —----—--------- -_"--__... r -—- -
Ir T
ILL
UF� a, 1110h C155 wall
t oFro I
I f to
t It i
A-4) It to
ili
C camp.
of
to
ro' Ct!3 wall #5 fill cells at 4' b" 01c.
w( ri) #5 vert. & #5 r)ow� i to TTO.
F5 f [it top 2 courses of, beam block w/
cent.
to septil;
System
4!
(F5 wj
L D
or
A-4
3000P061 "FlIlermeth" rel4brodd 00"0. floollot
5" 3000 F51 "Ffbperrnesh" rafmfareeJ conc. stall
66 x 1010 wwrn on 006' poly vapor Omrrier
W/ 66 X 1010 Wwrti on 006" poly vapor barrier
treated, compacted clean sand fill,
on treated, compacted clear, omhd flit.
-4
conc. walk - slope
my from bUflalfme -
l
It
It
It
11
"drop at; doors
6
)M1 Inside #1#1t
ot
I
L---------`----
------------ - ------------ --------------------- - T
\1 1/2" X 11/2" exterior
metal wait recess
20'
Mir. each
I Ice
F2
steel frames
ri ---- -i-ot
11 • I I t
�j ----------------- 7- LJ
4 ,7
rem
oz�
I r 112
t.
r 1<
overhead feed
to FF &L
200A
I ph
disc.
Bond qr6umcl
r I - i
TCI
200A
ph
J 130 cir
11 to 1/21,
---------- --------------------------------- I I -------------------------I
. 4
t ; r - - - - - -•I r; ---------- -----------
, �4
F6
of It
25,01,
It
to
Top Elcv.cmarkc7
L
#4'o corner bare
01011
square x
01011
F-/- C X
_114ard X ZI A
0101,
e-- �
Note 5 ';,:amcdl & 5c�lcel rlj
Drawing fcr anchor bolt sizes & locatfomri.
All a as a -"I _Coraljy poured with buflding slab,
j
F02
It 11
rl ---- o-i
I #
---------- I T I --------- ---------- ---------------------------------
------------------------------
open along front ," r,
:sec Manufactrer's Drawings- prepared,
signed scatecl
by a Florida licensed Structural Etioirtccr for Dotal,
anchor holy sizes/locations.
ITOUNPATION LOADS FROM J05 #2260"Florida Pro- -
hcct5 A5 1, E-I E -2 E-3 dated 5/6/ 97.
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REPOR
Jim
K�
00"
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IN,
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Al
Wam
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-ROOF PANEL
x2"xl6GA.
ION PANEL
0 PC
JNRFRWR�
ti
1 TRY
ec
ec
�"'q7'V4"s"5" FMMV
M its
, 'v'! 11 41
04
ki ",
SMU
pay,
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D"M
V`_ 0,
vo 41
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way yq�,n.. IMP R
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ln"�a
yis
'eg
Ad
AM in
1.4 ace oil
fowl
NS wt iN Waf.
IVA,%
Nos -MOD
OW,
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qj* it I V I. , "
t.
mill 1
M WWI TA 0 1 M
.......................... ............ 11 can
ns-
icon,
"PT; not
3. Thermo5tat shall be mire, 7 d r¢ r ram �tle
humidity & tmperaturc .
rl
-
a p ,�.. , .:..--. c,.. g.r ,. ..,r :< "�f&it• a r. .. ,-.. � IiIR: , ,-iai .9...,
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DESIGNED BY: _ JRR__.
DRAWN BY: RAH
CHECKED BY:
FB•
95292COZ.DW
ZONING
IH,
LAND USE. INDUSTRIAL
ZONING
IIl
LAND USE: INDUSTRIAL
Lindahl, Browning, Ferrarl
& HIellatrom, Inc.
CONSULTING ENGINEERS, PLANNERS & SURVEYORS
2222 COLONIAL ROAD, SUITE 201
FORT PIERCE, FLORIDA 34950
(407) 461-2450 FAX: (407) 465-1225
WEST PALM BEACH JUPITER STUART FORT PIERCE`
a
t:.111l_d_ 48 HOURS BEFOF;k
c- PROPOSED OLEANDER HEDGE'
i OU DI U IN FLORID4
NUMBER OF PARKING SPACES
I ..._ 00-A432-47
IT'S '[HE L- AWI CONSTRUCT 24" STOP BAR AND STOP SIGN
)NSHINE STATE ONE CALL
Of FLORIDA, INC.
•vsMY+:n9M:.n' %Y(Jdfd:' JAY X@clC• .
}
R 121997
C.A.T. RECYCLING YARD
ST. LUCIE COUNTY
HORIZONTAL CONTROL, STRIPING
AND LANDSCAPE PLAN
QAT�: _MAY 2O, t99fi
SCALE:.. 1 •, a 30'____
SHEET -_Z_.. pF