HomeMy WebLinkAboutBUILDING PLAN3� 2 5 15I16 1 1 /16,
3 6"
° ° 3 1/2'
0 0
3„ 3 3 1 3/4"-
CO Do
5
c0 -
\ l l
,n 1
m,
CA
2 1 �16 z r'•
2 1/16"p
beam
foo�{o C` Of 9osi.
NOTE:
ALL DRILLING IN STEEL & WOOD IS TO BE 13/16"0.
12
c� 3
1 1/4" ALL FRAMING ABOVE PITCHED &
N TAPERED LAM BEAMS IS TO BE
5" x 4 1/8" PRESSURE TREATED
GLULAM.
N 2 x 6 PRESSURE TREATED
FASCIA AROUND PERIMETER.
MK-2A o
C-8 C /
B-4.
I I
C-7
It O
� o
CONN.
S-2
3
req`d_
10 - MK-2
1/4"
x 3"
x 6" SIDE
PL. (GALV.)
`-1 1;/2" x 1 1/2" MIN. PRESSURE
TREATED EDGE MEMBER.
-MKL2 PLAT iF EACH SIDE TYPICAL.
B-2 TO BE DRILLED IN THE FIELD.
2 - MK-2A 1/4 WELDED SIDE PL. (GALV.)
13 - 3/4"0 x 6 1/2" BOLTS (GALV.)
SECTI.0N THRU RIDGE AT 3 LOCATI.ONS
2 x 6 PRESSURE TREATED FASCIA
PREFINISHED ALUMINUM DRIP EDGE
20 YEAR WARRANTY FIBERGLAS SHINGLES
INSTALL PER MFG. RECOMMENDATIONS
15# ASPHALT ROOFING FELT W/ 2"
MIN. LAP AT EDGES & 4" AT ENDS
jT 2 x 6 #1 SYP DECK, T&G, EV1 S,
0 I KILN DRIED, R/L, END MATCHED -�
12
3 '
LWIA
BEAM B- 4 5" x 4_1/8" 6- req` d.
(16F-V3)
NOTE:
GLU-LAM BE`M B-2 WEIGHS 1010#.
HANDLE W/ NON -MARRING SLINGS.
12
_ 7
3
14 (,362A.
(7)
1D/12
(5)
1D/14 (302-24)
,,
TENSION LAMS
(2)
1D/12
2
(1)
2M /8
(3)
2D/8
(1)
1D/12
(2)
1D/14 (302-24)
TENSION
LAMS
SEC.
A LAM
LAY-UP
1
DIAGRAM B-
2
(1 3/8" LAMS)
SYM.
ABOUT
E!.FV
TOPOF COL I i
-
E-TL SLAB a
ABOVL CON
�'
s�,
'v
I'
BEAMB_-2-
5"_ wide_ 15_req`4
FINISH CUT FACE
N.
(24F-V5 SPECIAL)
5 1/2"
A.S.T.M. DM--25 UT`I
TY POLE, CCA I
PRESSURE TREATED
ro 0.6 PCF.
11"
BM. FLAT 10" MIN. BUTT DIAMETER
AT TOP.
(C-1)
20'_0"
40'-0" C to C of COL.
50'- 0" OAT
to OUT of LAM.
4 - #6 x 48" RE -BARS
THRU COLUMN.
WZ,i Xa'a.d.1Z... _b:II':;S_[...:, .1;
w .:• iWWM. 3000 PSI MINIMUM CONCRETE.
COMPACTED/ENGINEERED FILL AS REQ'D.
IN
•F{��=nll u
is Ru �I
.� n 1 1 UNDISTURBED •• ••SOIL,OR
i. FILL
ill 1 11 11 �� •" i• •
1 _3- .. . . • OF
•� II IL�11 ••BELOW IOP OF
�i BELOW TOPOF
SECTIONCROSS BUILDING
0'-0" ELEV. 10P OF SLAB
7°
1 1/2"-, 4° 1 1/2' o4 5 1 � A.
io
- � I
m
NOTE:
ALL PLATE 1/4".
ALL HOLES 13/1600.
5 1/2" COLUMN TOPS TO BE FIELD CUT
& DRILLED TO RECEIVE CONN.
CONN. S-1 30req`d.
1 - MK-1 1/4" PL WELDED SHOE (GALV.)
6 - 3/4"0 x 6 1/2" BOLTS (GALV.)
4 1/R
2 1 /1
FINISH
4 FACI
S-2
1
M
C-7 5" x 4. 1 8"
6-req`d.
COMB. 45(1: 8)
4 1 /8"'
2 1/16"
FINISH
4 FACES
N
S-2
N C.
rn
C-8--- 5„_x 4 1/8„
3- req' d.
COMB. 45(1: 8)
TYPICAL DECK LAY-UP
V-8"
1. DECK IS FURNISHED IN RANDOM LENGTHS, END
MATCHED.
2. START LAYING DECK AT EAVE W/ TONGUES UP.
3. DRIVE COURSES TIGHT W/ BLOCKING.
4. TOE NAIL & FACE NAIL AT EACH JUNCTION
B-
(W/ BEAMS) USING 16d NAILS PROVIDED.
B
5. SNAP CAULK LINE AT BUILDING ENDS & CUT
1
DECKING FLUSH.
6. CONTROLLED-BANQQM LAY-UP
THE DISTANCE BETWEEN END JOINTS IN ADJACENT
COURSES MUST BE AT LEAST 2 FEET.
JOINTS IN THE SAME GENERAL LINE (WITHIN 6"
CI
MITER ENDS OF FASCIA
A AT CORNERS.
OF BEING IN LINE EACH WAY) SHALL BE SEPA-
BUTT FASCIA ONLY BEAM ENDS.
RATED BY AT LEAST' 2 INTERVENING COURSES.
FASTEN FASCIA TO BEAMS W/ 3-10d
THERE SHALL BE NOT MORE THAN ONE JOINT
NAILS AT EACH JUNCTION, & TO DECK
BETWEEN SUPPORTS IN EACH COURSE.
"
0 12 O.C. (SIDES) & 8" O.C. (ENDS).
TO PROVIDE A CONTINUOUS TIE FOR LATERAL
DECK PLAN�_CORNER
RESTRAINT OF THE SUPPORTING BEAM, THE
PIECES IN AT LEAST THE FIRST & SECOND
COURSES, & REPEATING AFTER
AT LEAST EACH GROUP OF
SEVEN INTERVENING COURSES,
-
MUST BEAR ON AT LEAST TWO
SUPPORTS W/ END JOINTS IN
THESE TWO COURSES OCCURING
_
IN ALTERNATE SPANS OR ON
ALTERNATE SUPPORTS.
SECTION B
SECTIOv C
2'-0"
LAMINATED WOQD SPECIFICATIONS:
SPECIES------------ ---SOUTHERN YELLOW PINE
TREATMENT (CCA 0.4 pcf) COL. C-4, C-5, & C-6
LAM THICKNESS ----------------2" NOM.
STRESS COMBINATION -----------SEE MATERIAL LIST
AITC APPEARANCE GRADE --------ARCHITECTURAL EXCEPT
INDUSTRIAL AT COLS. C-4,
C-5 & C-6.
FINISH ------ --------------SEAL
PROTECTION - ----------------INDIVIDUAL WRAP
HARDWARE- --------- ------PER DETAILS & LIST
WOOD SHOP NQIE_5-
1. Materials, Manufacture and Quality Control of glulam shall be in
conformance wit "American PJational Standard for Wood Products -
Structural Glued Lamir'ated Timber-"ANSI/AITC A190.1 - 1983".
2. Members shall be marked with an AITC Quality Mark and, in aaddi-
tion, n AITC Certificate of ':onformance shall be provided to
indicate conformance with "ANSI',AITC A190.1 - 1983".
3. A'' holes in wood to be 13/16" diameter unless noted otherwise.
4. All counterbores in wood to be 2 1/4" diameter unless noted
otherwise.
S�CEL & HARDWARE SHOP NOTES
1. All steel to be ASTM A-36.
2. .All welding to be done in accordance with latest AWS standards
and all welds are to develop full strength of all component parts.
3. All bolts to be ASTM A--307.
4. All hules in steel to be 13/16" diameter unless noted otherwise.
11. All fabricated steel to be galvanized.
DESIGN CRITERIA
- __-- A. A.S.C.E. "Wind Forces on Structures" & Southern Standard Building Code.
-_ __ �� B. Roof OIL= 8 psi + weight of glulam framing.
C. Roof LL = 20 Ps'.
D. WL = 29 psf (120 mph). ST. LUCIE COUNTY
TYPICAL DECK LAY --UP
118'-0" OUT TO OU'r OF SLAB
116'-0" ROOF LINE
14 SPACES AT 8'-0" = 112'-0"
5� 5�
U U U C
FRAMING PLAN
SIDE ELEVATION
UNLOADING HANDLING, & STORAGE_ OF GLU-LAM & DECKING
LAMINATED MEMBERS ARE WRAPPED FOR PROTECTION IN TRANSIT. THE ERECTOR IS RESPONSIBLE FOR PROTECTION OF MATERIALS AT ALL TIMES
AFTER ARRIVAL AT DESTINATION. IF STORED TEMPORARILY, MEMBERS SHOULD BE PLACED ON BLOCKS & LEVELED, WELL OFF OF THE GROUND, &
SEPARATED WITH WOOD STRIPS SO THAT AIR CAN CIRCULATE AROUND EACH MEMBER. COVER THE TOP & SIDES WITH MOISTURE RESISTANT PAPER
OR OPAQUE PLASTIC. USE NON -MARRING SLINGS WHEN HANDLING. ROOF COVERING SHOULD BE APPLIED SOON AFTER ERECTION. PROTECTIVE
WRAPPING SHOULD REMAIN ON THE MEMBERS UNTIL DECK HAS BEEN INSTALLED & ROOFING APPLIED. HOWEVER, IF THE PAPER HAS BEEN TORN
OR PARTIALLY REMOVED DURING STORAGE OR ERECTION, IT SHOULD BE REPLACED OR ENTIRELY REMOVED TO PREVENT DISCOLORATION OF LAM
MEMBERS BY SUNLIGHT.
LAMINATED MEMBERS RECEIVE ONE FACTORY APPLIED COAT OF CLEAR WOOD SEALER. (FACTORY STAIN IS OPTIONAL AT EXTRA COST). IF THEY
SHOULD BECOME WET DURING SHIPMENT OR INSTALLATION, OR IF THEY ARE CLEANED IN ANY WAY, THESE LAMINATED MEMBERS SHOULD BE
UNIFORMLY RESEALED BEFORE ADDITIONAL STAINING OR FINISHING IS DONE IN THE FIELD.
DECKING WILL BE DELIVERED IN BANDED BUNDLES, WEIGHING APPROXIMATELY ONE TON. BUNDLES SHOULD REMAIN BANDED UNTIL DECK IS TO BE
INSTALLED. A FORKLIFT OR SMALL CRANE WILL BE REQUIRED FOR UNLOADING. BE SURE TO USE NON -MARRING SLINGS.
IT IS THE ERECTORS RESPONSIBILITY TO TALLY THE DECKING UPON ARRIVAL. NOTIFY "RCP SHELTERS" AT ONCE OF ANY SHORTAGES.
NOT TO BE OCCUPIED
EFORE FINAL APPROVAL
E 1LDIN a DAP' 1M __N1
E ATTACHED CONDITIONS
ST. LUCIE COUNTY -FT. PIERCE
BEAM B-2 FIRE PREVENT13M BUREAU
REVIEWED BY
�
ENLARGED FLAN_®_ C _APSE FORME CQMMIAN E
PH: N1: 453-04053 DATE
I`JSTAL.4TVNN SPA'L IIIE INSTALLED IN
C N- PA N6e WITH N.P.P.A.
STANDAR-'(S` __ _..___ _-.._ _
STAB MARSHAI S R & R
• - INDICATES COLUMNS THAT SHALL BE PROVIDED
W/ A DUPLEX ELECTRICAL OUTLETLOCATED
ON THE INTERIOR FACE & SUPPLIED WITH
#10 WIRE IN PVC CONDUIT.
FRONT _ ELEVATION
R.C.P.
SHELTERS
■
■
937 S.E. Central
Parkway P.O. Box 45
Stuart, Florida 34995-0045
Phone:
(407) 288-3800
FAX (407) 288-0207
THIS PRINT IS THE PROPERTY OF RCP
SHELTERS AND IS NOT TO BE USED,
COPIED. OR REPRODUCED 1NTHOUT THEIR EXPRESSED WRITTEN PERMISSION.
REVISIONS
WEST 40
PARK
NO.
DATE
er
ST, LUCIE CO.,
FLORIDA
2
3
DRAWN WMB
DATE 8-3-89
PROJECT NO.
SHEET NO.
4
FHM
DATE 8-8-89
WFILE NO.
3898R2
1 Of 3
5
Alb
DATE
JON NO.
641
24'-0" EDGE TO EDGE OF SLAB
2'-0" 20'-0„
91- 0" 7' - 6"
FACE OF COL. & CURB IFACE OF COL. & CURB
o
T
(h
N
G I
c�
INTERIOR PORTION OF SLAB
NOTE:
-
PITCHED TO DRAIN OUT
CURBS
MAY BE OF 6"
o
m
CURB OPENINGS. EXTERIOR
-,
(StObK
OR INTEGRALLY
o
7)
PORTION PITCHED AWAY
'POURED
W/ ISLAB, AT
,
'14-
FROM BUILDING.
OPTION
OF dONTR.
_
0
0
0
8" WIDE OPENINGS IN CURB
U
TO BE PROVIDED WITH A
w
o
REMOVEABLE GRILLE.
0
N
w
U
w
\
a
w
o
o
I
J
0
1n
0
=
0
co
iv
\
I
4
0
10
2'-2 1/2"
0
m
V
O
0
w
O
U
U
o
w
w
U
O
w
U
w
0
w
0
w
0
cc"I
_
O
I
0
I I I I I
6x6 SOLID POSTS FOR
PRIVACY SCREEN. TYP. 8" 4'-0"
9'-O" CTR. TO CTR. OF COL. 3'-1" 7'-6" CTR. T CTR. COL.
FOOTING PLAN
24'-0" EDGE TO EDGE OF SLAB
-0" 20'-0"
9'-O"
FACE OF COL. & STUDS
2"
■
7'-
FACE OF CO & STUDS
FLOOR PLAN
u
Mel
2'-2 1/2"
GRAVITY TURBINE
EACH SIDE.
24" x 48" PREFA
ALUMINUM LOUVEI
W/ SCREENS
TYPICAL EACH SI[
TEXTURE 1-11 CE
PLYWOOD SIDING
8d NAILS AT 6"
8" WIDE CURB OP_..... --
EXTERIOR WALLS ONLY,
TO WASH DOWN FLOOR.
INSTALL REMOVEABLE GRILLE.
24" 9d" DDccADDor A=M
ALUM
2-2)
ELECTRIC OUTLET W/
-GROUND FAULT INT,
& CW WALL HYDRANT.
HANDICAP WATER
CLOSET MOUNTED
AT A SEAT HEIGHT
OF 17"
3
-1 1/200 x 42" SS
GRAB BARS TYP.
-SOLID PLASTIC TOILET
PARTITIONS TYP.
.24 STUDS W/ TREATED
BOTTOM PL. 3/8" PARTI-
BOARD W/ RCP LAMINATE
OVERLAY TYP AT INTERIOR.
ONE URINAL SHALL
BE MOUNTED AT A
LIP HEIGHT OF 17"
ABOVE FLOOR.
SELF RIMMING, STAINLESS
STEEL LAV MOUNTED
IN 24" DEEP TOP.
MOUNT TOP AT A
34" MAX HEIGHT W/
29" MIN CLEAR BELOW.
SELF METERING FAUCET
LOCATED A MAX OF
18" FROM FRONT EDGE
OF TOP.
18"W x 36"H MIRROR
IN SS FRAME. BOTTOM
EDGE MOUNTED AT A
MAX HEIGHT OF 40"
ABOVE FLOOR.
10OW PORCELAIN LIGHT k
It
FIXTURE. SWITCH AND
OUTLET AT 48" MAX
ABOVE FLOOR.
SIDE ELEVATION
1/4"
-v n u —U io VN.
METAL CLAD FLUSH
DOOR W/ 16 GA. FRAME.
FRONT ELEVATION
1 /4" = 1"-0*
2 x 6 TOP PL 0 WALLS
2x6 DECK
1/2" PLYWD
9'-0"
2x6
2x4
ALUM DRIP EDGE OVER
2x6 TREATED FASCIA.
CLASS "A" FIBERGLAS
SHINGLTS OVER 15#
ROOFING FELT.
1/2" PLYWD OVER 1 1/2"
RIDGE
BM.
DET.
SYP DECK. NAIL W/ 4d
® 4" OC ® PERIMETER
OF SHTS & 12" OC
INTERIOR JOINTS.
3/8" PARTICALB0ARD
W/ RCP LAMINATE
AT INTERIOR WALLS.
B-3
B-3
B-3 B-3
2x6 TOP PL ATTACHED
TO BEAM W/ 16d AT
8" OC. SILL SEAL U
-O" BETWEEN BEAM & TOP ® U
PLATE. N
2x6 STUDS ® 24" OC o
0
2x6 TREATED BOTTOM 1
PL W/ 1 /2"0 BOLTS
_ AT 48" OC
2-#4 RE -BARS TYP.
m
1'-4 TYP. S-4
4" CONCRETE SLAB
W/ 1Ox10#10 WWM. a
SECTION "A" L18
1� 3/4 Gw
1 �
0
1
. G#
cW
1/2
1O gE
00tl o� tJ00.
� 2•
FF
CPO
TO
� VI
2 V
�12 V BIZ �ry ���/ 12ev
4r
ETRtG
SAS
ENDS TO BE FINISHED
S-3 FAB IN FIELD
3
20'-0"
BEAM B-3 5" x 6 7/8" 4-redd.
S-3 TYP.
d
U
0
I o
0
N
0
I
(16F-V3)
S-3 FAB IN FIELD
S-4
It
U
in
0
U
a
0
DRILL 9/16"0
0
0
N
1�
U I
N
et
n
r
i7
0 Ln
M ® M U
I
5"
DRILL 1/4"0 IN STEEL
PREDRILL WOOD 5/32"
TO PREVENT SPLITTING
2 3/4"
COL. C-4 5" x 5 1/2" 4-req`d
COL. C-5 5" x 5 1/2" 2- regtd.
COL. C--6_ 5" x 5 1/2" 2-red`d.
A COLUMN; TREATED W/ CCA TO 0.4 PCF RETENTION
COMB. 45 (1:8)
3/4" CW
WC
4"W- 2"VC(
1" CW
1 1 /4" CW
4" -2"V CC
1" CW
1 1 /2" CW
1 1/2- CW
LAY
2"W-4"V
4" VTR
1/2" CW Ic
4" W TO SEPTIC TANK
4"*W-2"V
1" CW
4" W
I Ug
2"W & V
3/4" CW
!1B
2"W&V
3/4" CW
4" W
r LAY
• 2"W&V
1/2- CW
Ifrll R IH
1 1/2- CW
PVC WATER SERVICE
FROM EXISTING MAIN
PLUMBING PLAN
CONN. S-3 8 req`d
2 - MK-3 1/4" x 4" x 11" PL. (GALV.)
20 - 4 GA. x 2 1/2" ANNULAR RING NAILS
C-4
C-5
C-6
0
o a
1/2"0 x 14" ROD
THRU COLUMN &
ANCHORED IN SLAB.
CONN. S-4 8 req`d
1 - 1/2"0 x 14" STEEL ROD (GALV.)
■ R.C.P. SHELTERS
937 S.E. Central Parkway P.O. Boa 45
Stuart, Florida 34995--0045
Phone: (407) 288-3600
FAX (407) 288-0207
THIS PRINT IS THE PROPERTY OF RCP SHELTERS AND IS NOT TO BE USED,
COPIED, OR REPRODUCED WITHOUT THEIR EXPRESSED WRITTEN PERMISSION.
REVISIONS "ISLAND"
NO. DATE BY ISLAND RESTROOM
T WEST 40 PARK
2 HUTCHINSON ISLAND, ST. LUCIE CO., FL
3 INCAWN WMB DATE 8-3-89 PROJECT NO. 641 SHEET NO.
4 FHM DATE 8-8-89 N0' 3898R1 3 of 3
2" PVC WATER
FROM EXISTING
, cW
4 Vf
JIL'� ,N
0,
40W /
PLUMBING PLAN
s/4
4
J L'r ,N
WASTE TO
'TIC TANK
3-2 x 10 LINTEL W/ 1/2" PLYWOOD BETWEEN.
TRIPLE STUD AT EACH END.
3/4" WOOD TRIM ® TOP & SIDES OF OPENING
ALUM. TRACK FOR BY-PASSING 3/4" PANELS
SLIDING SCREEN SECTIONS W/ 1x4 FRAMES
COUNTER TOP SUPPORTED BY 12" BRACKETS
AT 24" OC.
.SECTIONA
2
PARTIAL SIDE VIEW
3/16"=1'
Fnnn PREP AREA
r
0-
a�
DO
WALL OF 2x6 #2 SPF STUDS AT 16" OC BUILT UP TO UNDERSIDE OF
PITCHED & TAPERED BEAMS. PROVIDE 2x6 TREATED BOTTOM PLATE
—ANCHORED TO SLAB W/ 1/2"0 ANCHORS AT 48" OC. USE TEXTURE
1-11 11/32" CEDAR PLYWOOD SIDING ON EXTERIOR FACE, AND 1/2"
WATER RESISTANT DRYWALL ON INTERIOR FACE, TAPED & PAINTED.
PROVIDE BEAD OF CAULK BETWEEN BOTTOM PLATE AND SLAB. WALL
TOP PLATE NAILED TO BEAM SOFFIT W/ 16d NAILS ® 8" OC.
36" x 80" WOOD DOORS W/ SCREENED
OPENING & SELF CLOSURE DEVICE.
2-40W 48" FLOURESCENT FIXTURE
HUNG ON TWO CHAINS FROM WOOD
DECK CEILING. &OPERATED BY USE
OF A PULL CHAIN.
S AI LESS STEEL KITCHEN I
ST NT0A24"x96"KITH
N
C U TERTOP.
DUPLEX OUTLETS IN WALL 19"x16"x7"t COMPARTMENTS
O BELOW PASS THRU OPENING. IN SS SINK THIS SIDE.
Q N
24" WIDE COUNTER TOP
TRIPLE TRACK SLIDING SCREENS
6'-0" 40' -0" CTR. TO CTR. COLS. 6'-0"
52'-C" EDGE TO EDGE OF SLAB
PLAN VIEW.
i
�� -- —SEE SHEET 1 FOR FRAMING VETAILS
20 YEAR FIBERGLAS ROOF SHINGLES
OVER ROOFING FELT ON 2 x 6
_ T&G SOUTHERN PINE DECKING.
Fri
— TREATED POSTS W/
0 0 10"0 MINIMUM BUTT.
TEXTURE 1-11 CEDAR SIDING
COLD WATER WALL HYDRANT
3RD BAY (FROM END)
4TH BAY
5TH BAY
FRONT VIEW
3/16"=1'
4" CONCRETE SLAB
ji]j[][ ■ R. C. P. SHELTERS
937 S.E. Central Parkway P.O. Box 45
Stuart, Florida 34995-0045
Phone: (407) 288-3600
FAX (407) 288-0207
THIS PRINT IS THE PROPERTY OF RCP SHELTERS AND IS NOT TO BE USED.
COPIED, OR REPRODUCED 'MTHOUT THEIR EXPRESSED WRITTEN PERIRSSHON___
REVISIONS
NO. DATE BY WEST 40 PARK
2 HUTCHINSON ISLAND, ST. LUCIE CO., FL
WN DATE N0. SHEET N0. -
3 WMB 5-3-89
4 - FHM DATE 8-8-89 CAD ME Na FPL892 2 of 3
5 AP" DATE JOB NO. 641
/NL ET
--P
Il\ MH 11 \I I IIMM /-`l
A I r_ aA A
k3
T4Nr1C 6RAOE C-1 -
MANNOLE W/COVER
us POUAVORY N0.3/O
AVEO ,
ours Er
PLAN VE/W F'O S�OAC RBp�'O QY
(COTTDM DAR9) CODE
HG 4 0 96 (7EH/
RC/N/' T P DAR9
6RABSEO CLiNO�T/ON
9fi" -
QR1CX LEVEL/NE- .
COURS /e
—
i
X D.;.R /NCET 4 EXTRA NOS OARS
AROUND OPEN(N6S - 2-NO. IJ1i
yy (ALL ARO NO
'1
♦'. s' s/s W w.� ti
SECTION -A-A
NOTES
1. /'RECAST UN/T3 ARE APPROVED "MUSE rER ADOVE 47ES/6N
ANp p/nnEN8/ON9.
2 e/rp^4AST/C COAT/VG ON OOTTOA4 ANO ACC S/OES (ExTER/OR ONLY)
3. LOCAL 9r4NOARO COOS SHALL APPLY IP Rl.QU/REMENTS
EXCEED TN/9 STANOARO DET4/L.
4. DEM/NSION 'X"- DESIGN AS REOU/RED.
TYP/CAL G'f3EASE TRAP PETA/L
NTS
\•4k*
5ca/e , a I
NT AS
LOCAL
:Er
/
`�y� Sl°aceS)
urePe7rxl
h�
b
q�
V
7
✓
tiU ti
7S0 GAL,
11
r
OrpP
W�50'x
EX/St.
Light Po%
Wcrte e MQI /7
Po% •'
f_xls:` L{qtit
Prop. /W /F,ol
Z "PYC Wale- .>e rv. .
f.xl5t /2 X/Z'
Veto/ Shed --
Me tc/ / Shed
Ex/sr Boseboll F/e/d
4-'Vl!C.
Sewer Line
Corner CO/U, rin 0 f
y� 3 °! x%st. 5491x11,91 1' i
517E/ter or) 52x118'
I
rb � 171 i
Ex/'st Caroc prrw. Min 900 /,rl/ SF /, _ T70-, Dre; n7(1 r I d
Bosketb4/1
/our2 rtreo -
IBori�'r�-
(
24'xZ4'S/4b @ E/. /3, B'
I__1 lyL W /C-/ x ZD / /�estro� rr7 "
I'4
IZ 3
EX/sf,
\Picn/c
$he/ter
Score Box
7
Ex)st, 66 L `_
OF Z-4"CMo
Znv E/
�9
Ex/s t C,(3
7 4-
(0ENCfI MARK)
Ex/st C'B
Top E/, /7Z
L eqe /7d
2�' S
/�roPose d �AfVo/-/or/
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---- - -- - 107
St. Lucie County Health Unit
Environmental Health
Site Plan APWNW For Construction 2`t Fs
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