HomeMy WebLinkAboutPLANSDrawin
Index
T 1 Title Sheet
Al Floor Plan and Door/Window Schedule
A2 Elevations
A3 Foundation Plan and Footing Schedule
A4 Roof Framing Plan and Details
A5 Wall Sections and Details
A6 Building Section, Plumbing Riser and
Specifications
A7 Electrical Plan, Calculations/Riser/Panel
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
SCMW
By
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CONSTRUCTION
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JOB # 03-0501
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DATE 10/08/03
SHEET
T1
LIC. CGCO13084
DOOR SCHEDULE
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Wjrr
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pressure
1
" y 1 ZL411
hollow metal owing
Stainle,atl. knob
2
2 - 3'-0" x 6-8" x 1 3/4"
exterior ins I metal owiria
ota'n ,ytl. knob
31.6/-39.8
weatherotrip w/ h.c. threshold. Upper window
3
2 - 3'-0" x 6'-8" x 1 3/4
exterior inyul metal owino
otainle.Stl. knob
31.6/-59.8
4
2'-2" x 6'-8"
swing cage door
rJ
2'-8" w x 2'-8" h
horiz Sliding metal door
wall mounted; 5'-4" head hei ht
6
2'-8" w x 2'-8" h
vent, oliJ!nl metal door
remote
'_ "
wall mounted/ uillotine • 5 4 h a hei ht
7
6'-0" w x 6-8" h
metal mesh Swing gate
8
9
NOTE: ALL HARDWARE TO 5E 5TAINLE55 STEEL
Head heights are from 0'-0" at top of curb
See Elevations
OPN'G
4" DRAIN sst
811 31_411
MESH
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LIXIT WATER
SUPPLY FOR
i CHIMPS (TYP)
CONC. PECK LVE
BASE CABINET - WALL MTD, 5"
2 A.F.F, PROVIDE FILLED CELL
BELOW SILL 1'-0" FROM WINDOW
OPN'G EA. 51DE FOR BRACING
F
M
LT L — FILLED CELL
CV
COLD ONLY OPN'G
ABOVE FOR
` EXH. FAN
EDGE OF
GONG,5LAB
% REMOTE'LIXIT'
ON CONC. YARD
PYLON (V.L.O.J,)
60
IN
u
H/C
WINDOW/OPENING SCHEDULE
size/model
type
frame
glass
head hght.
desigrn
remarks
A
2 - 3'-V w x 3'-2 3/8" h
awninm
alum/white
Single, tinted
6' - g"
31. /-34 6
metal security are mtd. over window
oven mesh
metal
no lass
6' 8"
3 sided bay window "viewport"
C
' "w
Y 4'-n,,
o en mesh
metal
no lays
6' - 8"
interior mtl. ca e "window"
n
10'-0" w x 4-0" wall o n'
o en mesh
metal
no olaoo
6' - 8"
interior mtl, ca e "window"
F
7-8" w x 6-8" h
open mesh
metal
6' - all
interior mtl, ca e "window"
F
1'-71/8" w x '-2 30' h
awrim4l
alum/white
yin letinted
6' - 8"
31.6/-34.6
G
2'-8" w x 2'-8" wall o n'
o en meoh
m Pta I
no mla6o
' - "
exterior mtl. ca e' "window"
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UNIT #3
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8" X 8" CAST =
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UNIT #4
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OTHER
UNIT #1
0. H. CAGE
CHUTE
11 . nl nu
0
UNIT #2
0. H. CAGE
CHUTE
W,O. VALVE HICK 0
SERVICE AREA 5A5E CABINET- WALL MTD. 5"
5 A,F.F, PROVIDE FILLED CELL
BELOW SILL 1'-0" FROM WINDOW
WALL MTD UPPER oC OPN'G EA. SIDE FOR BRACING
p„ LABINET5 91-81 _
s'••1 .'o. � 0 i
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Floor Plan
1 /4" = 1 '-0"
m
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1-0 M I
=D CELL LT
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V COLD ONLY
OPN'G
ABOVE FOR
EXH. FAN
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO A14Y CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
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OF
2'LX4"W
TRENCH DRAIN
W/4" PIPE
EDGE OF
CONCRETE
TOTAL SQ. FT. UNDER ROOF = 2313.81
I.
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CONC. SLAB TO CONNECT
BETWEEN 13UILDINC75
(TBD IN FIELD)
CONSTRUCTION CORPORATION
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JOB # 03-0501
DATE 10/08/03
2 SHEET
A I
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T.O.B
BAY WINDOW 5HAPED
"VIEWPORT" W/WIRE MESH
— —51DE5 &ALUM. PANEL ROOF — — —
f El I J,
TOP OF GONG. CURB
— — — — — — ELEV — 0° — — —
INTERIOR MTD,
(Tyr O SLIDING
METAL DOOR
(TYP OF 3)
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— — — — — — — —
CAST GONG.
SURROUND AT
—� OPN'65 —
BLOCK (TYP.) C
— — — — — — — — — — — — — — — — —
CEMENT15OAKD
HORIZ. 51DING ABOVE
GONG. BLOCK WALL
I
—
TOP OF CONC. CURB
ELEV. O' 0" - — — — —
=
O
Rear Elevation
1 /4" = 1 1
-0"
CEMENT BOARD HORIZ,
SIDING ABOVE
cQ
PAINT
(TYP,)
12
1 2
ED CONG.BLOCK
TOP OF CONIC. CUR
—ELEV. 0'-0" —
Right Elevation
1 /4" = 1'-011
SOLAR PANELS
o
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o 0
TOP OF GONG, CURB
0 — ELEV_0'-0"— — —
Left Elevation
1 /411 = 1 '-0"
12
21
PAINTED GONG.�
f.+__. BLOCK (TYP.)
— TOP CONIC. CUR
ELEV.. B
CEMENT BOARD
HORIZ. SIDING ABOVE
GONG. BLOCK WALL
CAST GONG.
SURROUND AT
OPN'GS
EXTERIOR MTD. — — —
HORIZ. SLIDING
METAL DOOR
1..
` — TOPOF GONG. CURB — —
ELEV. 0'-0"
CHIMP ENTRY
DOOR OPN'G
T
Concrete Ceilin
1 /4" = 1'-0"
BAY WINDOW SHAPED
"VIEWPORT' W/WIRE MESH
51DE5 & ALUM. PANEL ROOF
F-� F-,--T7 ;.1
j I j
PATIO
SLAB TOP OF CONG, CURB
— — — — — — ELEV, 0" - — — -
Front Elevation
1 /411 = 1 '-011
Plan
CEMENT BOARD
CAST GONG. HORIZ. SIDING ABOVE
INTERIOR MTD. HORIZ. SLIDING SURROUND AT CONC, BLOCK WALL
— METAL DOOR OPN'G5
(TYP OF 3)
— — —
PAINTED GONG, TOP OF CONC, CURB
— — c — — — BLOCK (TYP.) — — — — — — ELEV, 0'-0"
THESE PLANS AND AIL FROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESvARY IN ORDER TO
-COMPLY1iTi'I'H ALL APPLICABLE CODES.
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CONSTRUCTION
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DATE 10/08/03
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LIC. CGC013084
PVC GRATE
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2" X 2" X 1 /4" CONT.
' '•' - ' :''. • / ALUM ANGLE @ BOTH
j SIDES & END OF TRENCH
#4 X 6" REBAR @ 2'-0" O.C.
WELD TO STEEL ANGLE
FIBER REINFORCED PVC
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— 3
- #4 CONT.
1
A -
TRENCH DETAIL
N.T.S.
FOOTING 5CHEDULE
lll///
TYPE
DESCRIPTION
T.O.F.
N I I I
24" x 12" CONT. GONG THKN 5LA5
TOP OF
• ;
FT'G W/ 23 • #5 CONT
CURB
D
�, • . •.
3" CLR 130TT
7 5/8" W GONG GUR5 W/ #4 BAR
CONT
/>
/ o"
II
1' 6" x 1'=�V GONG MONO FT'G W/ 3
#5 CONT
2'-6" WIPE DD'L LAYER 6 X 610/10
TOP OF
CURD
--
WWF @ PERIMETER
3" CLR 50TT
• • • '
7 5/6" W GONG CURD W/ #4 BAR
X
CONT
II II
W
V-6" x V-43" GONG MONO FT'G W/ 3
#5 CONT
3" CLR DOTT
2-10" W ( ONC CURB W/ 3 • #4 BAR
TOP OF
CURD
D
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CONT
°
8" x 8" GONG MONO FTG W/ 1 • #5
VARIES
•.
CONT
W/SLOPE
D
�\
3" CLR DOTT
N II
w
16" x 12" CONT. GONG THKN 5LA5
' •
FT'G W/ 2 • #5 CONT
TOP OF
GUR5
-�= -
3" CLR 130TT
7 5/8" W GONG CURD W/ #4 DAR
CONT
1'-4"
D
0"
1J6" 2 TOP OF CURD 6} 6 CURB BEYOND �0
....-- - -
1 •. r- _..... . . ._.-
'�.....:-.. r -
, 44%5 R'ENCH "I
8' RENCH
4" DRAIN
GONG. GLEAN OUT
W/ALUM. DIAMOND
PLATE COVER
/ WASHOUT IN
END OF TRENCH
D-I-t 4 A
GATE VALVE W/
CONTROL ABOVE id
GRADE
l
3Ld,PE 2" `
TO CHIMP SEPTIC
SYSTEM #5 VERT REBAR
48" O.G. MAX
(TYP) EXCEPT IN
OPN'G5
3/4" RECESS
FOR THRESHOLD
4" SLAB
C ENTRY
WASHOUT
VALVE
SECTION A -A
PATIO SLAG
RAISED 51-AB FOR BAY 4L2PE 2" SLOPE 2" au CONNECT TO - - - - - - - -
— — —
_ WINDOW VIEWPORT RAISED 5LAB FOR BAY ,OTHER C THER DRAIN
WINDOW AEWPORT
MATCH ELEV. HEIGHT 4 MATCH ELEV. HEIGHT
-6"
9:d. .
---------------------- -- ---- ----------- --.
KS " � _
WASHOUT IN
END OF TRENCH
o G,
SLOPE 4" SLOPE 4" SLOPE 4" _2
-2� I
L V R III L. _
• ______ _ _ _ 4 __ ___ ____ ___ _ _____ _ __ _ •\
IU
i w
4" GONG 5LA13 3000 P51 6/0 X m
p a 10/10 WWM ON 6 MIL POLY V. B. V O O
I� OVER COMPACTED, TERMITE
TREATED SAND FILL (TYP) O
i
i
WASHOUT
A VALVE 13 13
l ----------- --- --- Ir 2"
- -------------- - - - ------------ ------ ---- -- ---- ----
9'
I
-4"
5L0 rE 2" I I SLOPE 2" 4" SLOPE 2"
I f - fir-
— A
L I i------------------
------------------------------------
------- ----
I I L7 IL. -. _j 4
II B
TO SEPTIC SYSTEM
(SEE CIVIL ENGINEER
PLANS)
I v -FLOOR DRAIN
I I � 2" HIGH
L'-' CURB (TYP) r ®�
II o O
I-411
II
-�411
I I = B
II p N
I I N
II
20'-0"
II
II
I I
I 91.4,E
I
-�--------- - ------------
m
SLOPE 2"
_ 3/4" RECESS
I � � I_ - � FOP THRESHOLD �
4' LT ' I _4, L
RV L 1o9M
I
REVERSE 05MO515
I I WATER EQUIPMENT,
CONNECT ONLY TO
I CHIMP'LIXIT'
I DRINKING SUPPLY
I WITH GPVC PIPE
II
II
II
II
II
II
it
TO SEPTIC SYSTEM �-
(SEE CIVIL ENGINEER
PLANS)
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
Foundation Plan REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
1 /411 :,= 1 '—p 11
N
IM
#5 VERT REBAR
48" O.G. MAX (TYP)
EXCEPT IN OPN'G5
4" GONG SLAB 2500 P51 616 X
10/10 WWM ON 6 MIL POLY V, B.
OVER COMPACTED, TERMITE
TREATED SAND FILL (TYP)
1 1/2"
4" GONG.
SLAB
DRAIN
SLOPE
1 112"
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JOB # 0LUQ-1
DATE 10/08/03
SHEET
A3
CONSTRUCTION IL Ar
CORPORATION
IV
LIC. CGCO13084
2 X 6 RATER5 24" OG
5EE FRAMING PLAN
2 X 4 51_113FA50A
1 X 6 FASCIA & 1 X 2 P.T.
WO TRIM AND GALV DRIP -
CONT.
GABLE END 2 X 4 FRAMING 1611
5/8" PLYWD SHEATH'G
15" FELT
HARDIBOARD LAP 51DING
2" LAP
CELL
SOLID CMU
z 1 x P.T. BUCK W/ SHIMS
g ANCHORED W/ 1/4" DIA x
3 1/4" MAS. SCREWS 1 B" O.C.
AND AT ENDS
EXT.POLYURETHANE
SEALANT SEAM
ALUM WINDOW SCREWED INTO
SOLID CONC AS DESIGNATED BY
WINDOW MANUF FOR 140 MPH/
SEC. GUST WIND LOAD
—,/ Y_ CONT BEAD AT PERIMETER OF
VULCAN'SEALANT
O)A INDQW JAMB/HEAD
N.T.S.
ALUM WINDOW W/ MAS.
BY WINDOW DESIGNATED
(1 1/4" MIN. IMBED)
CONT
VULCAN T PERIMETER
POLYURETHANE SEALANT
SLOPE CONC. SILL 100 MIN
CONC. SILL W/3/4"
RECESS
8" CMU BELOW SILL
(::)__Wvv,11ND0W SILL
N.T.S.
MES
10" T.0.13.
LINTEL SCHEDULE
5AFE
SAFE
APPLIED
APPLIED
LINTEL
LENGTH
GRAVITY
UPLIFT
GRAVITY
UPLIFT
BEAM TYPE
TOD
NO
LOAD PSF
LOAD P5F
LOAD P5F
LOAD P5F
51
6'-4'
2260
1080
550
0
8 X 16 CMU SHORED AND CIP
W/ #51T/15 SEE DETAIL A -Al
B2
6'-0"
1255
1140
750
p
8 X 8 FORMED AND CIP W/
SEE ELEV
#5 -1B
E33
6-0"
2300
1575
1800
1020
8 X 12 FORMED AND CIP W/ 445
2TI213 AND #3 TIES 12" OC
B4
10'-011
4100
2600
2100
p
8 X 56 CMU CIP W/ #51T/213
SEE C-Al
TB5
CONT
4100
CLIP LOAD
1250
000
8 X 16 CMU CIP W/ #51T/115 POURED
MONO W/ CONC 5LA5 SEE E-Al
11'-4"
TB6
CONT
4100
CLIP LOAD
1250
600
8 X 16 CMU CIP W/ #51T/1B
5EE B-Al
101-6"
TB7
CONT
4100
CLIP LOAD
250
150
8 x 16 CMU GIP W/ #51T/16
SEE B-Al
8'-10"
T55
CONT
3000
1800
0
p
8 X 8 FORMED AND CIP W/ #51T/16
VARIE5
GENERAL NOTES:
OPENINGS WITH SIMILAR LINTEL LENGTHS CALCULATED FOR THE WORST
CASE SCENARIO
TRU55 24" 01
1080# UP W/ LTA1 ANCHOR
CENTER TFU55E5 24 OC
1080# UP W/ LTA1 ANCHOR
1080# UP W/ LTA1 ANCHOR
'/7 LUSH
AKE
5
2 I I I 52 I ( I ( BZ
I I I
B1
2 X 4155 I �l n
BRACING 3 BAW
U Lu
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UNI[
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B11 X FACCN 2 BAI(5
IIII
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I 1
I BZ , 1 1 I Und
B4 I I I I I I I g I I I I ( I ( I ¢¢I�- �I 2 I I I
B4--
I I I I BZ I I I I I I I I 2 X4 CFO 5
BRACINGI DAY
I+�---+--
A'LL CELL'S FILLED
L1325fLIBD TCj CONG LAB � B2
1 l i 1 1. l 1 1 1 1 I L-- t- �J
5 f LID T IL jCONC�DALL LAB ( (---I II-5pL D T1BGONGFILLFDAB I I HE TINti UNITI J I I I I I -_-
IN TTI¢¢
I IT 1 1 r- Tl IT---1----I--- --71 I I 1 1 1 1 12 X4 Z?0551 1
I I I; 15
RACIING 2 JAY5 I
1 1 I I 1 I I B2 I II II 1 I 11 1 1 1 1 I 1 I I1 11 1
I I I I I I r TR1�55 M F D FO I ( ( I I
rF 55 TO o F0F
PANEL5 Al 1/4" DIA
I
I ---I ---1; ;�-------I g2 , 12 I (4>(OTLAG ALT 2 1 1 1 1 1
4 I 1 1 1
1
I
— B4
rI -- - - --- --- ----------
11020#'UP W/ ITA1 A GHOF I B4 I 1 1It 82 #UP EEi/ LTA NCH F I B4 I 1021 # UP /LTAJ ANCH F 1 '
I I I I I I I I - WATINLE 1 1 r �fI I I I I i
1 1 1 1 I 1 I 1 1 1 III , ROW OF PANCLS 11 III 1 1 1 III 50LAF PANELS I 1 1 I I I 1
I I I I I I I I IIII I I �II III I I III I (M°D °N Pot I I I I I I I B1
1 1 1 1 1 1 I I 1 I -- I----------� ,I-------- ---- --It I I II
B1 B1
11/4' DBL'T MOUNTING ANGLE
AT 4 COFNEF5 (200# DL EA 1
,)
PER 50LAR PANEL SPEC ALIGN
W/ TRU55
---------------
I
' TYPICAL SOLAR
I /PANEL I
I I
I I
PROVIDE 700 L135 TOP CHORD LOAD
FOR EA 50LAR WATER PANELS
TB6
380# UP W/ LTA1 ANCHOR
Roof Framina Plan
1 /411 = 1 1-011
AFTER ALIGN W1
1♦.
CENTER TRU55 AND PANELS
2 x 6 TOP CHORD AND FASCIA
B1
B1
�2.2x6 GLUE AND
GANG NAIL RAFTERS
ALIGNED W/ PANEL
MOUNTS
(4 TOTAL)
380# UP W/ LTA1 ANCHOR
THESE PLANS AND AIL F1 +POSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY HELD INSPECTORS THAT
MAY BE NECESSARY III ORDER TO
COMPLY WITH ALL APPLICA13LE CODES,
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JOB # 03-0501
DATE 10/08/03
SHEET
A4
CONT. ROUND
GALVALUME TRIM
TO COVER EDGE
12
2
CEMENT 5OARD
PANELS W/ BATTENS
CD SEAMS FOR CLG.
GEMENTBOARD 51DING
OVER 30# ROOFING FELT
ON 518" CDX PLYWD
SHEATHING
8" CONC. 5LAB, 3000 P51
SEE FRAMING PLAN
1-----------
p
LTA1 a
NOM 8" X 8" X 10" CMU WALL
WITH GALV. "OUR-O-WALL"
LADDER TIES EVERY THIRD
COURSE
FILL ALL CELLS AT WALLS
AROUND CAGE UNITS
(INTERIOR AND EXTERIOR) _
& VIEWPORT WALLS
FORM AND POUR 8" X 8" CONC.
(HEAD, JAMS, SILL) AT ALL
GAGE UNIT OPENINGS
W/ 145 RE -BAR \
REINFORCED WIRE MESH,
BAY WINDOW SHAPE
VIEWPORT' W/2" X 2" X 1/4"
ANGLE FRAMING
W/REINF. GALVALUME
ROOF PANEL
y , " / REINFORCED WE MESH
PANEL W/2" X 2" X 1/4" ANGLE
FRAMING, 316" X 31/2" HVA
FASTENER W/ HFA INSERTS
12" O.C.
PATIO CAGE UNIT
WALL SECTION
Al SCALE 3/4"=1'-0"
GALVALUME ROOFING
30# FELT W/PLASTIC TAG,
12 5/8" CDX PLYWD ON WD.
TRUSSES 24" O.C. BY FL.
�2 PEG. ENGINEER
WD TRU55E5
24" O.C. (TYP)
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COURSE
CAGE UNIT
FILL ALL CELLS AT
WALLS AROUND CAGE
UNITS (INTERIOR &
EXTERIOR)
5LOPE FLOOR TO
TRENCH DRAIN
(TYP)
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Al SCALE 3/4"=1'-0"
CAGE UNIT
#5 DOWELS W/ 6"
90 BEND &25"
EXTENSION @
VERT. REINF.
(SEE PLAN)
METAL ROOF
WD. TRUSS
12'-0"
SMOOTH 'HARDIPLANI /
PANELS W/BATTENS FOR
CLG. IN HALLWAYS
TYPICAL:
30# SLDG PAPER OF SPACE
SEPARATION OF WE). TRU55
W1 CONC, 5LA5
LTA1
2 X 6 TOP CHORD
TRUSS BEYOND
>H10
5/8" 'HARDIPLANK'
CLG IN HALLWAYS
2 X 6 P.T. LEDGER
W/ 1/2" X 5" EXP.
ANCHOR 30" O.C.
21 Beam @ Truss Step Down
12
2
FORMED CONCAVE EDGE OF
CLG, 5LA5 ® WALL JOINT
(TYP ALL CAGE UNITS)
NOM 8" X 8" X 16" CMU WALL W/
GALV. "OUR-O-WALL" LADDER TIES
EVERY THIRD COURSE
REINFORCED WIRE MESH
PANEL W/2" X 2" X 1/4" ANGLE
FRAMING, 3/8" X 31/2" HVA
FASTENER W/ HFA INSERTS
12" 0. C.
CAGE UNIT
FORM AND POUR 8" X 8" CONC.
(HEAD, JAMS, SILL) AT ALL CAGE
UNIT OPENINGS W/ 145 RE -BAR
FILL ALL CELLS AT WALLS
AROUND CAGE UNITS
(INTERIOR AND EXTERIOR) —
CONC. CURB P))
HEIGHT VARITYI�UE TO
SLAB SLOPE
LTA1
CMU OUTSIDE FACE
FORM & INSIDE
REMOVED
H10
(2)10d TYP,
EA. TRU55
(3) 16D TYP.
2" X 6" TOP CORD
12
a.._ LTA1
2 X 6 P.T. LEDGER
W/ 1/2" X 5" EXP,
ANCHOR 30" O.C. 5/8" CEMENT 50ARD CLG,
IN 4' X 8' PANELS FOR
SERVICE AREAS
ALL CMU ABOVE
WINDOW BM. TO BE
W BLK., WITHOUT 8" X 15" C55 HEADER
055TRUCTION FOR W/ (2) #7 CONT.
CONT. CONC. POUR
SERVICE
AREA
NOM 8"X6"X16"CMU
'
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EVERY THIRD COURSE
INTERIOR WALLS TO BE
TYP.
SERVICE
AREA
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& DOWELS TO FT"G
(SEE PLAN FOR LOCATION)
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CONNECTION
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14 SCALE 1 1/2" =1 ' - 0 "
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
ROOF SHEATHING NAIL PER SCHEDULE
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CONT. 2x6 FASCIA BOARD W/ 1 X 2
TRIM (SEE WALL SECTION) NAIL TO
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0 6" O.C.
1 x 4 LATERAL BRACING IN-BETWEEN
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METAL ROOF OVER
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TOP CORD
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90 DEG. BEND &
25" EXTENSION
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LOCI
JOB # 03-0501
DATE 10/08/03
F
SHEET
A5
CONSTRUCTION CORPORATION
LIC. CGCO13084
I
CENTER FOR CAPTIVE CHIMPANZEE
DIVISION ONE - GENERAL REQUIREMENTS
1-1 INTERPRETATION OF PLANS - THE ARCHITECTS SERVICES DOES NOT INCLUDE SUPERVISION OF CONSTRUCTION. THE ARCHITECT
COMPLY WITH "FA5TENING 5CHEDULE" OF THE 5.13.C.C.1. 2001 EDITION AND OTHER FASTENING REQUIREMENTS CONTAINED IN THE
DIVEST HIMSELF OF THE RESPONSIBILITY OF THE WORK, ERRORS OR EMISSIONS RESULTING FROM THE INTERPRETATION OF THE
PERTINENT REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION.
PLANS IF THE CONTRACTOR BELIEVE5 HE HAS DISCOVERED ERRORS OR OMI55ION5 IN THE PLANS THE CONTRACTOR SHALL
NOTIFY THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE CONTINUING WORK.
6-10 METAL FASTENERS, CLIPS, HOLDDOWNS - ALL MODEL NUMBERS ARE PER 51MP5ON 5TRONG- TIE COMPANY, INC, IF AN
ALTERNATIVE MANUFACTURE 15 USED - SUBMIT ALLOWABLE LOADS, CAPACITIES TO THE ARCHITECT FOR APPROVAL.
42 APPLICABLE STANDARDS - ALL WORK UNDER THIS CONTRACT, OR 51,113-CONTRACT15 SHALL CONFORM TO RECENT EDITIONS OF
LOCAL, STATE AND NATIONAL CODES, ORDINANCES AND REGULATIONS PERTAINING TO THE WORK, A.C.I., A.N,5.1, A.5.T.M, 0.5.H.A.,
6-11 SHEATHING
ETC.
1. WALL SHEATHING - SHALL BE 4' X 8' X 5/8" (MIN.) CDX PLYWOOD AND SHALL BE NAILED WITH
HOT DIPPED GALVANIZED BOX OR COMMON NAILS AS FOLLOWS:
1-4 VERIFYING CONDITIONS - BEFORE COMMENCING WORK, CONTRACTOR SHALL VERIFY MEA5UREMENT5 AND CONDITIONS AT
EDGE NAILING- 10D AT 4'O.C.
BUILDING SITE. ANY DIFFERENCES BETWEEN ACTUAL MEASUREMENTS AND THOSE SHOWN ON DRAWINGS SHALL BE SUBMITTED
TOP AND BOTTOM PLATE NAILING -10D AT 4'O.C.
TO THE ARCHITECT IN WRITING BEFORE PROCEEDING.
INTERMEDIATE NAILING -10D AT 8"O.C,
2. ROOF SHEATHING - SHALL BE W X 8' X 5/8-(MIN.) COX PLYWOOD, INSTALL THE PANEL'S LONG DIMEN510N PERPENDICULAR TO
1-6 SURVEYING - OWNER TO PROVIDE ORIGINAL SURVEY, CONTRACTOR TO PROVIDE ALL SURVEYING AS REQUIRED DURING
THE FRAMING. SHEATHING FASTENERS SHALL BE 10D HOT DIPPED GALVANIZED BOX OR COMMON NAILS AT 4"O.C. AT EDGES
CONSTRUCTION AND SHALL VERIFY ALL SET BACKS AND ELEVATIONS,
AND 4"O.C. AT INTERMEDIATE FRAMING EXCEPT AS FOLLOWS:
USE 8D RING -SHANK NAILS AND ADHESIVE FOR ALL FASTENING WITHIN 5' OF A GABLE END.
1-16 DIMENSIONS - DIMENSIONS FOLLOWED BY+/- GENERALLY ARE TAKEN TO EXISTING WORK. THESE DIMENSIONS SHOULD BE
USE 4" FASTENER SPACING AT GABLE ENDWALL OR GABLE TRUSS.
REVIEWED AND ALL NECESSARY ADJUSTMENTS MADE PRIOR TO FABRICATION AND/OR INSTALLATION OF AFFECTED WORK.
NOTIFY ARCHITECT -ENGINEER IF DISCREPANCIES ARI5E THAT MAKE IT IMP055113LE TO COMPLETE THE WORK A5 INTENDED.
DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION
1-17 FLORIDA BUILDING CODE - THE CONSTRUCTION DOCUMENTS FOR TH15 PROJECT HAS
7-1 WATERPROOFING - COORDINATE WATERPROOFING WITH OTHER TRADES AND MAKE PROVISIONS FOR THEIR WORK TO AVOID
BEEN DESIGNED TO CONFORM WITH THE REQUIREMENTS OF A 120 MPH WIND SPEED.
CUTTING AND PATCHING,
DIVISION TWO - 51TE WORK
7-2 FLASHING AND SHEET METAL - PROVIDE FLASHING AND SHEET METAL NOT SPECIFICALLY DESCRIBED IN OTHER SECTIONS OF
THESE SPECIFICATIONS BUT REQUIRED TO PREVENT PENETRATION OF WATER THROUGH THE EXTERIOR SHELL OF THE BUILDING
2-4 CLEARING - REMOVE VEGETATION AND ORGANIC MATTER FROM BUILDING AND PAVEMENT AREA. REMOVE FROM SITE, DO NOT
COMPLYING WITH PERTINENT RECOMMENDATIONS CONTAINED IN CURRENT EDITION OF 5MAACNA'5 "ARCHITECTURAL SHEET
BURY,
METAL MANUAL"
2-5 EXCAVATION - EXCAVATE 51TE TO LEVELS REQUIRED FOR CONSTRUCTION. STRIP SOIL OF ALL DELETERIOUS MATERIAL 6-0"
ALL FLASHING TO BE GALVALUME COMPATIBLE WITH ROOFING MATERIAL UNLESS OTHERWISE NOTED,
PAST EXTERIOR OF BUILDING LINES.
7-4 SEALANTS AND CAULKING - STANDARD CAULKING COMPOUND SHALL BE A ONE PART ACRYLIC LATEX COMPOUND
2-6 FILL AND COMPACTION - PROVIDE CLEAN WELL -GRADED SAND PLACED IN MAXIMUM 12" LIFTS COMPACTED TO 95% OF
POLY -SEAM SEAL CAULKING OR EQUAL, COLOR SHALL BE MANUFACTURER'S STANDARD PAINTABLE GRADE.
MODIFIED PROCTOR MAXIMUM DRY DENSITY, A5TM D-1557 AT OPTIMUM MOISTURE CONTENT. COMPACTION 15 TO BE VERIFIED BY
AN INDEPENDENT TESTING LABORATORY AND REPORTED TO ARCHITECT PRIOR TO COMMENCEMENT OF FOUNDATION
7-10 ROOFING METAL STANDING SEAM - PROVIDE A 12" WIDE 26 GA GALVALUME ROOF PANEL AND A 50 YEAR GUARANTEE
CONSTRUCTION.
(MANUF FROM MARTIN CO. APPROVED LIST). INSTALL THE PANELS CONTINUOUS WITHOUT SEAM PERPINDICULAR TO SLOPE,
INSTALLATION SHALL BE FOR A COMPLETE WEATHERPROOF SYSTEM WITH ALL APPLICABLE ACCESSORIES AND AS
2.7 501L BEARING - FOUNDATIONS ARE DESIGNED A55UMING 2500 P5F BEARING CAPACITY. CONTRACTOR 15 TO VERIFY AND TO
RECOMMENDED BY THE MANUFACTURER.
NOTIFY ARCHITECT. IF SUCH BEARING VALUES CANNOT BE DEVELOPED IN THE SOIL UNDER THE BUILDING, THE CONTRACTOR 15 TO
NOTIFY THE ARCHITECT IN WRITING.
7-11 UNDERLAYMENT - 30 I.D. FELT PLASTIC TAGGED TO 6/8" EXTERIOR PLYWOOD.
2-8 601L TREATMENT - TREAT COMPACTED 501L WITH AN APPROVED TERMITE TREATMENT AT RATES SPECIFIED BY
DIVISION EIGHT - DOORS AND WINDOWS
MANUFACTURER. TREATMENT SHALL NOT BE MADE WHEN GROUND 15 EXCESSIVELY WET OR DIRECTLY AFTER HEAVY RAINS.
8-1 DOORS AND FRAMES - PROVIDE ALL DOORS AND FRAMES PER THE SCHEDULE, HOLLOW AND INSULATED DOOR5 SHALL BE
2-9 61TE GRADING AND DRAINAGE - SEE CIVIL ENGINEER SITE PLAN FOR DETAILS.
TOTAL ENCL05ED WITHOUT RODENT GAP INTO PANEL. ALL DOORS AND FRAMES SHALL BE EXTERIOR CONDITION METAL (GALV. OR
SIMILAR) AND PRIMED.
DIVISION THREE - CONCRETE
8-2 WINDOWS - PROVIDE ALL WINDOWS WHITE'PGT MANUF, OR SIMILAR TRUE AND PLUMB AS INDICATED ON 5CHEDULE,
3-2 CONCRETE - STRUCTURAL CONCRETE SHALL DEVELOP A MINIMUM STRENGTH OF 3000 FBI AT 26 DAYS. ALL CONCRETE
WINDOW AND ACCE55CRIE5 TO CONFORM TO 120 MPH WIND REQUIREMENTS, ALL GLAZING SHALL BE GREY TINTED.
SHALL BE READY MIXED AND IN ACCORDANCE WITH ASTM C-94. MAXIMUM ALLOWABLE SLUMP TO BE 5". ALL 5LA55 TO BE 3000
8-3 WINDOW AND DOOR FRAMES SHALL BE ANCHORED DIRECTLY INTO A 50LID CONCRETE OR
P51 AT 28 DAYS,
GROUT JAMB WITH 1/4" X 31/4" MASONRY SCREW (IE. TAq=CON) FOR 11/4" MIN. EMBEDMENT AT 12" OC AND EACH END.
3-3 SCOPE - PROVIDE ALL STRUCTURAL CONCRETE, FILLED CELLS, 5LA55, BEAM5, FOOTINGS, EQUIPMENT PADS, DRIVES, WALKS,
DIVISION NINE - FINISHES
ETC. AS SHOWN ON DRAWINGS OR AS NEEDED TO COMPLETE JOB,
9-1 STUCCO -
2.2-COATS OVER CONCRETE UNIT MASONRY:
3-4 CONCRETE FORMWORK - ADEQUATE AND SAFE DESIGN OF FORMWORK AND SHORING 15 THE RESPONSIBILITY OF THE
BASE COAT-1 PART PORTLAND CEMENT, 3/4 TO I V2 PART LIME, 34PART5 SAND
CONTRACTOR. SLEEVE SLAB AND FOOTING AS REQUIRED FOR MECHANICAL AND ELECTRICAL, VERIFY MECHANICAL AND
3, FINISH COAT:
ELECTRICAL REQUIREMENTS FROM OWNERS FIXTURE'5 SPECIFICATION.
1 PART PORTLAND CEMENT, 3/4 TO 1 1/2 PART LIME, 3 PARTS SAND
9-2 WALLBOARD
3-5 CRACK CONTROL - PROVIDE 6X6, 10/10 GAUGE WELDED WIRE FABRIC IN ALL 5LA55, WALKS, AND DRIVES ALSO PROVIDE
ALL WALL AND SOFFIT BOARD SHALL BE A CEMENTIOU6 PANEL AND BATTEN (IE'HARDIBOARD'). SCREW 6" OC AT EDGES AND 12"
"FI5ERME5H" (1.5 1_55 PER CU51C YARD) CRACK CONTROL ADDITIVE PER MAN UFACTURER'5 SPECIFICATIONS IN ALL SLABS AND
IN FIELD WITH GALV (RUST RESISTANT SCREWS),
MONOLITHIC FOOTING.
91. -4
PREPARE SUBSTRATE AND APPLY PAINT COATINGS IN STRICT ACCORDANCE WITH RECOMMENDATIONS OF THE
3-7 REINFORCEMENT - REINFORCING BARS SHALL CONFORM TO A5TM SPECIFICATION A615, LATEST EDITION, INCLUDING
MANUFACTURER OF THE APPROVED PAINT 5Y5TEM.
SUPPLEMENTAL REQUIREMENTS AND SHALL BE GRADE 60, SPLICES IN CONCRETE, LAP BAR542 BAR DIAMETER5, SPLICES IN
2. ALL SURFACES SHALL BE COVERED WITH THE MINIMUM NUMBER OF COATS AS LISTED. ADDITIONAL COVERAGE SHALL BE
MA50NRY, LAP BARS 48 BAR DIAMETERS. AT CORNERS, MAKE HORIZONTAL BARS CONTINUOU5 OR PROVIDE CORNER BARS.
PROVIDED A5 REQUIRED TO COVER ALL HOLIDAYS.
BARS INTERSECTING AT RE-ENTRANT CORNERS SHALL GROSS, WITH EACH ENDING Al THE FAR FACE OF THE WALL WITH A
9-5 FLOORING SHALL BE EXP05ED CONCRETE WITH SMOOTH TROWEL FINISH, APPLY 2 COATS OF CLEAR PENETRATING SEALER,
STANDARD HOOK AT STANDARD COVER UNLE55 NOTED OTHERWISE ON THE DRAWING5. AROUND OPENINGS AND STEPS IN
WALLS, PROVIDE (2) #65 EXTENDING 2'-0" BEYOND EDGE OF OPENING OR STEP, HORIZONTAL BARS AT THE TOP OF THE BEAMS
DIVISION TEN - 5PECIALTIE5 \,
SHALL BE SPLICED ONLY AT MID5PAN BETWEEN COLUMNS AND HORIZONTAL BOTTOM BARS SHALL BE SPLICED ONLY AT COLUMN
CENTERLINE. _
PROVIDE SPECIALTIES AND INSTALL SPECIALTIES AS NOTED, PROVIDE ALL BLOCKING, RECESSES, ETC. AS REQUIRED FOR
INSTALLATION OF SPECIALTIES.
3-8 EXPAN51ON 15OLT5- WHERE REQUIRED SHALL BE LOCATED AT A MIN OF 5 50LT DIAMETERS FROM THE CONCRETE EDGES
AND SPACED A MIN OF 10 BOLT DIAMETERS U.N.O.
10-8 CABINETS SHALL BE PLYWOOD AND PLASTIC LAMINATE FINISH LOCATED PER THE DRAWINGS AND THE CONTRACTOR FOR
COORDINATION OF SHOP DRAWINGS AND INSTALLATION.
DIVISION FOUR - MASONRY
DIVISION ELEVEN - EQUIPMENT
4-3 FILL MASONRY CELLS - AS STATED WITH VERT. REINFORCEMENT AND AT ALL DOOR / WINDOW JAMB5 AND SILLS SOLID WITH
CONCRETE. ALSO FILL ALL CELLS OF PERIMETER WALLS OF CHIMP ROOMS.
11-3 ATTIC ACCE55: PROVIDE PULL DOWN STAIR AND ATTIC HATCH AS INDICATED ON PLANS.
4-1 Unit Masonry - Concrete block units to conform with ASTM C-90. Provide shapes and §izes required to complete the work with a
DIVISION TWELVE - FURNISHINGS
minimum of cutting and piecing. Provide reinforcement of the types shown on the Drawing@?
NOT APPLICABLE
4-2 Mortar - Provide mortar type "5" conforming with A5TM 270,
DIVISION THIRTEEN - SPECIAL CONSTRUCTION
4-3 Grout - Provide grout in accordance with A5TM C476,
13-1 SOLAR WATER HEATER PANELS- PROVIDE 10 e 4'X 8' PANELS TO BE MOUNTED ON THE ROOF, THE PANELS ARE PT-50-GN PER
'PROGKE551VTU5E'. THE MOUNTS ARE ADJUSTABLE AND FIXED TYPE AND INSTALLED PER THE MANUFACTURE'S SPECIFICATIONS.
4-4 Execution - Except as shown on the Drawings, lay up the concrete masonry units in running bond, tooling all joints except where
MOUNTING CLIP5 SHALL BE SURFACE ANCHORED THROUGH THE ROOFING MATERIAL IN A PERMANENT ELASTIC POLYURETHANE
scheduled to be stucco.
SEALANT BED.
4-5 Horizontal reinforcement
DIVISION FIFTEEN - MECHANICAL
2. Masonry contractor shall provide 9-GA "Ladder" type "Dur-O-wal" horizontal joint reinforcement at alternate courses (16" c/c), typ,
all walls. Dur-O-wal shall be continuous, with a minimum splice of 6". Provide prefab tees and corner sections as required. All lintel
15-1 HEATING SYSTEM
reinforcing bars shall extend not less than 24" beyond each side of all openings,
1. PROVIDE SYSTEMS AS SHOWN ON DRAWINGS, THERMOSTAT AND CONTROLS A5 REQUIRED TO RUN SYSTEM, HVAC CONTRACTOR
SHALL BECOME FAMILIAR WITH SITE, DOCUMENTS PERTAINING TO SCOPE OF WORK, AND GENERAL CONSTRUCTION. READ AND
DIVISION FIVE - METALS
BECOME FAMILIAR WITH SPECIFICATIONS AND SHALL PERFORM HIS WORK IN FULL ACCORDANCE WITH ALL APPLICABLE
PARAGRAPHS, LAYOUT, BALANCING AND TESTING NECESSARY FOR COMPLETE INSTALLATION OF HEATING SYSTEMS AS
5-3 COORDINATE METALS - METALS IN CONTACT WITH EACH OTHER MUST BE SELECTED TO AVOID DIELECTRIC DECOMPOSITION
REQUIRED BY CLIMATE, NATURE OF CONSTRUCTION, AND SITE TO THE 5ATI5FACTION OF THE OWNER. THE RETURN AIR 15 A
OR SUPPLY ADEQUATE SEPARATING MATERIAL BETWEEN THE TWO DIFFERENT METALS. METAL5/FA5TENER5 EXP05ED TO
DIRECT GRILL TO UNIT.
WEATHER SHALL BE 5TAINLE55 STEEL UNLE55 NOTED OTHERWISE ON THE DRAWIN65.
2. PROVIDE CONDENSATE DRAIN, 26 GAUGE GALVANIZED AUXILIARY PAN AND DRAIN TO EXTERIOR.
3, DUCTWORK SHALL BE R-6 DUCTBOARD WITH SINGLE EXTENTION5 OF FLEXIBLE DUCT (NO FLEX TO FLEX CONNECTION).
DIVISION SIX - WOOD AND PLA5TIC5
4. SUPPLY GRILLS SHALL BE WHITE PAINTED ALUMINUM WITH DIRECTIONAL BLADE DAMPERS.
6-2 LUMBER - ALL LUMBER PERMANENTLY INCORPORATED INTO THE STRUCTURE SHALL BE AIR OR KILN- DRIED AND SHALL
15-2 PLUMBING
CONTAIN NOT MORE THAN 19% MOISTURE. ELEVATE AND COVER LUMBER ON SITE TO PROTECT FROM MOISTURE. ALL LUMBER AND
1. PROVIDE PLUMBING SYSTEM, COMPLETE IN PLACE, TESTED AND APPROVED, WHERE SHOWN ON THE DRAWING5, AS SPECIFIED
PLYWOOD SHALL BE IDENTIFIED BY GRADE STAMPS,
HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER JOB,
1. MIN ALLOWABLE FLEXURAL BENDING STRESS FOR BEAMS SHALL BE 1500 PSI AT NORMAL LOAD DURATION,
2. ALL PLUMBING WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE 5TANDARD PLUMBING
2, MIN ALLOWABLE HORIZONTAL SHEAR 5TRE55 FOR BEAMS SHALL BE 90 PSI.
CODE, LOCAL ORDINANCES AND IN COMPLIANCE WITH THE ENERGY CONSERVATION CODE.
3. MIN ALLOWABLE MODULUS OF ELASTICITY FOR POST OR BEAMS SHALL BE 1,500,000 PSI.
3. HOSE 61B5 SHALL BE DPA55 OR BRONZE, FASTENED SECURELY 18" ABOVE GRADE WHERE SHOWN ON DRAWINGS, ALL HOSE
ALL EXTERIOR WALL 5TU05 TO BE GROUP 2 LUMBER, KILN -DRIED 2X6'S MINIMUM FB 1100 PSI, 2X4'5 MIN. FB 1&00, EXCEPT
BIBS SHALL HAVE A NON -REMOVABLE ANTI -SYPHON DEVICE INSTALLED,
WHERE NOTED. ALL STUDS TO BE STRAIGHT AND TRUE. FRAMING LUMBER TO BE #1 OR BETTER, MINIMUM 1`5=1200 P51,
4. FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH AIR CHAMBERS WHEN REQUIRED,
BLOCKING, BRACING, AND NAILER5 SHALL BE UTILITY GRADE AND PROVIDED AS REQUIRED. PROVIDE BLOCKING AT ALL WINDOWS
5. PROVIDE SHUT OFF VALVES TO ALL MAINS ENTERING THE BUILDING AND EACH PIECE OF EQUIPMENT,
AND DOORS FOR DRAPERY INSTALLATION.
6. INSTALL DIELECTRIC UNION AT INLET AND OUTLET OF WATER HEATER.
7. BUILDING SEWERS, VENTS, AND ALL UNDERGROUND DRAINAGE LINES SHALL BE SCHEDULE 40 PVC.
6-4 WOOD IN DIRECT CONTACT WITH CONCRETE, OR MASONRY SHALL BE PRESSURE TREATED WITH THE REQUIREMENTS OF THE
6. WATER PIPING TO BE 50FT TYPE L. COPPER, UNDER SLAB, HARD ABOVE SLAB.
STANDARDS OF THE AMERICAN WOOD PKE5ERVER5 ASSOCIATION. WOOD IN CONTACT WITH SOIL SHALL BE MARINE GRADE
TREATED.
10. INSULATION - PROVIDE PIPE INSULATION ON REFRIGERANT LINES AND DOMESTIC WATER LINES AS PER INDUSTRY
STANDARDS. INSULATION EXP05ED TO WEATHER SHALL BE PROTECTED AS REQUIRED.
6-6 WOOD TRUSSES - PROVIDE TRU55E5 ENGINEERED WITH METAL ROOFING (15#/FT DEAD LOAD EXCEPT AT SOLAR PANEL
11. GATHER VENTS IN ATTIC A5 ALLOWED AND VENT TOWARD REAR OF HOUSE.
LOCATIONS SEE DRAWINGS),
12, PROVIDE 3.120 GAL. WATER HEATERS IN AN APPROVED PAN, INSTALL DIELECTRIC UNION AT THE INLET AND OUTLET OF THE
WATER HEATER.
1. WOOD TRUSSES SHALL BE DESIGNED AND CERTIFIED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. INSTALLATION AND
TEMPORARY FIELD BRACING SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND APPLICABLE CODES
13, ALL PLUMBING FIXTURES AND FAUCETS SHALL BE PROVIDED BY THE OWNER.
AND STANDARDS,
DIVISION SIXTEEN - ELECTRICAL
APPROVED GALVANIZED TRU55 ANCHORS SHALL BE PROVIDED AT EACH BEARING. INSTALLATION SHALL SEPARATE BOTTOM
CHORD OF TRU55E5 FROM CONCRETE (WHERE APPLICABLE) WITH EITHER 30# FELT OR515CCI APPROVED GALVANIZED OR
16-1 SCOPE: FURNISH ALL EQUIPMENT AND MATERIALS AND PERFORM ALL LABOR AND 5EI VICES NECESSARY TO INSTALLATION
STAINLESS TRU55 SEATS,
FOR A COMPLETE SYSTEM FOR LIGHTING AND POWER. EACH SYSTEM SHALL BE COMPLETE IN ALL RESPECTS AND SHALL BE
TURNED OVER TO OWNER IN A FIR5T-CLA55 OPERATING CONDITION AND FULLY TESTED AND COMPLETE WITH ALL DEVICES WHICH
2. PROVIDE 2 X 4 BRIDGING AT 6- 0" C/C AT THE BOTTOM CHORD AND AS OTHERWISE CALLED FOR ON THE TRU55 SHOP
ARE NORMAL FOR INTENDED 5Y5TEM5 AND THOSE REQUIRED FOR THEIR SAFE OPERATION.
DRAWING5, ADEQUATE BRACING AND BRIDGING SHALL BE USED DURING ERECTION OF THE TRUSSES TO PREVENT COLLAPSE
OR DAMAGE TO THE TRUSSES,
16-2 MATERIALS AND MANNER OF INSTALLATION OF ELECTRICAL SYSTEM SHALL BE IN STRICT ACCORDANCE WITH THE
REQUIREMENTS F THE LOCAL GOVERNING AUTHORITIES
Q 0 0 A 0 E5 HAVING UR 5 IC J I D TION, AND THE STANDARDS SET FORTH BY NFPA, U,L„
3. SUPPORTS FOR ROOF TOP OK CEILING HUNG MECHANICAL EQUIPMENT AND OTHER O'EM5 SUPPORTED BY THE WOOD
OR OTHER RECOGNIZED TESTING LABORATORIES. THE INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF THE NEC.
TRUSSES SHALL BE ATTACHED TO THE TRUSSES AT PANEL POINTS, THE GENERAL CONTRACTOR SHALL COORDINATE THE
SLLATION OF TH05E ITEMS AND A55URE THAT PROVISIONS ARE MADE IN THE DE 16N OF THE JOIST BY MANUFACTURER
16-3 EQUIPMENT MOUNTED ON THE EXTERIOR OF THE BUILDING SHALL BE DESIGNED, LABELED, AND INSTALLED FOR EXTERIOR,
IHE CONCENTRATED LOADS IMPOSED AND DIMENSIONAL SIZE OF THE EQUIPMENT.
WEATHERPROOF SERVICE CONDITIONS,
IELD MEASUREMENTS - TRU55 MANUFACTURER TO TAKE MEA5UREMENT5 IN FIELD AS REQUIRED TO VERIFY OR
'LEMENT DIMENSIONS ON DRAWINGS AND A55UME RESPONSIBILITY FOR FIT OF WOOD TRUSSES,
16-4 SERVICE: CONTRACTOR SHALL CARRY OUT ALL REQUIRED ARRANGEMENTS WITH FPL FOR INSTALLATION OF THE SERVICE,
PERMITS, AND INSPECTION,
16-7 PANEL SCHEDULE: PANEL SHALL BE CLEARLY MARKED AS TO ALL CIRCUITS.
16-8 ALL WIRING SHALL BE IN CONDUIT WITH THW COPPER,
16-12 PROVIDE GROUND FAULT PROTECTION ON ALL CIRCUITS SHOWN ON THE PANEL SCHEDULE, USING GROUND FAULT
INTERRUPTING BREAKERS, OR DEVICES,
16-13 LIGHT FIXTURES - ALL FIXTURES WILL BE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR.
4" VTR
� I
2"51NK �� I
AND �� I
WASHER
r�
I \
I I \\1
1112" FL
I I
4" FL DRAIN
I W/TRAP
W, 3.
I
3" WC
4" FL DRAIN
W/ TRAP
PLUMBING
FIXTURE
RISER
8" OPEN CONC
TRENCH
- GROUT SLOPED
6" REDUCTION TO PIPE
GROUT 5LOPED
REDUCTION TO I
6"
OPEN
TRENCH
R15ER
4" DRAIN
4"
8" OPEN CONC
TRENCH
4"
Building Section THESE PLANS AliD ALL PROPOSED WORK
ARE ANY CORRECTIONS
CT TO A RRE TIONS
1 /4" = 1 '-0" REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
FS
3"
4' DRAIN
4"
2" SINK
AND
WASHER
6" DIA FL
DRAIN
TO HUMAN SEPTIC
5Y5TEM
GATE VALVE W/
MANUAL
CONTROLS
TO CHIMP 5EPTIC
5Y5TEM
LIC. C00013084
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JOB # 03-0501
DATE 10/08/03
SHEET
A6
2154 AIR CONDITIONED 5Q. FT. 9 3 W PER 5Q FT 6552
(2) HEATER WITH 5000W HEATSTRIP 10000
3 - WATERHEATER5 AT450OW EA 13500
4 LIGHTING CIRCUITS AT19DOW EA AT125% AF,nn
TOTAL
FIRST 10000 W CAS 100 % 10000
REMAINDER 9 50% 17626
' 27626 W@ 240 V I 115 A M P5'
THEREFORE USE 150 AMP SERVICE
ELECTRICAL LEGEND
DUPLEX KECPT.12" A.F.F.
42"
DUPLEX RECPT. OTHER HGT. AFF
DEDICATED DUPLEX RECPT.
QUADRAPLEX RECPT.
240 VOLT RECPT,
;�G.F.L
GROUND FAULT INTERUPTED RECPT.
W.P.
WATER PROOF
G.F.I.
GROUND FAULT INTERUPTED RECPT.
—(�—
SINGLE POLE SWITCH
THREE WAY SWITCH
W- ---r f��T
CEILING FAN REO5TAT
JUNCTION BOX EXT. FOR
SURFACE MOUNTED LIGHT FIXTURE
�84"
WALL MOUNTED LIGHT FIXTURE W/ MPG HOT,
= CEILING MTD. FLUOR. LIGHT FIXTURE
SINGLE FLUOR. STRIP - LENGTH A5
INDICATED
i--,■■I 4'
2 LAMP FLUOR. STRIP - LENGTH
AS INDICATED
SMOKE DETECTOR
0
EXHAUST FAN
L=
DISCONNECT
METER
-®- ELECTRIC PANEL W/ CIRCUIT BREAKERS (RECE55ED)
TELEPHONE JACK
1 1 4' DIA COMPUTER NETWORK CONDUIT W/
FISH LINE FOR CAT 7 CABLE
�..,/ CEILING FAN
WALL MTD EMERG. EXIT LIGHT
a WALL MTD SECURITY LIGHTS
C ON BATTERY PACK
MAIN D15C
15OA-2P-NEMA-3R
120/24OV-1PHA5E / 3W /5N
00
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1/0, 1/0,1/0, THW
CU IN 1 1/2" DIA C
150 AMP
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METER
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A
SERVICE TO METER
CLAMP TO MTL WATER
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SUPPLY
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DIRECT BURIAL CLAMP TO
FOUNDATION5VL REINF. W/
s
NOTES:
PVC GLUE COVER & 5/6" DIA. X
�
* ELEC. CONTR. TO VERIFY
8' GROUND ROD
LOAD OF ACTUAL EQUIP.
y
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INSTALLED
ALL WIRE SHALL BE THW
COPPER
ELECTKICAL
R15ER
Y
NO SCALE
a
a
ti
SUPPLY DUCT
FOR HTR
WALL MTD
OSCILLATING
FAN LP 7-6"
A.F.F.
SUPPLY DUCT
FOR HTR
WALL MTD
OSCILLATING
FAN &D 7-8"
A.F.F.
TO OTHER EXT
DOOR LIGHTS
j
TO ROOFTOP
FLOODLIGHTS
IV,
GFI
TO OTHER WALL
EXH FAN
EXH, FAN
ABOVE IN
WALL CPN'G
*NOTE: SOLAR
HEATED WATER
STORAGE TANKS
Electrical Plan
1 /411 = 11-011
EXH, FAN
ABOVE IN
WALL OPN'G
1
,
TO OTHER WALL
EXH FAN
THESE PLANS AND kvL PROPOSED WORK
ARE SUBJECT TO A`,'y CORRECTIONSREQUIRED BY FIELD fh'ZPECTORS THAT
MAY BE NECES�,A';y IN ORDER TO
COMPLY WITH ALL t„ PL ABLE CODES,
I
WALL MTD 0 74"
A50VE EXTERIOR
SLAB (TYP)
----> TO OTHER EXT
DOOR LIGHTS
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JOB # 03-0501
DATE 10/08/03
SHEET
A7
LIC. CGC013084
Parcel 1 - Area
Calculations
Total Site Area:
15262 Ac.
Impervious Area:
36.89 Ac. (24%)
Cacrete PavernenUSidewaks
a4 At
Access Road (steel m*
a8 At
Bllild'mgs and Built ft Pads:
I
(62,122 SF) 119 At
Lake (water surfacek
= At
Pervious Area:
115.73 Ac. (761-)
open space
IE73 At
Parcel 2 - Future Ancillary Site Area Calculations
Total Site Area: 38.04 At
Impervious Area 5.07 Ac. (13x)
Access Road/Padit 171 Aa
Bill kW : 0.36 Aa
Lake (water a0acek 3.0 Am
Pervious Area 3297 Ac. (87z)
open Space 3297 Aa
General Notes
1. All building, parking and access areas shall document compliance with the requirements
of the American Disabilities Act prior to the issuance of a building permit,
2. Fire protection to be provided in accordance with minimum governing requirements.
3. Security lights to be provided on individual buildings.
4. Landscaping on North berm to be field adjusted to allow views from future education
facility to Parcel 1.
5. Temporary irrigation provided for establishment of xeriscape landscaping.
Orange Avenue, S.R. 68
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Subject
Site
TWP: 35S Range: 38E Section: 25
Location Map
The Northwest 114 of Section 25, Township 35 South, Range 38 East in
St. Lucie County, Florida. Less and except that part thereof owned in
fee simple by any party for roods, canals, ditches, drainage and water
management purposes.
Together with:
That plot filed May, 2002 known as Header Ranches
Suhdivision, as recorded in Plot Book 40, Page 38 of
the Public Records of St. Lucie County, Florida.
S.R. 712
4"E 1
Parcel 2
38.04 Acres
i__ (Future Development "t
and Temporary Spoil ri
M StockpileArea)
Future Land Use: AG-5 (Agricultural-1 du/5 cc.) L,•I
W
600 S.F. cv
:n Research Cottages N o
z ti rn
BUS O o
PARKING 13 m
h
0 0
O
Lake
sting - 3.0 AC.
7d Crossing 6,000 S.F.
MUSEUM
J PUB(ICSEDUCATION FACILITY
6:1 min. Access
to Top of Berm
Proposed Levee
rn
U)
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U„
3 �-
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Detail A
(Ses Shoot 2)
Future Land Use: AG-5 (Agricultural-1 du/5 ac.)
Existing Zoning: AG-5
Existing Use: Citrus Grove Detail B -
(See Sheet 2)
M
See Sheet 2
`to
Cr Lo
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N
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N
Future Land Use: AG-5 (Agricultural-1 du/5 ac.)
Existing Zoning: AG-5
Existing Use: Citrus Grove
Proposed Levee
Goldsmith Road
onl / Existing 50' R.O.W.
yr
ee Shee - a
----- ------
MCI,
5,000 S.F.
—
— — — .. — .. Fenced Area
EXISTING :.—�� .. ca— — — — .. — .. _� I
Parking — 1,000 S.F.
Maint. Building
EXISTING d y� Optional Future
140' Fire deportment �)'i ; Development Area/ I
11 Administration p/aHoimyfor sump i y „i ,
Building r pump. ,.i� �^ / ,� Ill I Temporary Spoil Stockpile
r � ,;;.I ) Area
Prroposed Kitchen �!/� v wi i ♦ ��� -� 30 _I
1,200 S.F. LI / t s ;; (\ %/
Iru.11rw shed �. \V;e I. I Phase Line
( Proposed Clinic wpm
1,500 S.F.
cow
r ��I
_ 1
E�Ist. Chimpanzee ,' I I l i J:`Id
Introduction Unitr' � --- i. _ i ♦♦ ��i I Pam'
�I -- k,
_., 1 .i.l I I .a Y�ii/'
' g
\ \
I barbed-wire . �. 'i \\\, �- :. I � Pod 2
Isecurify fence
!It. Chimp Housing
Set F.F.E. ® l
I 23.5 NGVD _%— ------ I I
i ® Exisg Pod 1
I y Chimp laicnd Lake 1
2,400 S.F. /.--------:: -- --- ---.
Residence
((Caretaker) 1 fA..
\ � . - ^; •\�t, la I I I:I,iir ii ^' i irk �II I
Y� Pod 3:\ I I ,,. Pod 4' / /r,l I 1
4
I DRAINFIELD AREA II Y�A \
I (Typical)
Chimp Housing ,r ' I 1 ♦� \i/t '12s4
(TYPical) �/ Lake \��-- ) <//,
19.97 Ac.
;I 12' high security O E.O.W. 1 1291�'
wall 5' cantilever Parcel
I
I extendedded Into Joke.
Outdoor Area
I (2.2 acres)(tYP (%%�
i
Pod 5,- too'
- I'
At
rrP L
IIIIII YY;,%
Gate
; 2,400 S.F. I I o a I I I
Caretaker
'srTr1
.,.
' Residence�'u I:I I MIDI M,
F.F.E.=24.5 �:I I 50i „=
1 C-7':; D
III I
Pod 7 ;::I: I I :I:; Pod 8
Chimp Housing �i i,? \ r r \ `> ♦ ♦ / , \
-_.� / \ �__=:: �� �`•' �, � %� I I I \
—' Lake
i!
`i CONTROL �� cii
/:' v
1,000 S.F. EL=17.4
lnt. Building ----------- --
� Pod
�`-----Lake--
%,I 4 .\
\\\\\\ Pod 10 III
-I
ii^♦\' I
> \ Lake
t 11.53 Ac.
I O E.O.W.
Pod 11 �l,
I
Lake
G „I I
\\\\� Pod 12
6:1 min. Access
to Top of Berm
ILL
IF —� 30' Perimeter Road
6' high
bmrbed—wire
secl.urity fence
. M1
F.F.E.=24.5
5,000 S.F.13
`... —..
Fenced Area—
`-----
J
----- e�
----
-------
S89.2818 E 252
Caretaker's 2,400 S.F.
Fire department platform
for
6' high
30, Perimeter Road barbed-wire
Access
Residence F.F.E.=24.5
sump pump
security fence
tomin.
to Top of Berm
Detail C
Future Land Use:
AG-5(Agricultural-ldu/5ac.)
(See Sheet 2)
Existing Zoning:
AG-5
Existing Use: Citrus Grove
h
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Future Land Use: Agricultural
3
Existing Zoning: AG-5
Existing Use: Citrus Grove
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Luc do & Associates
Land Planning / Landscape Architecture
701 E Ocean Blvd. Stuart, Florida 34994 (772) 220-2100, Fax (772) 223-0220
100 Avenue A Suit 2A, Fort Pierce, Florida 34950 (772) 467-1301, Fax (772) 467-1303
827 North Thorntoi i Avenue, Orlando, Florida 32803 (407) 898-9521, Fax (407) 898.9768
a'I+, hirim s,()lR
Site Dat
Project Nam
e. Center for Captive
Chimpanzee Care
Location:
3000 Header Canal Road
Ft Pierce, Florida 34945
Owner.
Institute for Captive Chimpanzee
Care and Well -Being, Inc.
P.O. Box 12220
Fort Pierce, FL 34979
(772) 429-0403
FAX (772) 460-0720
Planner/Lan
Iscape Architect: Lucido & Associates
701 E Ocean Blvd.
Stuart, FL 34994
(772) 220-2100
FAX (772) 223-0220
Engineer.
Rudd Jones, RE & Associates, PA
512 SW St Lucie Cresent
Stuart, FL 34994
(772) 221-8600
Surveyor
Dhiristian Fenex, Professional Surveyor and Mapper
1657 South Dixie Highway
Stuart, FL 34994
(772)283-2977
FAX (772)283-2979
Total Site A
ea (Parcel 1 & 2k
190.66 Ac.
Existing LanJ
Use: AG-5 (Agricultural-1 du/5 acJ
Zoning
AG-5
Current Use.
Agricultural
Setbacks
Front
50'
Rear
39
Side
20'
Side Cor
30'
Note All
3eftcks based off of Property Lines
Maximum Height
(allowed by AG-5k
89
Maximum B
ildinq Coverage:
10%
J
SCALE
0 100' 200' 400'
SM Ce ter for Captive
SUSION HE4UfREM��ic
'��RE Ch mpanzee Care
uP1pC: + 6 �s brn r 0o3 Site
i C, REP: Y1 2
J� _ frr.,.L / ,1r,.I
St. Li
Sca Is
I" = 200'
Drawn by
S.L.S.
Check ied 13V
M.G.
NORTH Computer
11e
chimp-sp3.dwg
Computer
Station
SL.S.
Project N
imber
SI45.SS
Date
123.03
Revisions 85ID3 .
1029.03.
Sheet
1 of 2
FOR
fj C', .-
POD EXPANSION
LIU
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U-
ST. LUCIE COUNTY, FLORIDA
Orange Avenue, S.R. 68
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L 5��
INDEX OF SHEETS
Midway Rd, S.R. 712
10 ST. LUCIE COUNTY HEALTH DEPT.
S.R 01 COVER ENVIRONMENTAL HEALTH SECTION
Subject SITE PLAN APPROVED FOR CONSTRUCTION
SUPERCE ES AL P IOUS SITE PLANS FO
Site 02 EXISTING CONDITIONS
OSDS N DATE t t
REVIEWER
TWP: 35S Range: 38E Section: 25 03 OVERALL SITE LAYOUT
Location Map & GRADING PLAN
Propery Description:
Lot No. 211-0001-00012
04 TYPICAL POD PLAN & TYPICAL SECTIONS
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS 05 PHASE 2 WELL AND SEPTIC
REQUIRED BY FIELD INSPECTORS THAT DETAIL PLAN
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
OF PHASE 2 WELL AND SEPTICr
D ETAI L PLAN
• ll�� Ol1L'S, f ,L, SSOCICIIC'S, f ,,i 07 DETAILS & SPECIFICATION
Cansul�ing�nlrrreers
4 T3S Colorado eve•. S111t� 1- 25 zwadrt ,�I3,;;qP4 OD w
_ f 1to11e.• /TTZ/ ZZ186C�
FLORIDA CERTIFICATE OF ADTHOPI. A-.1014 Fio- 00008303
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PROJECT H .
02 07
SHEET OF
SEED AND MULCH ALL DISTURBED AREAS
20' 20'
3• 10.1 SLOPE 10: 1 SLOPE
EL 23.03 3
- - - - - - - NATURAL GROUND EL20_0 - 21.0t- -M - - - -
EL. 17.4 - - - T
10
Ui J ,
3 MAX,
VARIES PER NSLRWCD REGULATION
OF HEADER CANAL STAGES
BOTTOM ELFv. 14.a NORMAL DRY SEASON (HIGH WATER)
CONTROL EL �17.40
OUTFALL DITCH DETAIL
NOT TO SCALE
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(FOR ALL AREAS NOT ADDRESSED BY SECTIONS BELOW)
NOT TO SCALE
30' i''ERIMETER ROAD
MIN. PERIMETER
ELEV, 22.00
EL.=21.40
EXISTING DRAINAG' DITCH
VARIES 20'-4
1
PERIMETER ROAD COMPACTED TO F,
95% OF MAX. DENSITY PER AASHTO T-99 \ EL. 17.4 /
\ /
EXISTING DITCH /
\ TO BE CLEANED /
/ VARIES PER NSLRWCD REGULATION
OF HEADER CANAL STAGES
_ - NORMAL DRY SEASON (HIGH WATER)
CONTROL EL.=17.40
TYPICAL PERIMETER SECTION
SOUTH AND EAST BOUNDARIES
NOT TO SCALE
30' PERIMETER ROAD
40'
4 1
4
20
TOP EL.=32.0
4
4
40'
BENCH MARK Hi, X-CUT IN HEAD
WALL, ELEVATION 23.496'
WITNESS CORNER
N 5045.6894
E 4886.9816
Existing
Road Crossing
D.O.T. STATION
147+30.32
FOUND NAIL PNSLLRWCDN 4981,7654
E 4833.1669 STATION
EXISTING 36" METAL CULVERT
EAST INVERT 16.1•
WEST INVERT 166'
I I
6:1 min. Access
to Top of Berm
Proposed Levee
See Section this Sheet
(Typ. West/North)
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NW CORNER OF THE
NW 1/4 25-35-38
NW PROPERTY
CORNER FALLS
BETWEEN DITCHES
BENCH MARK Q2, 3/8 IRON ROD,
ELEVATION 22,00•
WITNESS CORNER Proposed Levee
E 50066.2253 See Section this Sheet
EXISTING 36' METAL CULVERT (Typ. West/North)
EAST INVERT 15.2'
WEST INVERT 15.9' O e
NORTH LINE SECTION 25-35-38 Gold sr�"�' f h Road
A20' WIDE DIRT ROAD N
ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD (50'R/W)
- 'XIS ING - - --
,
FUTURE AREA
ASSUMPTIONS
&
ELEVATIONS
SHELL ROAD
.30
AC.
21.0-22.0
SWALES
.50
AC.
18.0-21,6
CONCRETE PAVEMENT
.10
AC.
22.0-24.5
BUILDING PAD
1.10
AC.
22.0-24.5
BUILDINGS
.30
AC.
24.50
BENCH MARK #3, 3/8 IRON ROD,
ELEVATION 19.95'
WITNESS CORNER
N 4932.3930
E 7473,1471 1/4 CORNER OF THE
\ /NW 1/4 25-35-38
O
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-" -- - -_ 1 fl 0 30' PERIMETER ROAD 00
� s � INV- IS 30 --r
5,000 S.F. I
Fenced Area u
/ V-1800 �Q
INV.=78.20
T6 g0
\RLSIDENCE wv.=18.00 INV.=18.aD 1,9a0,fr}p-. S.F. I a z
Existing \ / / - "Minding ry N
o� / EXISTING \ , Or 1 field`` Proposed Option Future A
.n sI Well Orion .0
N INV.=18.00 �O
ROL STRUCTURE \ �,'.' ��
of OSed Development ArealArea/ o
TO BE EMOVED ' _ / Septic Tank Temporary Spoil Stockpile
180.400 S. Area 30
flog Shad
/� F.F.. 23.6 E' • �-tC'1� �\79 (Typical) 1q.
�CONCRETEWELL H -� MP POD 2 II I _ INV 18 90
�j
�. ,/ �/ \
13,400 S.F.
- -
/ AVAILABLE w
1fi•3a - / POD
- {/{ INV.=18.00 I 1550 / 0,
I / \
230 LF
INV.=18100
INV.=18.00
NV.= I Lake
INV.-
/-------
\� POD 3 1r1��, ,' POD 4 / / I %i�l; 0 to
ROI-1 I IMP VEME11 //
I
'.' �1�l I HA %��='=�� / / %� I, , � \� POD
/140 I/
sa \ Sepflc 7 nk ,6 i \ �� I CD
Proposed CD
ocaNan 1 �-9,7 °�1C. w Propo
Wall LG
AVAV itWBlfo %v .ter �:. C 1T � � �-- � . I (n
ti
24.3o Lake
,ear ��,.'. ® E.O.W.
100'
I „1 , I i�
v-i
D 6D 5 I
S.F.100.
TYP
>11
INV=13.50
(TYPICAL) ISLAND CONTROL p a INV.=18.00 I �„ �II1
INV.=18.00 STRUCTURE (TYP. '
SEE DETAIL
_ ( 1 70 �. \ -- I W zQ
W J
2 - -
� INV,=18.00 I � Z Q
INV.=13.50 I a OU
20.40 I�-'r� III\�'� I __(TYPICAL) Lake I z U o
F,,U I EVM'NT / �tiD ,------- I �z
f�\ POD 7 „ I I e. w w
- I I 11, _ a,l POD 8 / { I /- r ` I o W
/ul OfI-
- 18400 SF /B '_ir I o- Q
w
12
POD fi'0 I I
p - - Lake
Nv.=18.oD
✓$,S INV.=18.00 r• 19 /; INV-
CONTROL 6.00 // I 5
v� 1,000 S..=
F. INvlaso EL=1/.4
\` / 2zaG
Building INv=16.30
F.F.E.=24.5 ._ - 1820 -� INvIN=v1. 830 / 8,800 SF /
AVAILABLE
5,1000 S.F. - INv. 18.50 0 /// / j\ \
Fenced Area INv.=18.40 - -
D.O.T. STATION N o0
120+68.50 -
XISTING DITCH
SW PROPERTY UTH LINE NORTHWEST QUARTER 25-35-38 LINE PROCEEDS THROUGH CENTER OF D
CORNER FALLS
N 2319,9459 BETWEEN DITCHES DRAINFIELD AREA
E 4531.4635 N 2318,7664
E 4974,0628 6:1 min. Access (Typical)
SW CORNER OF THE NW to Top of Berm
1/4 25-35-38
EXISTIN
VARIES
EXISENOGG
0 140mini trot' n
Adn• rA'14" 11on
= I Buildirfg 23.s
_N
W
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I ist. e6dlo6 ahv
Introd uctio`rf'ECRif
Extsfing
Drainfleld
§t. Grj?9R 31494r99llgg
Set Fw2 f.E.(�
23.5 2 GV'y 1
INV.=18 20
2,4004111
Resi��PiE���
.INV.=1810
(typical)
Proposed
o Septic Tank
vj GroupG,F[gw4j1g
m (Tyiijea y
A 2�00
A
O F( 9
E� 0 EXISTING. GRADE
- - - - - - - - - - - - - - _ - ELEV=20.03
EL. 17.4 I� -
PERIMETER ROAD COMPACTED TO \
95% OF MAX. DENSITY PER AASHTO T-99 EXISTING PITCH
VARIES PER NSLRWCD REGULATION TO BE CLEANED /
OF HEADER CANAL STAGES \ I
NORMAL DRY SEASON (HIGH WATER) /
CONTROL EL.=17.40 -
TYPICAL PERIMETER SECTION
NORTH AND WEST BOUNDARIES
NOT TO SCALE
(2.2 ad�iffflgWP)
�170 LF-36" CMP
INV.=14.50 Proposed
Ora/neidWN'OSSB
CONTROL S
(SEEOETAIL
PROPOSED 140 LF _
OUTFALL DITCH 1 36" CMP
INV.=1810
2,400 S.F.
2 4 ee e2aP.
, Resident�
F.F.E.=24.Z=18.20-
AVAILABLE
Group Housing
(Typical)
INV =18 30 2, /
o , INV.=18.60
30' PERIMETERS ROAD
S89j 8'18"E 2522,30'
2,400 S.F.
Residence F,F.E.=24.5
30' Perimeter Road
See Section this Sheet
(Typ, East/South)
6.1 min. Access
to Top of Berm
30' Perimeter Road
See Section this Sheet
(Typ, East/South)
FUTURE DEVELOPMENT
"'I'\
PROPERTY
CORNER
FALLS IN
DITCH
N 2295.5D82
E 7496.2527
LEGEND
PROPOSED SHELLROCK ROAD
PROPOSED SPOT ELEVATION
06
EXISTING .SPOT ELEVATION
THESE PLANS AND ALL PgOpOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIWLD INSPECTORS THAT
MAY SE NECESSARY Iq ORDER TO
COMPLY MTN ALL APPLRCASLE CC DES,
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SHEET OF
Exist. Group Housing
Set F.F.E. @ 1
23.5 NGVD 1
1
1
1
?5400 S.F._
Residence
L-/ - J
Proposed
Drainfield Area
(typical)
Proposed
Septic Tank
Group Housing
(Typical)
Proposed
Septic Tank
cell
Outdoor Area
(2.2 ocres)(typ.)
Proposed
Drainfield Area
(typical)
2,400 S.F.
Residence
F. F. E. ®24.5
1
— - - - - - - - /
/
/
i— — — — — — — — — — — — — — — — — — —
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1 Well Location
Lake
19.97 Ac.
@ E. 0. W.
Lake
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Proposed I ,:
Well Location
Proposed \
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- - / Al �I
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POD 6 \ '
I I\ 1 1 1
\
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLIC1,';3LE CODES.
---------------=---------\
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PROJECT # .
06 07
SHEET OF
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PLAN
4,-4" 3"
r Grate c-- -}-
2" CI. Eye Bolts
See Index 201
N
� � 4 , 2
12' Ctrs.
SECTION
TYPE E INLET
Recommended Maximum Pipe Size:
S-O" Wall-24" Pipe
4'-6" Wall-42" Pipe
TOP VIEW
FRC)N i VILLA
Iroirwio�oo�
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StraightBars
V, ill
Bonds
TYPE E GRATE
(FOR CONTROL STRUCTURE)
GRATE EL.=21.5
CIRCULAR BLEEDER
PIPE INV,=14.5
STRUCTURE
BOT. EL. 13.0
ISLAND CONTROL STRUCTURE
TYPE "E" INLET IMODIFIED]
TOP VIEW
EL. 19.60 BOTTOM EL.=17.70
BOLTED 3" ON CENTER W/ 24„ 42"
MASONRY BOLTS.
0
o
NOTCH INV,.=17.4
i
VP j \\
LL PIPE
i\ITT 11,4
L J i
SIDE VIEW FRONT VIEW
CONTROL STRUCTURE
TYPE "E" INLET IMODIFIEDI
4" MIN,
EXISTING GROUND
REMAINING BACKFILL
6" MAX. SIZE
GRANULAR BACKFILL
BEDDING MATERIAL
5-1/2" UNREINFORCED CLASS 1
CONCRETE (WITH FIBERMESH ADDED)
12" STABILIZED SUBGRADE COMPACTED
TO 98% OF MAXIMUM DENSITY AS PER
AASHTO T-180 & A MINIMUM FLORIDA
BEARING VALUE OF 75 PSI.
CONCRETE PAVEMENT SECTION
N. T S
NOTES;
1. BEDDING MATERIAL SHALL BE HAND PLACED IN 6" LIFTS AND
SHALL CONSIST OF IN -SITU GRANULAR MATERIAL OR WASHED
AND GRADED LIMEROCK 3/8"-7/8" SIZING. UNSUITABLE IN -SITU
MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCK SHALL BE REMOVED.
2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH
WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES,
3. THE PIPE SHALL BE PLACED IN A DRY TRENCH,
4. BACKFI
LL SHALL BE DON P E WITH APPROVED MATERIAL CLEAN
E AND
FREE Or ROCKS, MUCK AND OTHER DELETERIOUS MATTER AND
COMPACTED BENEATH THE HAUNCHES OF THE PIPE USING MECHANIC4.:_
TAMPERS TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T--S9.
5. BACKFILL TO BE COMPACTED ALONG THE SIDES OF THE PIPE AND Tu
A POINT ONE FOOT ABOVE THE TOP OF THE PIPE TO 100% MAXIMUM
DENSITY AS DETERMINED BY AASHTO T-99.
6. A. WHERE PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE THE
REM
AINING A G BACKFILL
LL SHALL BE COMPACTED IN 6 INCH LAYERS AND
COMPACTED TO 95% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180.
B. WHERE "NO" PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE
THE REMAINING FILL SHALL BE COMPACTED IN 6 INCH LAYERS TO.A DENSITY
90% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180.
7. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL TRENCH
SAFETY REGULATIONS
TYPICAL TRENCH DETAIL
- N
5' 20'
ACCESS
w
15' SWALE
O
EXISTING NAT. GROUND �^ Pao/Zy
AVERAGE EL. 19.00t VARIES 4%, `V�-
EL. 20.6-21,6 -
J1
3
VARIES PER PLAN
SLOPE TO MEET EXISTING GROUND
EL. 19.0f. MAX, SLOPE 3:1
GRATE EL.=19.30
BOT; BAFFLE EL.=17.2
r
PIPE INV.=14.0
STRUCTURE
BOT. EL, 13.0,
w
� 15' SWALE
7
0
x
�� vARIES
EL 20.6-21.6
3
VARIES PER
PLAN
6" COMPACTED SHELLROCK
FBV 50 psi, 98% MAX PER
AASHTO T-180.
12" STABILIZED SUBGRADE
98% MAXIMUM DENSITY PER
AASHTO T-180.
TYPICAL SECTION
STABILIZED SHELLROCK ROAD
NOT TO SCALE
RECOMMENDED TOE -IN
NOTE* SILT FENCE SHALL BE INSTALLED
PER MANUFATURER SPECIFICATIONS
PRIOR TO THE START OF
CONSTRUCTION.
SILT FENCE DETAIL
v
t
EROSION AND SEDIMENTATION CONTROL NOTES
Construction activities con result in the generation of significant amounts of
pollutants which may reach surface or ground waters. One of the primary
pollutants of surface waters is sediment due to erosion. Excessive quantities of
sediment which reach water bodies of floodplains have been shown to adversely
affect their physical, biological and chemical properties. Transported sediment can
obstruct stream channels, reduce hydraulic capacity of water bodies of floodploins,
reduce the design capacity of culverts and other works, and eliminate benthic
invertebrates and fish spawning substrates by siltation. Excessive suspended
sediments reduce light penetration and therefore, reduce primary productivity.
MINIMUM STANDARDS
1. Sediment basin and traps, perimeter dikes, sediment barriers and other
measures intended to trap sediment shall be constructed as a first step in any
land -distributing activity and shall be made functional before unslope land
disturbance takes place.
2. All sediment control measures are to be adjusted to meet field
conditions at the time of construction and be constructed prior to any grading or
disturbance of existing surface material on balance of site. Perimeter sediment
barriers shall be constructed to prevent sediment or trash from flowing or floating
on to adjacent properties.
3. Permanent or temporary soil stabilization shall be applied to denuded areas
within seven days after final grade is reached on any portion of the site.
Temporary soil stabilization Shall be applied within seven days to denuded areas
that may not be at final grade but will remain undisturbed for longer than 30
days. Permanent stabilization shall be applied to areas that are to be left
undisturbed for more than one year.
4. During construction of the project, soil stockpiles shall be stabilized or
protected with sediment trapping measures. The applicant is responsible for the
temporary protection and permanent stabilization of all soil stockpiles on site cs
well as soil intentionally transported from the project site.
5. A permanent vegetative cover shall be established on denuded areas not
otherwise permanently stabilized. Permanent vegetation shall not be considered
established until a ground cover is achieved that, in the opinion of the Reviewer,
is uniform, mature enough to survive and will inhibit erosion.
6. Stabilization measures shall be applied to earthen structures such as corns,
dikes and diversions immediately after installation.
7. Surface runoff from disturbed areas that is comprised of flow from drainage
areas greater than or equpl to three acres shall be controlled by a sediment
basin. The sediment basin shall be designed and constructed to accommodate the
anticipated sediment loading from the land -disturbing activity. The outfoll device
or system design shall take into account the total drainage area flowing through
the disturbed area to be Served by the basin.
8. After any significant rainfall, sediment control structures will be inspected for
integrity. Any damaged devices shall be corrected immediately.
9. Concentrated runoff Shall not flow down cut or fill slopes unless contained
within an adequate temporary or permanent channel, flume or slope drain
structure.
10, Whenever water seeps from a slope face, adequate drainage or other
protection shall be provided.
11. Sediment will be prevented from entering any storm drain system, ditch or
channel. All storm sewer inlets that are made operable during construction shall
be protected so that sediment -laden water cannot enter the conveyance system
without first being filtered or otherwise treated to remove sediment.
12. Before temporary or newly constructed stormwoter conveyance channels are
made operational, adequate outlet protection and any required temporary or
permanent channel lining Shall be installed in both the conveyance channel and
receiving channel.
13. When work in a live watercourse is performed, precautions shall be taken to
minimize encroachment, control sediment transport and stabilize the work area to
the greatest extent possible during construction. Nonerodible material shall be
used for the construction of causeways and cofferdams. Earthen fill may be used
for these structures if armored by nonerodible cover materials.
14. When a live watercourse must be crossed by construction vehicles, a
temporary stream crossing constructed of nonerodible material shall be provided.
15. The bed and banks of a watercourse shall be stabilized immediately after
work in the watercourse is completed.
16. Periodic inspection and maintenance of all sediment control structures must
be provided to ensure intended purpose is accomplished. The Developer, owner
and/or contractor shall be continually responsible for all sediment leaving the
property. Sediment control measures shall be in working condition at the end of
each working day.
17, Underground utility lines shall be installed in accordance with the following
standcrds in addition to other applicable criteria:
A. No more than 500 linear feet of trench may be opened at one time.
B. Excavated material shall be placed on the uphill side of trenches.
C. Effluent from dewatering operations shall be filtered or passed through an
approved sediment trapping device, or both, and discharged in a manner that
does not adversely affect flowing streams or off -site property.
D. Restabilization shall be accomplished in accordance with these regulations.
18. Where construction vehicle access routes intersect paved public roads,
provisions shall be made to minimize the transport of sediment by tracking onto
the paved surface, where sediment is transported onto a public road surface with
curbs and gutters, the road shall be cleaned thoroughly at the end of each day.
Sediment shall be removed from the roads by shoveling or sweeping and
transported to a sediment control disposal area. Street washing shall be allowed
only after sediment is removed in this manner.This provision shall apply to
Individual subdivision lots as well as to larger land -distributing activities.
19. All temporary erosion and sediment control measures shall be removed within
30 days after final site stabilization or after the temporary measures are no
longer needed, in the opinion of the Reviewer. Disturbed soil areas resulting from
the disposition of temporary measures shall be permanently stabilized to prevent
further erosion and sedimentation.
20. Properties and waterways downstream from construction site shall be
protected from sediment disposition and erosion.
21. Phased projects should be cleared in conjunction with construction of each
phase.
22. Erosion control design and construction shall follow the requirements in Index
Nos. 101, 102 and 103 of FDOT Roadway and Traffic Design Standards.
23. The Reviewer may approve modifications or alter plans to these erosion
control criteria due to site specific conditions.
Technical Specifications The Center for Captive Chimpanzee Care
1, Clearing and Grubbing: Clearing and grubbing shall be performed within the
limits of the project work in accordance with Section 110, Florida Department
of Transportation (FDOT) Specifications. This item shall include, but is not
limited to, the complete removal and legal disposal of all trees, brush,
stumps, roots, grass, weeds, rubbish and other undesirable material to a
depth of 18 inches below natural ground or proposed finished grade, whichever
is lower. The areas to be cleared generally consist of that area on the plans
designated as the project area and consists of about 14.6 acres. All areas
immediately adjacent to the clearing operation shall be protected by the
installation of temporary silt barriers in accordance with the requirements of
the South Florida Water Management District (SFWMD). Further erosion control
shall be accomplished by seeding and mulching all disturbed areas as soon as
they are at final grade, per the specifications for seeding and mulching,
Section 3 below.
All material shall be removed from the site and shall be disposed of in
accordance with all local, state and federal requirements. Material may be
burned, upon Contractor receiving all necessary burn permits. Any unburned
debris shall be disposed of as specified above.
2. Earthwork and Grading: All earthwork and grading shall be performed as
required to achieve the final grades, typical sections and elevations shown on
the plans. In all other respects, materials and construction methods for
earthwork, embankment, excavation and grading shall conform to the
requirements of FDOT Specifications, Section 120. Any plastic or otherwise
undesirable material within 36 inches of finished road grade shall be removed
and replaced with suitable material. The contractor shall separate topsoil
from the rest of the backfill material and shall place the topsoil as the lost
lift on the island to aid in the establishment of a good grass cover after
seeding and mulching,
3. Roadways: Roadways shall be stabilized and finished with a course of
shellrock as detailed on the drawings. Subgrade and shellrock specifications
shall be as specified below,
A. Shellroek: Cemented Coquina (shellrock) base material shall be
compacted to 98% of maximum density per AASHTO T-180. All limerock
shall meet the minimum requirements of FDOT Section 915.
B. Sub -grade: Sub -grade shall be compacted to 98% of maximum
density per AASHTO T-180, and stabilized to a minimum FBV of 50psi.
Sub -grade shall be thoroughly rolled with a pneumatic tired roller prior to
scheduling any sub -grade inspection.
C. Sod: A two -foot wide strip of bahia sod shall be placed along the
edge of the constructed roadways to aid in prevention of erosion and soil
stabil ty. Sod shall be placed in conformance to FDOT Section 570, 575
and 981.
D. Seed , Fertilize and Mulch: All disturbed areas shall be stabilized with
seed, fertilizer and mulch upon completion and acceptance by Engineer of
final grading. Seed, fertilizer and mulch shall be in conformance to FDOT
Sections 570, 575 and 981. The Contractor is responsible for establishing
a stand of grass sufficient to prevent erosion and to allow removal of the
terri silt fences. The seed mixture shall be 40% millet and 60%
bahia
E. Testing: The Contractor shall secure the services of an approved
independent testing laboratory to conduct all required testing on
sub -grade, base and concrete. Locations required for these tests shall be
as det rmin e ed by the Engineer during the progress of work. Should any
tests fail, contractor shall at his own expense, repair the deficiencies and
retes: the work until compliance with the specifications is demonstrated.
4. Drainage Improvements: All labor, materials and construction methods
shall be in conformance to the minimum engineering and construction
standards of St. Lucie County and FDOT Specifications. Trench excavation and
back -filling operations shall meet or exceed the requirements of FDOT
Specifications, Section 125. The Contractor shall provide the necessary
back -fill compaction testing required to demonstrate compliance with this
section. The pipe trench shall be dry when pipe is laid and the pipe shall be
bedded per the details and per FDOT specifications.
The Contractor shall comply with Chapter 90-96, Laws of Florida, which
requires the Contractor performing trench excavations over five feet in depth
comply with all applicable trench safety standards and shoring requirements as
set forth in the Occupational Safety and Health Administration's (OSHA)
excavation and safety standards, 29 C.F.R. 19926.650, Sub -part P and
incorporated as the State of Florida standard, as revised and/or updated.
The cost of compliance with this requirement shall be included as a separate
line item on the Contractor's bid. Otherwise, Contractor certifies that the
cost of compliance is included in the unit cost of all items of work to which
this requirement applies.
A. Corrugated Metal Pipe (CMP): All CMP shall be aluminum alloy, round,
helical -wound corrugated pipe conforming to AASHTO-M 196-74 and FDOT
Section 945. Pipe ends at joints shall be reformed to annular
corrugations for the complete band width. All joints shall be soil- tight.
All connecting bands shall be corrugated annular coupling bands. A Neoprene
gasket of at least 7 inches wide by 3/8 inch thick shall be used for all
pipes of 36-inch diameter and smaller. Larger pipe sizes require gaskets
of at least 10-1/2 inches in width. All CMP shall be installed at
maximum lengths to reduce the number of joints.
B E-Inlets/Control Structures: Pre -cast catch basins sholl meet the
requirements of ASTM Specifications C-478 and 64T and FDOT
Specifications, Section 425. Concrete for catch basins shall have a minimum
compressive strength of 4,000psi at 28 days. All grates shall be valley gutter
type, cast iron, traffic bearing design.
C, Trench Backfill shall be as shown in the Drainage Details. In addition,
testing under paved areas shall be as follows: One test location midway
between structures and one test location adjacent to each structure.
Engineer may request additional locations. Testing in each location shall
begin in the first foot above the culvert with tests every two feet to within
two feet of the sub -grade. Density shall be to 100 percent of maximum
as determined by AASHTO T-99.
THESE PLANS AND ALL PPOPOWD 6r' ;;
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS T�IAT
MAY BE NECESSARY ]N ORDER TO
COMPLY WITrI ALL APIPLICA3LE CODES.
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PROJECT # .
07 07
SHEET OF
FOUND 4"x4"PRM
#3435 (0.37'WEST S89-04'14"E 1256.53'(P)
FOUND OF R/W LINE) S89'0220"E 1256.38'(M) #3435 4 x4"PRM
72.5' 72.5' 30' DRAINAGE & UTILITY EASEMENT EXISTING DITCH
65.6' _-
LOT 4 I II s
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LOT 2 I I CITRUS GROVE
Z 66 W ROWS ARE NORTH/SOUTH
IZia ,ati� I I M� DIRECTIONAL
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CITRUS GROVE
BENCH MARK #1, X-CUT IN HEAD
WALL, ELEVATION 23.496'
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PORTION 24-35-38
WITNESS 89RNER
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NW 1/4 25-35-38
I ELEVATION 22.00'
WITNESS CORNER 30' DRAINAGE &
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N 50P3691 UTIUTY EASEMENT O
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N89'28 10 W 1257.78
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NORTH LINE SECTION 25-35-38
D.O.T. STATION
20' N E pIRT
N
147+30.32
ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD 50'R W
ANAGEMENT
- - - - - - - - - - - - - -
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- - -
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- -
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77.0
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NEST INVERT 15.9'
NW PROPERTY
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BETWEEN DITCHES
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z � o
1n
Q
I
I Q
W
W
- TOE EL=BERM
TOP EL-26.0'
- - - - 20-7
W DEAD CITRUS GROVE
Z ROWS ARE EAST/WEST DIRECTIONAL
LLJ
I IZ
25 0' U
3 s5.
Q
O $
a
V =
x
w
0
i
NORTHWEST QUARTER SECTION 25-35-38
CONTAINING 152.62 ACRES MORE OR LESS
DEAD CITRUS GROVE
.lie ROWS ARE EAST/WEST DIRECTIONAL
Im BENCH MARK #5, 5/8 IRON ROD,
ELEVATION 20.22'
WITNESS CORNER
N 011.2136 NORTH I VE METAL CUL T
E 5012.2136 NORTH INVERT 14.9'
SOUTH INVERT 14.7
D.O.T. STATION w
120+68.50 EXISTING DITCH r
SW PROPERTY SOUTH LINE NORTHWEST CORNER FALLS QUARTER 25-35-38 LINE PROCEEDS THROUGH CENTER OF DITCH S89*2818'E 25
N 2319.9459 BETWEEN DITCHES
E 4831.4635 N 2318 7664
E 4974.0628
SW CORNER OF THE NW SW1/4 25-35-35
1/4 25-35-38 NOT INCLUDED CITRUS GROVE
SOUTH
BENCH MARK y3, 3/8 IRON ROD,
ELEVATION 19.95'
WITNESS CORNER
N 4032.3930
73.1471 1/4 CORNER OF THE
hl /NW 1/1 25-35-38
NE PROPERTY
CORNER FALLS
IN DITCH
BENCH MARK #4, 5/8 IRON ROD,
ELEVATION 23.58' \
WITNESS CORNER
N 2347.2780
E 7467.08280828
EXISTING DITCH
54.5'
CITRUS GROVE
NE1/4 25-35-38
NOT INCLUDED
s,T
SCALE
1" = 200'
CHANGED TITLE: 10/20/2003
REVISED: 9/23/2003
REVISED: 9/2/2003
PROPERTY
REVISED: 4/26/2000
CORNER
REVISED: 3/20/2000
FALLS IN
DITCH
FIELD SURVEY DATE: 12/9/99
N 2295s0e2
DRAWING COMPLETION DATE: 12/9/99
E 7496.2527
F.B.: L1 PG: 32
FILE:-99205.dwg
#91
\9S
GOLDSMITHROAD
712 MIDWAY ROAD)
y
FzP�L�P
G•
LQQ61ION MAP
(NOT TO SCALE)
SURVEYOR'S NOTES:
1. BEARINGS REFER TO RIGHT-OF-WAY MAP SECTION NO. 9452.
BEARING BASE IS THE BASE LINE OF SAID MAP.
2. (P) = PLAT MEASUREMENT: (M) = FIELD MEASUREMENT
3. PROPERTY LIES IN FLOOD ZONE A, FEMA MAP #12111CO165 F,
8-19-91.
4. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR
RIGHT-OF-WAYS, EASEMENTS, OR OTHER ENCUMBRANCES.
5. UNDERGROUND UTILITIES NOT LOCATED PER THIS SURVEY.
6. R/W = RIGHT-OF-WAY
7. FENCES, DITCHES, AND IMPROVEMENTS NOT LOCATED.
S. ALL MONUMENTS SHOWN ARE FOUND UNLESS STATED OTHERWISE.
9. COORDINATES VALUES SHOWN ARE BASED ON AN ARBITRARY
DATUM AND BEAR NO REFERENCE TO GEODETIC CONTROL.
SURVEYOR'S NOTES:
ELEVATIONS REFER TO NAVD88.
ELEVATIONS SHOWN ARE BASED FROM BENCH MARK #1, X-CUT IN
HEADWALL, 7.1617 METERS, 23.496 FEET, NORTH AMERICAN
VERTICAL DATUM 1988. ALL OTHER BENCH MARKS ARE ESTABLISHED
THERE FROM.
CONVERSION FROM NORTH AMERICAN VERTICAL DATUM 1988
(NAVD88) TO NATION GEODETIC VERTICAL DATUM 1929 (NGVD29):
NAVD88 + 1.475 = NGVD29.
BOUNDARY AND TOPOGRAPHIC SURVEY
OF THE NORTHWEST ONE QUARTER (N W. 1/4) OF SECTION 25,
TOWNSHIP 35 SOUTH, RANGE 38 EAST SITUATED IN ST. LUCIE
COUNTY, FLORIDA. LESS AND EXCEPT THAT PART THEREOF
OWNED IN FEE SIMPLE BY ANY PARTY FOR ROADS, CANALS,
DITCHES, DRAINAGE AND WATER MANAGEMENT PURPOSES.
AND THAT PLAT FILED MAY, 2002 KNOWN AS HEADER RANCHES
SUBDIVISION, AS RECORDED IN PLAT BOOK 40, PAGE 38 OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA
FOR
INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL-BEING, INC. a
corporation existing under the laws of the State of Florida
CERTIFICATION:
1. INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL-BEING; INC. o corporation
existing under the laws of the State of Florida.
2. COMMONWEALTH LAND TITLE INSURANCE COMPANY
3. THOMAS A. FOGT, ESQ.
I HEREBY CERTIFY THAT THE SKETCH SHOWN HEREON IS A CORRECT REPRESENTATION
OF A SURVEY DONE UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF
MY KNOWLEDGE AND BELIEF. NO SEARCH OF THE PUBLIC RECORDS MADE FOR ERRORS
OR OMISSIONS OF SAID DESCRIPTION. EASEMENTS OF RECORD NOT SHOWN UNLESS
FURNISHED. I FURTHER CERTIFY THAT .THIS SURVEY MEETS THE MINIMUM TECHNICAL
STANDARDS SET FORTH UNDER RULE 61G17-6 F.A.C. BY THE FLORIDA BOARD OF
SURVEYORS AND MAPPERS.
THESE PLANS AND ALL AROPOS :D �,:� _.� „... , ,
ARE SUBJECT TO ANY CORRECTIG;
REQUIRED BY FIELD INSPECTORS TXAT
MAY BE NECESSARY IN ORD R T9
COMPLY WITH ALL APPLICABLE 001 'C'
CHRISTIAN FENEX
PROFESSIONAL SURVEYOR AND MAPPER-%�
1657 S. DIXIE-HWY., STUART, FL.
P.O. BOX 2533, PALM CITY, FL. 34991 CHRISTIAN FENEX, PSM
(772)283-2977 (772)283-2979 fax FLA. REG. #5102
NOT VAUD WITHOUT THE SIGNATURE AND THE. ORIGINAL. RAISED SEAL OF A FLORIDA LICENSED SURVEYOR: AND MAPPER.
,, 11
hollow metal swing
Stminle.stl. knob
2
2 - 3'-D" x 6'-8" x 1 3/4"
exterior i s I metal swin
St ' le,stl. knob
31.6/-39.8
veatheratrip w/ h.c, threshold. Upper window
3
2 - 3'-0" x 6-8" x 1 3/4
exterior insul metal owing
stainle.stl. knob
31.6/-39.8
4
2'-2" x 6-8"
swing cage door
rJ
1 2'-8" w x 2'-8" h
horiz sliding metal door
wall mounted; 5'-4" head hei ht
6
2'-8" w x 2'-8" h
vert, 5liclinq metal door
remote
wall mounted/ uillotine • 5'-4" head height
7
6'-0" w x 6-8" h
metal mesh swing gate
8
9
NOTE: ALL HARDWARE TO ESE STAINLESS STEEL
Head heights are from 0'-0" at top of curb
See Elevations
2'LX4"W -- — — — — — — �
TRENCH DRAIN — — — — — — —
W/4" PIPE GONNEC
TO OTHE
TRENCH
O
2
UN_ IIT #1
0, H. CAGE
CHUTE
1_O11 Cl G1-01, 21-011 2'
L.
1 •
�
it
EDGE OF
CONCRETE
N
Q
UNIT #2
SLAB
_
i'
0, H. CAGE
CHUTE
N
Q
GONG. SLAB TO CONNECT
BETWEEN BUILDINGS
(TBD IN FIELD)
EDGE OF
SLAB
OPN'G
A
2 - 3'-1" w x 3'-2 3/8" h
awning
alum/white
Single, tinted
6' - all
31,0/- 6
metal security bars mtd, over window
" "
open mesh
metal
no alaoo
6' - 8"
3 Sided bay window "viewport"
C
o en mesh
metal
no qlaoo
6' - 8"
Interior mtl, ca e "window"
10'-0" w x 4'-0" wall o n'
o en mesh
metal
no c1laoc,
6' - 8"
interior mtl, ca e "window"
E
7-8" w x 6'-8" h
o en mesh
metal
6' - 8"
interior mtL ca e "window"
F
1'-71/8" w x 2'-2 3/8" h
awnin
alum/white
Sin le tinte
6' - 8"
31.6/-34.6
G
2'-8" w x 2'-8" wall o n'
o en mcoh
metal
no alaoo
5'- "
exterior mtl. ca e "window/'
H
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811 31_411 all
MESH
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--- ---- ------II
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H/C W.O. VALVE
BASE CABINET - WALL MTD. 5" 5EKVICE AREA
A.F.F, PROVIDE FILLED CELL
O BELOW 51LL 1'-0" FROM WINDOW Ej WALL MTD UPPER
OPN'G EA. 51DE FO, ZRAGIly 9=8
2 I CABINETS
I M 1' 0" -rn
11
LT
L — FILLED
O O
COLD ONLY
OPN'G
ABOVE FOR
EXH, FAN
THESE PLANS HAVE BEEN REVIEWED
11 BUILDING CDEE WITH THE FLOAIUA
FIOO1 Plan
X
u
REMOTE 'LIXIT'
ON GONG. YARD
PYLON (V.L.O.J,)
O
O
ST LUCIE COUNT
BUILDING DIVISIO
REVIEWED
FOR COMPIL N
REVIEWED BY
>oa �t-
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COi
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UNIT #5
UNIT #6
'LIXIT' WATER
SUPPLY FOR
CHIMPS (TYP)
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ST. LUCIE COL_NTA' FIRE DISTRICT12
REl7EN;-ED FOR COitpLLA-iNCE a
SUBJECT TO FIELD INSPECTIONS
SEE ATTACHED REVISION S rn
ET lot
RENTERED BY: 77Q
DATE: - -
s 314"
W
4'-0"
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A,F.F. PROVIDE FILLED CELL O7
BELOW SILL T-O" FROM WINDOW
OPN'G E SIDE Fill? BRACING
T-0" 1'-0"
M I L7
FILLED CELL — J
o —
OPN'G COLD ONLY
ABOVE FOR
EXH. FAN
Mill
m
TOTAL 5Q. FT. UNDER ROOF = 2315.81
O
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LL
W
4-J i
TH
A
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IE SUE
eftti� ;,
EC`I i
ALL PROPOSED WORK
a ANY CORRECTIONS
4j
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RE
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BY FIE
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MAY B
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SARY IN ORDER TO
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COMPLY)
ITH At
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T L ONMENTAL HEALTH
SITE PLAN A F OVED IOR OI
SUPERCED� r ��
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OSDS #
EDGE OF
V_J CONCYtj)#1ER
a
JOB # 03-0501
DATE 10/02/03
SHEET
Ala
CONSTRUCTION CORPORATION
LIC. CGCO13084 �K� — o```'1'f"p
�� 1
CENTER FOR CAPTIVE CHIMPANZEE
DIVISION ONE - GENERAL REQUIREMENTS
r
1-1 INTERPRETATION OF PLANS - THE ARCHITECTS SERVICES DOES NOT INCLUDE 5UPEKVI6ION OF CONSTRUCTION. THE ARCHITECT
DIVEST HIMSELF OF THE RESPONSIBILITY OF THE WORK, ERROK5 OR EMI5510N5 RESULTING FROM THE INTERPRETATION OF THE
PLANS, IF THE CONTRACTOR BELIEVES HE HAS DISCOVERED ERRORS OR OMIS5100 IN THE PLANS THE CONTRACTOR SHALL
NOTIFY THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE CONTINUING WORK,
1-2 APPLICABLE STANDARDS - ALL WORK UNDER THI5 CONTRACT, OR 5U6-CONTRACT5 SHALL CONFORM TO RECENT EDITIONS OF
LOCAL, STATE AND NATIONAL CODES, ORDINANCES AND REGULATIONS PERTAINING TO THE WORK, A.C.I., A,N.5.1., A.5.T.M., 0.5.H.A.,
ETC.
/1-4 VERIFYING CONDITIONS - BEFORE COMMENCING WORK, CONTRACTOR SHALL VERIFY MEASUREMENTS AND CONDITIONS AT
BUILDING SITE. ANY DIFFERENCES BETWEEN ACTUAL MEASUREMENTS AND THOSE SHOWN ON DRAWINGS SHALL BE SUBMITTED
TO THE ARCHITECT IN WRITING BEFORE PROCEEDING,
1-6 SURVEYING - OWNER TO PROVIDE ORIGINAL 5UKVEY. CONTRACTOR TO PROVIDE ALL SURVEYING A5 REQUIRED DURING
CONSTRUCTION AND SHALL VERIFY ALL SET BACKS AND ELEVATIONS.
1-16 DIMENSIONS - DIMENSIONS FOLLOWED BY+/- GENERALLY ARE TAKEN TO EXISTING WORK. THESE DIMENSIONS SHOULD BE
REVIEWED AND ALL NECE55ARY ADJUSTMENTS MADE PRIOR TO FABRICATION AND/OR INSTALLATION OF AFFECTED WORK.
NOTIFY ARCHITECT -ENGINEER IF DISCREPANCIES AK15E THAT MAKE IT IMP055113LE TO COMPLETE THE WORK A5 INTENDED,
1-17 FLORIDA BUILDING CODE - THE CONSTRUCTION DOCUMENTS FOR THI5 PROJECT HAS
BEEN DESIGNED TO CONFORM WITH THE REQUIREMENTS OF A 120 MPH WIND SPEED,
DIVISION TWO - SITE WORK
2-4 CLEARING - REMOVE VEGETATION AND ORGANIC MATTER FROM BUILDING AND PAVEMENT AREA, REMOVE FROM SITE, DO NOT
BURY.
2-5 EXCAVATION - EXCAVATE SITE TO LEVELS REQUIRED FOR CONSTRUCTION. STRIP SOIL OF ALL DELETERIOUS MATERIAL 6-0"
PAST EXTERIOR OF BUILDING LINES.
2-6 FILL AND COMPACTION - PROVIDE CLEAN WELL -GRADED SAND PLACED IN MAXIMUM 12" LIFTS COMPACTED TO 95% OF
MODIFIED PROCTOR MAXIMUM DRY DEN5ITY, A5TM D-1557 AT OPTIMUM M015TUKE CONTENT. COMPACTION 15 TO BE VERIFIED BY
AN INDEPENDENT TESTING LABORATORY AND REPORTED TO ARCHITECT PRIOR TO COMMENCEMENT OF FOUNDATION
CONSTRUCTION,
2-7 SOIL BEARING - FOUNDATIONS ARE DESIGNED ASSUMING 2500 PSF BEARING CAPACITY, CONTRACTOR 15 TO VERIFY AND TO
NOTIFY ARCHITECT, IF SUCH BEARING VALUES CANNOT BE DEVELOPED IN THE 501L UNDER THE BUILDING, THE CONTRACTOR 15 TO
NOTIFY THE ARCHITECT IN WRITING,
2-8 SOIL TREATMENT -TREAT COMPACTED SOIL WITH AN APPROVED TERMITE TREATMENT AT RATES SPECIFIED BY
MANUFACTURER, TREATMENT SHALL NOT BE MADE WHEN GROUND IS EXCE551VELY WET OR DIRECTLY AFTER HEAVY RAINS,
2-9 61TE GRADING AND DRAINAGE - SEE CIVIL ENGINEER 51TE PLAN FOR DETAILS,
DIVISION THREE - CONCRETE
3-2 CONCRETE - STRUCTURAL CONCRETE SHALL DEVELOP A MINIMUM STRENGTH OF 3000 P51 AT 28 DAYS. ALL CONCRETE
SHALL BE READY MIXED AND IN ACCORDANCE WITH A5TM C-94, MAXIMUM ALLOWABLE SLUMP TO BE 5". ALL 5LAB5 TO BE 3000
P51 AT 28 DAYS,
3-3 SCOPE - PROVIDE ALL STRUCTURAL CONCRETE, FILLED CELLS, 5LAB5, BEAM5, FOOTINGS, EQUIPMENT PADS, DRIVES, WALKS,
ETC, A5 SHOWN ON DRAWINGS OR AS NEEDED TO COMPLETE JOB.
3-4 CONCRETE FORMWORK - ADEQUATE AND SAFE DESIGN OF FORMWORK AND SHORING 15 THE RESPONSIBILITY OF THE
CONTRACTOR. SLEEVE 5LAB AND FOOTING AS REQUIRED FOR MECHANICAL AND ELECTRICAL, VERIFY MECHANICAL AND
ELECTRICAL REQUIREMENTS FROM OWNERS FIXTUKE'5 SPECIFICATION,
3-5 CRACK CONTROL - PROVIDE 6X6,10/10 GAUGE WELDED WIRE FABRIC IN ALL 5LAB5, WALKS, AND DRIVES AL50 PROVIDE
"FOERME51-l" (1.5 L55 PER CUBIC YARD) CRACK CONTROL ADDITIVE PER MANUFACTURER'S SPECIFICATIONS IN ALL SLABS AND
MONOLITHIC FOOTING.
3-7 REINFORCEMENT - REINFORCING BARS SHALL CONFORM TO A5TM SPECIFICATION A615. LATEST EDITION, INCLUDING
SUPPLEMENTAL REQUIREMENTS AND SHALL BE GRADE 60. SPLICES IN CONCRETE, LAP BARS 42 BAR DIAMETERS. SPLICES IN
MA5ONRY, LAP BARS 48 BAR DIAMETERS. AT CORNERS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE CORNER BAR5.
13AR5 INTERSECTING AT RE-ENTRANT CORNERS SHALL CROSS, WITH EACH ENDING AT THE FAR FACE OF THE WALL WITH A
STANDARD HOOK AT STANDARD COVER UNLE55 NOTED OTHERWISE ON THE DRAWINGS, AROUND OPENINGS AI?� O STEPS IN
WALLS, PROVIDE (2) #65 EXTENDING 2'-0" BEYOND EDGE OF OPENING OR STEP, HORIZONTAL BARS AT THE 1 O)' OF THE BEAMS
SHALL BE SPLICED ONLY AT MIDSPAN BETWE' H COLUMN: AND HORIZONTAL BOTTOM BARS SHALL BE 5PLICEi ONLY AT COLUMN
CENTERLINE.
3-8 EXPANSION BOLTS- WHERE REQUIRED SHALL BE LOCATED AT A MIN OF 5 BOLT DIAMETERS FROM THE CONCRETE EDGES
AND SPACED A MIN OF 10 BOLT DIAMETERS U.N.O.
DIVISION FOUR- MASONRY
4-3 FILL MASONRY CELLS - AS STATED WITH VERT. REINFORCEMENT AND AT ALL DOOR / WINDOW JAMB5 AND51LL5 SOLID WITH
CONCRETE. AL50 FILL ALL CELLS OF PERIMETER WALLS OF CHIMP ROOMS.
4-1 Unit Masonry - Concrete block units to conform with ASTM C-90; Provide shapes and sizes required to complete the work with a
minimum of cutting and piecing. Provide reinforcement of the types shown on the Drawings,
4-2 Mortar - Provide mortar type "5" conforming with ASTM 270.
4-3 Grout - Provide grout in accordance with A5TM C476.
4-4 Execution - Except as shown on the Drawings, lay up the concrete masonry units 1M running bond, tooling all joints except where
5�hCduled to be stucco.
4-5 Horizontal reinforcement
2- Masonry contractor shall provide 9-GA "Ladder" type "Dur-O-wal" horizontal jolnt reinforcement at alternate courses (16" c/c), typ,
all walls.Dur-O-wal shall be continuous, with a minimum splice of 6". Provide prefab teae and corner sections as required. All lintel
reinforcing bars shall extend not less than 24" beyond each side of all openings.
DIVISION FIVE - METALS
5-3 COORDINATE METALS - METALS IN CONTACT WITH EACH OTHER MUST BE SELECTED TO AVOID DIELECTRIC PECOMFO61TION
OR SUPPLY ADEQUATE SEPARATING MATERIAL BETWEEN THE TWO DIFFERENT METALS. METAL5/FASTENER5 EXPOSED TO
WEATHER SHALL BE 5TAINLE55. STEEL UNLE55 NOTED OTHERlW15E ON THE DRAWINGS.
DIVI510N 51X - WOOD AND PLASTICS
6-2 LUMBER - ALL LUMBER PERMANENTLY INCORPORATED INTO THE STRUCTURE SHALL BE AIR OR KILN- DRIED AND SHALL
CONTAIN NOT MORE THAN 19% MOISTURE. ELEVATE AND COVER LUMBER ON 61TE TO PROTECT FROM M015TUKE ALL LUMBER AND
PLYWOOD SHALL BE IDENTIFIED BY GRADE STAMPS,
1. MIN ALLOWABLE FLEXURAL BENDING STRESS FOR BEAMS SHALL BE 1500 PSI AT NORMAL LOAD DURATION,
2. MIN ALLOWABLE HORIZONTAL SHEAR STRESS FOR BEAMS SHALL BE 90 1'51.
3. MIN ALLOWABLE MODULUS OF ELASTICITY FOR P05T OR BEAMS SHALL BE 1,500,000 PSI.
ALL EXTERIOR WALL 5TUD5 TO BE GROUP 2 LUMBER, KILN -DRIED 2X65 MINIMUM F6=1100 P51, 2XW5 MIN. FB 1800. EXCEPT
WHERE NOTED, ALL STUDS TO BE STRAIGHT AND TRUE. FRAMING LUMBER TO BE #1 OR BETTER MINIMUM F5=1200 1,51.
BLOCKING, BRACING, AND NAILERS SHALL BE UTILITY GRADE AND PROVIDED AS REQUIRED. PROVIDE BLOCKING AT ALL WINDOWS
AND DOORS FOR DRAPERY INSTALLATION.
6-4 WOOD IN DIRECT CONTACT WITH CONCRETE, OR MASONRY SHALL BE PRE55URE TREATED WITH THE REQUIREMENT5 OF THE
STANDARDS OF THE AMERICAN WOOD PRE5EKVER5 ASSOCIATION. WOOD IN CONTACT WITH SOIL SHALL BE MARINE GRADE
TREATED.
6-6 WOOD TRUSSES - PROVIDE TRU55E5 ENGINEERED WITH METAL ROOFING (15#/FT DEAD LOAD EXCEPT AT SOLAR PANEL
LOCATIONS SEE DRAWINGS).
1. WOOD TRU55E5 SHALL BE DESIGNED AND CERTIFIED BY A FLORIDA REGISTEP50 STRUCTURAL ENGINEER, INSTALLATION AND
TEMPORARY FIELD BRACING SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND APPLICABLE CODES
AND STANDARDS.
APPROVED GALVANIZED TRU55 ANCHORS SHALL BE PROVIDED AT EACH BEARING, INSTALLATION SHALL SEPARATE BOTTOM
CHORD OF TRUSSES FROM CONCRETE (WHERE APPLICABLE) WITH EITHER 30# FELT OR 515CCi APPROVED GALVANIZED OR
5TAINLE55 TRU55 5EAT5.,
2, PROVIDE 2 X 4 BRIDGING AT 6- 0" CIC AT THE BOTTOM CHORD AND AS OTHERWISE CALLED FOR ON THE TRU55 SHOP
DRAWINGS, ADEQUATE BRACING AND BRIDGING SHALL BE USED DURING ERECTION OF THE TRUSSES TO PREVENT COLLAPSE
OR DAMAGE TO THE TRU55E5.
3. SUPPORTS FOR ROOFTOP OR CEILING HUNG MECHANICAL EQUIPMENT AND OTHER ITEMS SUPPORTED BY THE WOOD
TRU55E5 SHALL BE ATTACHED TO THE TRU55E5 AT PANEL POINTS, THE GENERAL CONTRACTOR SHALL COORDINATE THE
gLLATION OF THOSE ITEMS AND A55UPE THAT PROVISIONS ARE MADE IN THE PE51GN OF THE JOIST BY MANUFACTURER
rHE CONCENTRATED LOADS IMPOSED AND PIMEN51ONAL SIZE OF THE EQUIPMENT,
9ELD MEASUREMENTS - TRU55 MANUFACTURER TO TAKE MEASUREMENTS IN FIELD AS REQUIRED TO VERIFY OR
'CEMENT DIMENSIONSONDRAWINGS AND A55UME RE5PON51BILITY FOR FIT OF WOOD TRU55E5.
COMPLY WITH "FASTENING SCHEDULE" OF THE S:B.C.C.1; 2001 EDITION AND OTHER FASTENING REQUIREMENTS CONTAINED IN THE
PERTINENT REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION,
6-10 METAL FASTENERS, CLIPS, HOLDDOWN5 - ALL MODEL NUMBERS ARE PER 5IMP5ON STRONG- TIE COMPANY, INC. IF AN
ALTERNATIVE MANUFACTURE 15 USED - SUBMIT ALLOWABLE LOADS, CAPACITIES TO THE ARCHITECT FOR APPROVAL,
6.11 SHEATHING
1. WALL SHEATHING - SHALL BE 4' X 8' X 5/8" (MIN.) COX PLYWOOD AND SHALL BE NAILED WITH
HOT DIPPED GALVANIZED BOX OR COMMON NAILS AS FOLLOWS:
EDGE NAILING -10D AT 4"O.C.
TOP AND BOTTOM PLATE NAILING -10D AT 4"O.C.
INTERMEDIATE NAILING -10P AT 6"O.C.
2. ROOF SHEATHING - SHALL BE 4' X 8' X 5/8"(MIN•) CDX PLYWOOD. INSTALL THE PANEL'S LONG DIMENSION PERPENDICULAR TO
THE FRAMING. SHEATHING FA5TENER5 SHALL BE 101) HOT DIPPED GALVANIZED BOX OR COMMON NAILS AT 4"O.C, AT EDGES
AND 4"O,C. AT INTERMEDIATE FRAMING EXCEPT A5 FOLLOWS:
USE 8D RING -SHANK NAILS AND ADHESIVE FOR ALL FASTENING WITHIN 5' OF A GABLE END.
USE 4" FA5TENEK SPACING AT GABLE ENDWALL OR GABLE TRU55.
DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION
7-1 WATERPROOFING - COORDINATE WATERPROOFING WITH OTHER TRADES AND MAKE PROVISIONS FOR THEIR WORK TO AVOID
CUTTING AND PATCHING.
7-2 FLASHING AND SHEET METAL - PROVIDE FLASHING AND SHEET METAL NOT SPECIFICALLY DE5CRIBED IN OTHER 5ECTION5 OF
THESE 5PECIFICATION5 BUT REQUIRED TO PREVENT PENETRATION OF WATER THROUGH THE EXTERIOR SHELL OF THE BUILDING
COMPLYING WITH PERTINENT RECOMMENDATIONS CONTAINED IN CURRENT EDITION OF 5MAACNA'5 "ARCHITECTURAL SHEET
METAL MANUAL."
ALL FLASHING TO BE GALVALUME COMPATIBLE WITH ROOFING MATERIAL UNLESS OTHERWISE NOTED
7-4 SEALANTS AND CAULKING - STANDARD CAULKING COMPOUND SHALL BE A ONE PART ACRYLIC LATEX COMPOUND
POLY -SEAM SEAL CAULKING OR EQUAL. COLOR SHALL BE MANUFACTURER'S STANDARD FAINTA13LE GRADE.
7-10 ROOFING METAL STANDING SEAM - PROVIDE A 12" WIDE 26 GA GALVALUME ROOF PANEL AND A 50 YEAR GUARANTEE
(MANUF FROM MARTIN CO. APPROVED LIST). INSTALL THE PANELS CONTINUOUS WITHOUT SEAM PEKPINDICULAR TO SLOPE,
INSTALLATION SHALL BE FOR A COMPLETE WEATHERPROOF 5Y5TEM WITH ALL APPLICABLE ACCESSORIES AND AS
RECOMMENDED BY THE MANUFACTURER.
7-11 UNDERLAYMENT - 30 LB. FELT PLASTIC TAGGED TO 5/8" EXTERIOR PLYWOOD.
DIVISION EIGHT - DOORS AND WINDOWS
6-1 DOORS AND FRAMES - PROVIDE ALL DOORS AND FRAMES PER THE SCHEDULE. HOLLOW AND INSULATED DOORS SHALL BE
TOTAL ENCL05ED WITHOUT RODENT GAP INTO PANEL. ALL DOOK5 AND FRAMES SHALL BE EXTERIOR CONDITION METAL (GALV, OR
SIMILAR) AND PRIMED.
8-2 WINDOWS - PROVIDE ALL WINDOWS WHITE'PGT' MANUF, OR 51MILAR TRUE AND PLUMB AS INDICATED ON SCHEDULE.
WINDOW AND ACCESSORIES TO CONFORM TO 120 MPH WIND REQUIREMENT5, ALL GLAZING SHALL BE GREY TINTED,
8-3 WINDOW AND DOOR FRAMES SHALL BE ANCHORED DIRECTLY INTO A 50LID CONCRETE OR
GROUT JAMB WITH 1/4" X 3114" MASONRY SCREW (IE. TAP -CON) FOR 11/4" MIN. EMBEDMENT AT 12" OC AND EACH END.
DIV15ION NINE - FIN15HE5
9-1 STUCCO -
2. 2-COAT5 OVER CONCRETE UNIT MASONRY:
BASE COAT-1 PART PORTLAND CEMENT, 3/4 TO 11/2 PART LIME, 3-4 PARTS SAND
3. FINISH COAT:
1 PART PORTLAND CEMENT, 314 TO 11/2 PART LIME, 3 PARTS 5AND
9-2 WALLBOARD
ALL WALL AND SOFFIT BOARD SHALL BE A CEMENTIOU5 PANEL AND BATTEN (IE'HAKDIBOARD'), SCREW 6" OC AT EDGES AND 12"
IN FIELD WITH GALV (RUST FE515TANT SCREWS),
9-4 PAINTING
1. PREPARE SUBSTRATE AND APPLY PAINT COATINGS IN STRICT ACCORDANCE WITH RECOMMENDATIONS OF THE
MANUFACTURER OF THE APPROVED PAINT SYSTEM.
2. ALL 5URFACE5 SHALL BE COVERED WITH THE MINIMUM NUMBER OF COATS A5 LISTED. ADDITIONAL COVERAGE SHALL BE
PROVIDED AS REQUIRED TO COVER ALL HOLIDAYS.
9-5 FLOORING SHALL BE EXPOSED CONCRETE WITH SMOOTH TROWEL FINISH, APPLY 2 COATS OF CLEAR PENETRATING SEALER.
DIVISION TEN - SPECIALTIES
PROVIDE SPECIALTIES AND INSTALL SPECIALTIES A5 NOTED, PROVIDE ALL BLOCKING, RECE55E5, ETC. A8 KEO; 7ED FOR
INSTALLATION OF SPECIALTIES.
10-8 CABINETS SHALL BE PLYWOOD AND PLASTIC LAMINATE FINISH LOCATED PER THE DRAWINGS AND THE CON. RACTOR FOR
COORDINATION OF SHOP DRAWINGS AND INSTALLATION,
DIVISION ELEVEN - EQUIPMENT
11-3 ATTIC ACCE55: PROVIDE PULL DOWN STAIR AND ATTIC HATCH A5 INDICATED ON PLANS
DIVISION TWELVE - FURNISHINGS
NOT APPLICABLE
DIVISION THIRTEEN - SPECIAL CONSTRUCTION
13-150LAF WATER HEATER PANELS- PROVIDE 10 0 47 8' PANELS TO BE MOUNTED ON THE ROOF. THE PANELS ARE PT-50-CN PER
'PKOGKE551VTUBE', THE MOUNTS ARE ADJUSTABLE AND FIXED TYPE AND INSTALLED PER THE MANUFACTURE'S SPECIFICATIONS.
MOUNTING CLIPS SHALL BE SURFACE ANCHORED THROUGH THE ROOFING MATERIAL IN A PERMANENT ELASTIC POLYURETHANE
SEALANT BED.
DIVISION FIFTEEN - MECHANICAL
15-1 HEATING SYSTEM
1. PROVIDE SYSTEMS AS SHOWN ON DRAWINGS, THERMOSTAT AND CONTROLS AS REQUIRED TO RUN SYSTEM, HVAC CONTRACTOR
SHALL BECOME FAMILIAR WITH SITE, DOCUMENTS PERTAINING TO SCOPE OF WORK, AND GENERAL CONSTRUCTION. READ AND
BECOME FAMILIAR WITH SPECIFICATIONS AND SHALL PERFORM HIS WORK IN FULL ACCORDANCE WITH ALL APPLICABLE
PARAGRAPHS. LAYOUT, BALANCING AND TESTING NECE55ARY FOR COMPLETE INSTALLATION OF HEATING SYSTEMS AS
REQUIRED BY CLIMATE, NATURE OF CONSTRUCTION, AND SITE TO THE SATISFACTION OF THE OWNER. THE RETURN AIR 15 A
DIRECT GRILL TO UNIT.
2. PROVIDE CONDENSATE DRAIN 26 GAUGE GAL
VANIZED AUXILIARY PAN AND DRAIN TO EXTERIOR,
3. DUCTWORK SHALL BE K-6 DUCTBOARD WITH SINGLE EXTENTION5 OF FLEXIBLE DUCT (NO FLEX TO FLEX CONNECTION).
4. SUPPLY GRILLS SHALL BE WHITE PAINTED ALUMINUM WITH DIRECTIONAL BLADE DAMPERS.
15-2 PLUMBING
1. PROVIDE PLUMBING 5Y5TEM, COMPLETE IN PLACE, TESTED AND APPROVED, WHERE SHOWN ON THE DRAWING5, A5 SPECIFIED
HEREIN, AND A5 NEEDED FOR A COMPLETE AND PROPER JOB.
2. ALL PLUMBING WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE 5TANDARO PLUMBING
CODE, LOCAL ORDINANCES AND IN COMPLIANCE WITH THE ENERGY CONSERVATION CODE.
3. HOSE BIBS SHALL BE 13RA55 OR BRONZE, FASTENED SECURELY 18" ABOVE GRADE WHERE SHOWN ON DRAWINGS. ALL HOSE
BI135 SHALL HAVE A NON -REMOVABLE ANTI -SYPHON DEVICE INSTALLED.
4. FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH AIR CHAMBERS WHEN REQUIRED.
5. PROVIDE SHUT OFF VALVES TO ALL MAINS ENTERING THE BUILDING AND EACH PIECE OF EQUIPMENT.
6. INSTALL DIELECTRIC UNION AT INLET AND OUTLET OF WATER HEATER,
7. BUILDING 5EWER5, VENTS, AND ALL UNDERGROUND DRAINAGE LINES SHALL BE SCHEDULE 40 M.
8. WATER PIPING TO BE SOFT TYPE L. COPPER, UNDER 5LAB, HARD ABOVE 5LAB.
10. INSULATION - PROVIDE PIPE INSULATION ON REFRIGERANT LINES AND DOMESTIC WATER LINES AS PER INDUSTRY
STANDARDS. INSULATION EXF05EP TO WEATHER SHALL BE PROTECTED AS REQUIRED.
11. GATHER VENTS IN ATTIC A5 ALLOWED AND VENT TOWARD REAR OF HOUSE.
12, PROVIDE 3 # 120 GAL. WATER HEATERS IN AN APPROVED PAN. INSTALL DIELECTRIC UNION AT THE INLET AND OUTLET OF THE
WATER HEATER.
13, ALL PLUMBING FIXTURES AND FAUCETS SHALL BE PROVIDED BY THE OWNER.
DIVISION SIXTEEN - ELECTRICAL
16-15COPE: FURNISH ALL EQUIPMENT AND MATERIALS AND PERFORM ALL LABOR AND SERVICES NECE55ARY TO INSTALLATION
FOR A COMPLETE SYSTEM FOR LIGHTING AND POWER, EACH SYSTEM SHALL BE COMPLETE IN ALL RESPECTS AND SHALL BE
TURNED OVER TO OWNER IN A FIR6T-CLA55 OPERATING CONDITION AND FULLY TESTED AND COMPLETE WITH ALL DEVICES WHICH
ARE NORMAL FOR INTENDED 5Y5TEM5 AND TH05E REQUIRED FOR THEIR SAFE OPERATION.
16-2 MATERIALS AND MANNER OF INSTALLATION OF ELECTRICAL SYSTEM SHALL BE IN STRICT ACCORDANCE WITH THE
A GOVERNING AUTHORITIES
THELOC L TH REQUIREMENTSOF 6 HAVING JURISDICTION, AND THE STANDARDS
J ION T HOARDS SET FORT
H BY NFPA, U.L.,
OR OTHER RECOGNIZED TESTING LABORATORIES. THE INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF THE NEC,
16-3 EQUIPMENT MOUNTED ON THE EXTERIOR OF THE BUILDING SHALL BE DESIGNED, LABELED, AND INSTALLED FOR EXTERIOR,
WEATHERPROOF SERVICE CONDITIONS,
16-4 SERVICE: CONTRACTOR SHALL CARRY OUT ALL REQUIRED ARRANGEMENTS WITH FPL FOR INSTALLATION OF THE SERVICE, 2
PERMITS, AND INSPECTION.
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16-12 PROVIDE GROUND FAULT PROTECTION ON ALL CIRCUITS SHOWN ON THE PANEL SCHEDULE, USING GROUND FAULT F
INTERRUPTING BREAKERS, OR DEVICES. �r
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CONSTRUCTION
CORPORATION
LIC, CGO013084
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JOB # 03-0501
DATE 10i02iO3
SHEET
A
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(tK1) orIY„X
(MA)
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CENTER FOR CAPTIVE CHIMPANZEE
-01VI510N ONE - GENERAL REQUIREMENTS
1-1 INTERPRETATION OF PLANS - THE ARCHITECTS SERVICES DOES NOT INCLUDE 5UPEKVI6ION OF CONSTRUCTION. THE ARCHITECT
DIVEST HIMSELF OF THE RESPONSIBILITY OF THE WORK, ERRORS OR EMISSIONS RESULTING FROM THE INTERPRETATION OF THE
PLANS. IF THE CONTRACTOR BELIEVES HE HAS DISCOVERED ERROR5 OR OMISSIONS IN THE PLANS THE CONTRACTOR SHALL
NOTIFY THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE CONTINUING WORK.
1-2 APPLICABLE STANDARDS - ALL WORK UNDER THIS CONTRACT, OR SUB -CONTRACTS SHALL CONFORM TO RECENT EDITIONS OF
LOCAL, STATE AND NATIONAL CODES, ORDINANCES AND REGULATIONS PERTAINING TO THE WORK, A.G.I., A.N.5.1., A.S.T.M., 0.5.H.A„
ETC.
1-4 VERIFYING CONDITIONS - BEFORE COMMENCING WORK, CONTRACTOR SHALL VERIFY MEA5UREMENTS AND CONDITIONS AT
BUILDING SITE. ANY DIFFERENCES BETWEEN ACTUAL MEASUREMENTS AND THOSE SHOWN ON DRAWINGS SHALL BE SUBMITTED
TO THE ARCHITECT IN WRITING BEFORE PROCEEDING.
1-6 SURVEYING - OWNER TO PROVIDE ORIGINAL SURVEY, CONTRACTOR TO PROVIDE ALL SURVEYING AS REQUIRED DURING
CONSTRUCTION AND SHALL VERIFY ALL SET BACKS AND ELEVATIONS,
1-16 DIMENSIONS - DIMENSIONS FOLLOWED BY+/- GENERALLY ARE TAKEN TO EXISTING WORK, THESE DIMENSIONS SHOULD BE
REVIEWED AND ALL NECE55ARY ADJU5TMENT5 MADE PRIOR TO FABRICATION AND/OR INSTALLATION OF AFFECTED WORK.
NOTIFY ARCHITECT -ENGINEER IF D15CREPANCIE5 ARISE THAT MAKE IT IMPOSSIBLE TO COMPLETE THE WORK AS INTENDED.
1-17 FLORIDA BUILDING CODE - THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT HAS
BEEN DESIGNED TO CONFORM WITH THE REQUIREMENTS OF A 120 MPH WIND 5PEED,
DIVISION TWO - 517E WORK
2-4 CLEARING - REMOVE VEGETATION AND ORGANIC MATTER FROM BUILDING AND PAVEMENT AREA. REMOVE FROM SITE. DO NOT
BURY.
2-5 EXCAVATION - EXCAVATE 51TE TO LEVELS REQUIRED FOR CONSTRUCTION, STRIP SOIL OF ALL DELETERIOUS MATERIAL 6-0"
PAST EXTERIOR OF BUILDING LINES.
2-6 FILL AND COMPACTION - PROVIDE CLEAN WELL -GRADED SAND PLACED IN MAXIMUM 12" LIFTS COMPACTED TO 95% OF
MODIFIED PROCTOR MAXIMUM DRY DENSITY, A57M 0-1557 AT OPTIMUM M016TUKE CONTENT, COMPACTION 15 TO BE VERIFIED BY
f AN INDEPENDENT TESTING LABORATORY AND REPORTED TO ARCHITECT PRIOR TO COMMENCEMENT OF FOUNDATION
CONSTRUCTION,
2-7 SOIL BEARING - FOUNDATIONS ARE DESIGNED ASSUMING 2500 P5F BEARING CAPACITY. CONTRACTOR 15 TO VERIFY AND TO
NOTIFY ARCHITECT, IF SUCH BEARING VALUES CANNOT BE DEVELOPED IN THE 501L UNDER THE BUILDING, THE CONTRACTOR 15 TO
NOTIFY THE ARCHITECT IN WRITING.
"i
2-8 501L TREATMENT - TREAT COMPACTED SOIL WITH AN APPROVED TERMITE TREATMENT AT RATES SPECIFIED BY
Fc"
MANUFACTURER. TREATMENT SHALL NOT BE MADE WHEN GROUND 15 EXCESSIVELY WET OR DIRECTLY AFTER HEAVY RAINS.
2-9 SITE GRADING AND DRAINAGE - SEE CIVIL ENGINEER 51TE PLAN FOR DETAILS.
DIV15ION THREE - CONCRETE
3-2 CONCRETE - STRUCTURAL CONCRETE SHALL DEVELOP A MINIMUM STRENGTH OF 5000 P5I AT 28 DAYS. ALL CONCRETE
SHALL BE READY MIXED AND IN ACCORDANCE WITH A5TM C-94, MAXIMUM ALLOWABLE SLUMP TO BE 5". ALL SLABS TO BE 3000
PSI AT 28 DAYS,
3-3 SCOPE - PROVIDE ALL STRUCTURAL CONCRETE, FILLED CELLS, SLABS, BEAMS, FOOTINGS, EQUIPMENT PADS, DRIVES, WALKS,
ETC. AS SHOWN ON DRAWINGS OK AS NEEDED TO COMPLETE JOB.
3-4 CONCRETE FORMWORK - ADEQUATE AND SAFE DE51GN OF FORMWORK AND SHORING 15 THE RESPONSIBILITY OF THE
CONTRACTOR. SLEEVE SLAB AND FOOTING AS REQUIRED FOR MECHANICAL AND ELECTRICAL. VERIFY MECHANICAL AND
ELECTRICAL REQUIREMENTS FROM OWNERS FIXTURE'5 SPECIFICATION.
3-5 CRACK CONTROL - PROVIDE 6X6,10/10 GAUGE WELDED WIRE FABRIC IN ALL SLABS, WALKS, AND DRIVES AL50 PROVIDE
"FI15ERME5H" (1.5 LB5 PER CUBIC YARD) CRACK CONTROL ADDITIVE PER MANUFACTURER'S SPECIFICATIONS IN ALL 6LA55 AND
MONOLITHIC FOOTING,
3-7 REINFORCEMENT - REINFORCING BARS SHALL CONFORM TO A5TM SPECIFICATION A615. LATEST EDITION, INCLUDING
SUPPLEMENTAL REQUIREMENTS AND SHALL BE GRADE 60. SPLICES IN CONCRETE, LAP BARS 42 BAR DIAMETERS, SPLICES IN
MASONRY, LAP 5AR5 48 BAR DIAMETERS. AT CORNERS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE CORNER BARS.
BARS INTERSECTING AT RE-ENTRANT CORNERS SHALL CROSS, WITH EACH ENDING AT THE FAR FACE OF THE WALL WITH A
STANDARD HOOK AT STANDARD COVER UNLE55 NOTED OTHERWISE ON THE DRAWIN05. AROUND OPENINGS AND STEPS IN
WALL5, PROVIDE (2) #66 EXTENDING 2-O" BEYOND EDGE OF OPENING OR STEP, HORIZONTAL BAR5 AT THE TOP OF THE BEAMS
SHALL BE SPLICED ONLY AT MID5PAN BETWEEN COLUMNS AND HORIZONTAL BOTTOM BAR5 SHALL BE SPLICED ONLY AT COLUMN
CENTERLINE.
3-8 EXPANSION BOLTS- WHERE REQUIRED SHALL BE LOCATED AT A MIN OF 5 BOLT 01AMETER5 FROM THE CONCRETE EDGES
AND SPACED A MIN OF 10 BOLT DIAMETERS U.N.O.
DIVISION FOUR- MASONRY
4-3 FILL MASONRY CELLS - A5 STATED WITH VERT. REINFORCEMENT AND AT ALL DOOR / WINDOW JAM55 AND SILLS SOLID WITH
CONCRETE. AL50 FILL ALL CELL5 OF PERIMETER WALL5 OF CHIMP ROOMS,
4-1 Unit Masonry - Concrete block units to conform with A5TM C-90. Provide shapes and Sizes required to complete the work with a
minimum of cutting and piecing. Provide reinforcement of the types shown on the Drawingo•
4-2 Mortar - Provide mortar type "5" conforming with A5TM 270.
4-3 Grout - Provide grout in accordance with A5TM C476.
4-4 Execution - Except ae shown on the Drawings, lay up the concrete masonry units in running bond, tooling all jointaexcept where
scheduled to be stucco.
4-5 Horizontal reinforcement
2. Masonry contractor shall provide 9-GA "Ladder" type "Dur-O-wal" horizontal joint reinforcement at alternate coureee (16" cic), typ,
all walls. Dur-O-wal shall be continuous, with a minimum eplice of 6". Provide prefab tees and corner sections ae required. All lintel
reinforcing bare shall extend not less than 24" beyond each side of all openings,
DIVISION FIVE - METALS
5.3 COORDINATE METALS - METALS IN CONTACT WITH EACH OTHER MUST BE SELECTED TO AVOID DIELECTRIC DECOMPOSITION
OR SUPPLY ADEQUATE SEPARATING MATERIAL BETWEEN THE TWO DIFFERENT METALS. METAL5/FA5TENER5 EXPOSED TO
WEATHER SHALL BE 5TAINLE55 STEEL UNLE55 NOTED OTHERWISE ON THE DRAWIN05.
DIVISION 51X - WOOD AND PLASTICS
6-2 LUMBER - ALL LUMBER PERMANENTLY INCORPORATED INTO THE STRUCTURE SHALL BE AIR OR KILN- DRIED AND SHALL
CONTAIN NOT MORE THAN 19% MOISTURE. ELEVATE AND COVER LUMBER ON 51TE TO PROTECT FROM M015TURE. ALL LUMBER AND
PLYWOOD SHALL BE IDENTIFIED BY GRADE STAMPS.
1. MIN ALLOWABLE FLEXURAL BENDING STRESS FOR BEAMS SHALL BE 1500 P51 AT NORMAL LOAD DURATION.'.
2. MIN ALLOWABLE HORIZONTAL SHEAR 5TRE55 FOR BEAMS SHALL BE 90 PSI,
3. MIN ALLOWABLE MODULUS OF ELASTICITY FOR P05T OR 5EAM5 SHALL BE 1,500,000 P51.
ALL EXTERIOR WALL STUDS TO BE GROUP 2 LUMBER, KILN -DRIED 2X65 MINIMUM FB41100 P51, 2X475 MIN. FB 1800, EXCEPT
WHERE NOTED. ALL STUDS TO BE STRAIGHT AND TRUE. FRAMING LUMBER TO BE #1 OR BETTER, MINIMUM FB=1200 P51.
BLOCKING, BRACING, AND NAILEKS SHALL BE UTILITY GRADE AND PROVIDED AS REQUIRED. PROVIDE BLOCKING AT ALL WINDOWS
DOOR5 FOP DRAPERY INSTALLATION.
VOOD IN DIRECT CONTACT WITH CONCRETE, OR MASONRY SHALL BE PRESSURE TIKEATED WITH THE REQUIREMENTS OF THE
JDARD5 OF THE AMERICAN WOOD PRE5ERVEK5 ASSOCIATION. WOOD IN CONTACT WITH SOIL SHALL 4E MARINE GRADE
TEP,
MOOD TRUSSES - PROVIDE TRUSSES ENGINEERED WITH METAL ROOFING (15#/FT DEAD LOAD EXCEPT AT SOLAR PANEL
5 SEE DRAWING5).
TRUSSES SHALL BE DESIGNED AND CERTIFIED BY FLORIDA REGISTERED STRUCTURAL ENGINEER. INSTALLATION AND
KY FIELD BRACING SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURERS 5PECIFICATION5AND APPLICABLE CODES
JDARD5,
D GALVANIZED TRUSS ANCHOR5 SHALL BE PROVIDED AT EACH BEARING. INSTALLATION SHALL SEPARATE BOTTOM
35E5 FROM CONCRETE (WHERE APPLICABLE) WITH EITHER 30# FELT OR 5BCCI APPROVED GALVANIZED OK
J55 SEATS.
4 BRIDGING AT 8' - 0" C/C AT THE BOTTOM CHORD AND AS OTHERWI&E CALLED FOR ON THE TRUE5 SHOP
' EQUATE BRACING AND BRIDGING SHALL BE USED DURING ERECTION OF THE TRUSSES TO PREVENT COLLAPSE
THE TRUSSES.
OR ROOF TOP OR CEILING HUNG MECHANICAL EQUIPMENT AND OTHER ITEMS SUPPORTED BY THE WOOD
.ATTACHED TO THE TRUSSES AT PANEL POINTS. THE GENERAL CONTRACTOR SHALL COORDINATE THE
105E ITEMS AND A55URE THAT PROVI510N5 ARE MADE IN THE OF51GN OF THE J015T BY MANUFACTURER
ATED LCAD5 IMPOSED AND DIMEN51ONAL SIZE OF THE EQUIPMENT.
MENT5 - TKU65 MANUFACTURER TO TAKE MEASUREMENTS IN FIELD A5 REQUIRED TO VERIFY OR
J510N5 ON DRAWIN55 AND A55UME RE5PON51BILITY FOR FIT OF WOOD TRUSSES.
COMPLY WITH "FASTENING SCHEDULE" OF THE S.B.GC.1.2001 EDITION AND OTHER FASTENING REQUIREMENTS CONTAINED IN THE
PERTINENT REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION,
6-10 METAL FASTENERS, CLIPS, HOLDDOWN5 - ALL MODEL NUMBERS ARE PER SIMPSON STRONG- TIE COMPANY, INC. IF AN
ALTERNATIVE MANUFACTURE IS USED - SUBMIT ALLOWABLE LOADS, CAPACITIES TO THE ARCHITECT FOR APPROVAL.
6-11 SHEATHING
1. WALL SHEATHING -SHALL BE 4' X 8' X 5/8" (MIN.) CDX PLYWOOD AND SHALL BE NAILED WITH
HOT DIPPED GALVANIZED BOX OR COMMON NAILS AS FOLLOWS:
EDGE NAILING -100 AT 4" O.C.
TOP AND BOTTOM PLATE NAILING -10D AT 4'O.C.
INTERMEDIATE NAILING - 10D AT 8"O.C.
2. ROOF SHEATHING - 5HALL BE 4' X 8' X 5/8"(MIN.) CDX PLYWOOD. INSTALL THE PANEL'S LONG DIMENSION PERPENDICULAR TO
THE FRAMING. SHEATHING FASTENERS SHALL BE 101) HOT DIPPED GALVANIZED BOX OR COMMON NAILS AT 4"O.C. AT EDGES
AND 4"O.C. AT INTERMEDIATE FRAMING EXCEPT AS FOLLOWS:
USE 80 RING -SHANK NAILS AND ADHESIVE FOR ALL FASTENING WITHIN 5' OF A GABLE END.
USE 4" FASTENER SPACING AT GABLE ENDWALL OR GABLE TRUSS.
DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION
7-1 WATERPROOFING - COORDINATE WATERPROOFING WITH OTHER TRADES AND MAKE PROVISIONS FOR THEIR WORK TO AVOID
CUTTING AND PATCHING.
7-2 FLASHING AND SHEET METAL - PROVIDE FLASHING AND SHEET METAL NOT SPECIFICALLY DESCRIBED IN OTHER SECTIONS OF
THESE SPECIFICATIONS BUT REQUIRED TO PREVENT PENETRATION OF WATER THROUGH THE EXTERIOR SHELL OF THE BUILDING
COMPLYING WITH PERTINENT RECOMMENDATIONS CONTAINED IN CURRENT EDITION OF 5MAACNA'6 "ARCHITECTURAL SHEET
METAL MANUAL."
ALL FLASHING TO BE GALVALUME COMPATIBLE WITH ROOFING MATERIAL UNLE55 OTHERWISE NOTED.
7-4 SEALANTS AND CAULKING - STANDARD CAULKING COMPOUND SHALL BE A ONE PART ACRYLIC LATEX COMPOUND
POLY -SEAM 5EAL CAULKING OK EQUAL. COLOR SHALL BE MANUFACTURER'S STANDARD PAINTA13LE GRADE.
7-10 ROOFING METAL STANDING SEAM - PROVIDE A IT WIDE 26 GA GALVALUME ROOF PANEL AND A 50 YEAR GUARANTEE
(MANUF FROM MARTIN CO. APPROVED LIST). INSTALL THE PANELS CONTINUOUS WITHOUT SEAM PERPINDICULAR TO SLOPE.
INSTALLATION SHALL BE FOR A COMPLETE WEATHERPROOF SYSTEM WITH ALL APPLICABLE ACCESSORIES AND AS
RECOMMENDED BYTHE MANUFACTURER.
7-11 UNDERLAYMENT - 30 LB. FELT PLASTIC TAGGED TO 5/8" EXTERIOR PLYWOOD.
DIVISION EIGHT - DOORS AND WINDOWS
8-1 DOORS AND FRAMES - PROVIDE ALL DOOR5 AND FRAMES PER THE SCHEDULE, HOLLOW AND INSULATED DOORS SHALL BE
TOTAL ENCL05ED WITHOUT RODENT GAP INTO PANEL. ALL DOORS AND FRAMES SHALL BE EXTERIOR CONDITION METAL (GALV. OR
SIMILAR) AND PRIMED.
8-2 WINDOWS - PROVIDE ALL WINDOWS WHITE'PGT MANUF, OR 51MILAR TRUE AND PLUMB AS INDICATED ON SCHEDULE,
WINDOW AND ACCE55ORIE5 TO CONFORM TO 120 MPH WIND REQUIREMENTS. ALL GLAZING SHALL BE GREY TINTED.
8-3 WINDOW AND DOOR FRAMES SHALL BE ANCHORED DIRECTLY INTO A SOLID CONCRETE OR
GROUT JAMB WITH V4" X 31/4" MASONRY SCREW (IE. TAP -CON) FOR 1 1/4" MIN. EMBEDMENT AT 12" OC AND EACH END.
DIVISION NINE - FINISHES
9-1 STUCCO -
2. 2-COAT5 OVER CONCRETE UNIT MASONRY:
BASE COAT-1 PART PORTLAND CEMENT, 3/4 TO 1 1/2 PART LIME, 3-4 PARTS SAND
3..FINI5H COAT:
1 PART PORTLAND CEMENT, 314 TO 11/2 PART LIME, 3 PARTS SAND
9-2 WALLBOARD
ALL WALL AND SOFFIT BOARD SHALL BE A CEMENTIOU5 PANEL AND BATTEN (IE'HAKDIBOARD'), SCREW 6" OC AT EDGES AND 12"
IN FIELD WITH GALV (KU5T RESISTANT SCREWS),
9-4 PAINTING
1. PREPARE 5UB5TIZATE AND APPLY PAINT COATfNG5 IN 5TRICT ACCORDANCE WITH RECOMMENDATIONS OF THE
MANUFACTURER OF THE APPROVED PAINT SYSTEM.
2. ALL 5URFACE5 SHALL BE COVERED WITH THE MINIMUM NUMBER OF COATS AS LISTED. ADDITIONAL COVERAGE SHALL BE
PROVIDED AS REQUIRED TO COVER ALL HOLIDAYS,
9-5 FLOORING SHALL BE EXPOSED CONCRETE WITH SMOOTH TROWEL FINISH. APPLY 2 COATS OF CLEAR PENETRATING SEALER.
DIVISION TEN - 5PECIALTIE5
PROVIDE SPECIALTIES AND INSTALL SPECIALTIES AS NOTED, PROVIDE ALL BLOCKING, RECESSES, ETC. AS REQUIRED FOR
INSTALLATION OF SPECIALTIES.
10-8 CABINETS SHALL BE PLYWOOD AND PLASTIC LAMINATE FINISH LOCATED PER THE DRAWINGS AND THE CONTRACTOR FOR
COORDINATION OF SHOP DRAWINGS AMC) INSTALLATION.
DIVISION ELEVEN - EQUIPMENT
11-3 ATTIC ACCE55: PROVIDE PULL DOWN STAIR AND ATTIC HATCH A5 INDICATED ON PLANS
DIVISION TWELVE - FURN15HINC75
NOT APPLICABLE
DIV151ON THIRTEEN - SPECIAL CONSTRUCTION
13-1 SOLAR WATER HEATER PANELS- PROVIDE 10 r 4'X 8' PANELS TO BE MOUNTED ON THE ROOF. THE PANELS ARE PT-50-CN PER
'PROGRE551VTU5E'. THE MOUNTS ARE ADJUSTABLE AND FIXED TYPE AND INSTALLED PER THE MANUFACTURE'S SPECIFICATIONS
MOUNTING CLIPS SHALL BE SURFACE ANCHORED THROUGH THE ROOFING MATERIAL IN A PERMANENT ELASTIC POLYURETHANE
SEALANT BED.
DIVISION FIFTEEN - MECHANICAL
15-1 HEATING SYSTEM
1. PROVIDE 5Y5TEM5 A5 SHOWN ON DRAWINGS, THERMOSTAT AND CONTROLS A5 REQUIRED TO RUN SYSTEM. HVAC CONTRACTOR
SHALL BECOME FAMILIAR WITH SITE, DOCUMENTS PERTAINING TO SCOPE OF WORK, AND GENERAL CONSTRUCTION, READ AND
BECOME FAMILIAR WITH SPECIFICATIONS AND SHALL PERFORM HIS WORK IN FULL ACCORDANCE WITH ALL APPLICABLE
PARAGRAPHS, LAYOUT, BALANCING AND TESTING NECESSARY FOR COMPLETE INSTALLATION OF HEATING SYSTEMS AS
REQUIRED BY CLIMATE, NATURE OF CONSTRUCTION, AND 511E TO THE SATISFACTION OF THE OWNER. THE RETURN AIR 15 A
DIRECT GRILL TO UNIT.
2, PROVIDE CONDENSATE DRAIN, 26 GAUGE GALVANIZED AUXILIARY PAN AND DRAIN TO EXTERIOR.
3. DUCTWORK SHALL BE R-6 DUCTBOARD WITH SINGLE EXTENTION5 OF FLEXIBLE DUCT (NO FLEX TO FLEX CONNECTION).
4. SUPPLY GRILLS SHALL BE WHITE PAINTED ALUMINUM WITH DIRECTIONAL BLADE DAMPERS.
15-2 PLUMBING
1. PROVIDE PLUMBING SYSTEM, COMPLETE IN PLACE, TESTED AND APPROVED, WHERE SHOWN ON THE DRAWINGS, AS SPECIFIED
HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER JOB.
2. ALL PLUMBING WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE 5TANDARD PLUMBING
CODE, LOCAL ORDINANCES AND IN COMPLIANCE WITH THE ENERGY CONSERVATION CODE,
3. H05E 13I135 SHALL BE BRA55 OR BRONZE, FASTENED SECURELY 18" ABOVE GRADE WHERE SHOWN ON DRAWING5. ALL HOSE
5I135 SHALL HAVE A NON -REMOVABLE ANTI -SYPHON DEVICE INSTALLED,
4. FIXTURE5 SHALL BE PROTECTED AGAIN5T WATER HAMMER WITH AIR CHAMBERS WHEN REQUIRED.
5. PROVIDE SHUT OFF VALVES TO ALL MAIN5 ENTERING THE BUILDING AND EACH PIECE OF EQUIPMENT.
6. INSTALL DIELECTRIC UNION AT INLET AND OUTLET OF WATER HEATER.
7. BUILDING SEWERS, VENTS, AND ALL UNDERGROUND DRAINAGE LINES SHALL BE SCHEDULE 40 PVC.
8. WATER PIPING TO BE SOFT TYPE L. COPPER, UNDER SLAB, HARD ABOVE SLAB.
10. INSULATION - PROVIDE PIPE INSULATION ON REFRIGERANT LINES AND DOMESTIC WATER LINES AS PER INDUSTRY
STANDARDS. INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED AS REQUIRED.
11. GATHER VENTS IN ATTIC AS ALLOWED AND VENT TOWARD REAR OF HOUSE.
12. PROVIDE 3 r 120 GAL. WATER HEATERS IN AN APPROVED PAN. INSTALL DIELECTRIC UNION AT THE INLET AND OUTLET OF THE
WATER HEATER.
13. ALL PLUMBING FIXTURES AND FAUCETS SHALL BE PROVIDED BY THE OWNER
5ION SIXTEEN - ELECTRICAL
SCOPE: FURNISH ALL EQUIPMENT AND MATERIALS AND PERFORM ALL LABOR AND SERVICES NECE55ARY TO INSTALLATION
A COMPLETE SYSTEM FOR LIGHTING AND POWER. EACH SYSTEM SHALL BE COMPLETE IN ALL RESPECTS AND SHALL BE
JED OVER TO OWNER IN A FIR6T-CLA55 OPERATING CONDITION AND FULLY TESTED AND COMPLETE WITH ALL DEVICES WHICH
NORMAL FOR INTENDED 5Y5TEM5 AND TH05E REQUIRED FOR THEIR SAFE OPERATION.
ER1AL5 AND MANNER OF INSTALLATION OF ELECTRICAL SYSTEM SHALL BE IN STRICT ACCORDANCE WITH THE
AENT5 OF THE LOCAL GOVERNING AUTHORITIES HAVING JURISDICTION, AND THE STANDARDS SET FORTH BY NFPA, U.L.,
'. RECOGNIZED TESTING LABORATORIES. THE INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF THE NEC.
PMENT MOUNTED ON THE EXTERIOR OF THE BUILDING SHALL BE DESIGNED, LABELED, AND INSTALLED FOR EXTERIOR,
.F )F SERVICE CONDITIONS,
16-4 SERVICE: CONTRACTOR SHALL CARRY OUT ALL REQUIRED ARRANGEMENTS WITH FPL FOR INSTALLATION OF THE SERVICE,
PERMITS, AND INSPECTION,
16-7 PANEL SCHEDULE: PANEL SHALL BE CLEARLY MARKED AS TO ALL CIRCUITS.
16-8 ALL WIRING SHALL BE IN CONDUIT WITH THW COPPER.
16-12 PROVIDE GROUND FAULT PROTECTION ON ALL CIRCUITS SHOWN ON THE PANEL SCHEDULE, U5ING GROUND FAULT
INTERRUPTING BREAKERS, OR DEVICES.
16-13 LIGHT FIXTURES - ALL FIXTURES WILL BE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. I 12" VTR
TO HL
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N 5045.6894
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NW 1/4 25-35-38
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i
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FOUND NAIL
N 4981.7654
E 4833.1669
FOUND 4"x4"PRM
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' " � FOUND 4"x4"PRM
OF R/W LINE)
S89°02 20 E 1256.38 (M) #3435
30' DRAINAGE & UTILITY EASEMENT EXISTING DITCH
LOT 4
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,y 5F NOT INCLUDED
FOUND 4 x4 PRM
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�#3435 (1.56'WEST LOT 1 N43 r
OF R/W LINE) I<W
BENCH MARK #2, 3/8 IRON ROD, I I z<� o-, FOUND 4"x4"PRM
ELEVATION 22,00' bow #3435
`WITNESS CORNER 30' DRAINAGE & 34.14'(M) 30.00'(P)
N 5000.3691 r a r
E 5006.2253 UTILITY EASEMENT o N89°28 10 W 1257.78 (M)
_ ---- -� = - _ - ORTH LINE SECTION 25-35-38
20' WIDE DIRT AD N
- - ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD (50'R/W)
- - - -
- - - - - - - - - - -
C- - - - - - - - - - ---- -- R --� S89°19'51"E 2527. T
c 1 BERM 70P EL=29.0' TOE EL=20.0'
cu R �
- - -
EXISTNG 3 METAL CUL
EAST INVERTT 15.2' _
I WEST INVERT 15.9'
NW PROPERTY rn
CORNER FALLS FORM BOARD TIE IN
BETWEEN DITCHES 1-STORY / ELEVATION 24.5'
RESIDENCE SEE BUILDING DETAIL
` M -) POD 2B
PERMIT #23110856
LAKE \/� 909
�\ SHELL DRIVE
WELL WITH ADMINIS ATION C \\
-WELL NTH
BUIL ING \ \
INTRO UNIT ROUP
BUILDING HOUSING I \ \
I BUILDIN
ISLAND
I II
a,��
I
I
n
LAKE
20.6'
/ WELL LOCATION - - - - - - - - - - - - - I
20.6' INSIDE PROPERTY LINE
BERM
FORM BOARD TIE IN �� \ TTOP OE EL=26
-�.7' I I
ELEVATION 24.5' �- - _
SEE BUILDING DETAIL
POD 38 \ I C
PERMIT #23110872 ^
1 1
649.5' 906.
FORM BOARD TIE IN/ ELEVATION 24.5' // FORM BOARS TIE IN
\/
SEE BUILDING DETAIL / I I �/\ \ ELEVATION 24.5'
POD 5A / , I I \ \ SEE BUILDING DETAIL POD BU
PERMIT #23110861 / / I I \ \ PERMIT #23190867
NORTHWEST QUARTER ISECTION 25-35-3�
I CONTAINING 15J.62 ACRES MORE OR LES� I
DEAD CITRUS GROVE I I I (DEAD CITRUS GROVE
ROWS ARE EAST/WEST DIRE TONAL _ _ _ _ / _ _ _ _ _ - / ROWS IRE EAST/WEST DIRECTIONAL
1 0 I I °'
o
BENCH MARK #5, 5/8 IRON ROD.
ELEVATION 20,22'
E WITNESS122CORNER EXISTING 15. METAL CULVERT
NORTH
SOUTH INVERT 14.9' \
INVERT 14.7'
J J VV YKUYtK I T SOUTH LINE NORTHWEST QUARTER 25-35-38 LINE PROCEEDS
CORNER FALLS
BETWEEN DITCHES
N 2318.7664
E 4974.0628
SW CORNER OF THE NW
1/4 25-35-38
CENTER OF DITCH
SW1/4 25-35-38
NOT INCLUDED CITRUS GROVE
SOUTH
POD 39 DETAIL
(NOT TO SCALE)
POD 28 DETAIL
(NOT TO SCALE)
BENCH MARK #3, 3/8 IRON ROD,
DETAIL
knul Iu SCALE)
ELEVATION 19.95'
WTNESS CORNER
N 4932.3930
73.1471
1/4 CORNER OF THE
L6 /NW 1/4 25-35-38
NE PROPERTY
CORNER FALLS
IN DITCH
BENCH MARK #4, 5/8 IRON ROD,
ELEVATION 23.59' \
WITNESS CORNER \
N 7467.0828
E 7467.0828
Jew
EXISTING DITCH
O
U
IM
N
t
54.
CITRUS GROVE
I
NE1/4 25-35-38
NOT INCLUDED
PROPERTY
CORNER
FALLS IN
DITCH
N 2295.5082
E 7496,2527
DD 6B DETAIL
OT TO SCALE)
a
0
o:
J
z
z
a
U'
Lj
w
W
x
SCALE
1" = 200'
FORMBOARD TIE-IN (POD 6B): 3/15/2004
FORMBOARD TIE-IN (POD 3B): 2/2/2004
FORMBOARD TIE-IN (POD 5A): 1/21/2004
FORMBOARD TIE-IN (POD 2B): 1/13/2004
CHANGED TITLE: 10/20/2003
REVISED: 9/23/2003
REVISED: 9/2/2003
REVISED: 4/26/2000
REVISED: 3/20/2000
FIELD SURVEY DATE: 12/9/99
DRAWING COMPLETION DATE: 12/9/99
F.B.: Lt PG: 32
FILE: _99205.dwg
GOLDSMITH ROAD
915
F
2 (MIDWAY
LOCATION MAP
(NOT TO SCALE)
SURVEYOR'S NOTE
1. BEARINGS REFER TO RIGHT-OF-WAY MAP SECTION NO. 9452.
BEARING BASE IS THE BASE LINE OF SAID MAP.
2. (P) = PLAT MEASUREMENT; (M) = FIELD MEASUREMENT
3. PROPERTY LIES IN FLOOD ZONE A, FEMA MAP #12111CO165 F,
8-19-91.
4. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR
RIGHT-OF-WAYS, EASEMENTS, OR OTHER ENCUMBRANCES.
5. UNDERGROUND UTILITIES NOT LOCATED PER THIS SURVEY.
6. R/W = RIGHT-OF-WAY
7. FENCES, DITCHES, AND IMPROVEMENTS NOT LOCATED.
8. ALL MONUMENTS SHOWN ARE FOUND UNLESS STATED OTHERWISE.
9, COORDINATES VALUES SHOWN ARE BASED ON AN ARBITRARY
DATUM AND BEAR NO REFERENCE TO GEODETIC CONTROL.
SURVEYOR'S NOTES:
ELEVATIONS REFER TO NAVD88
ELEVATIONS SHOWN ARE BASED FROM BENCH MARK #1, X-CUT IN
HEADWALL, 7.1617 METERS, 23.496 FEET, NORTH AMERICAN
VERTICAL DATUM 1988. ALL OTHER BENCH MARKS ARE ESTABLISHED
THERE FROM.
CONVERSION FROM NORTH AMERICAN VERTICAL DATUM 1988
(NAVD88) TO NATION GEODETIC VERTICAL DATUM 1929 (NGVD29):
NAVD88 + 1.475 . NGVD29.
BOUNDARY AND TOPOGRAPHIC SURVEY
OF THE NORTHWEST ONE QUARTER (N.W. 1/4) OF SECTION 25,
TOWNSHIP 35 SOUTH, RANGE 38 EAST, SITUATED IN ST. LUCIE
COUNTY, FLORIDA. LESS AND EXCEPT THAT PART THEREOF
OWNED IN FEE SIMPLE BY ANY PARTY FOR ROADS, CANALS,
DITCHES, DRAINAGE AND WATER MANAGEMENT PURPOSES.
AND THAT PLAT FILED MAY, 2002 KNOWN AS HEADER RANCHES
SUBDIVISION, AS RECORDED IN PLAT BOOK 40, PAGE 38 OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA
FOR
INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL-BEING, INC. a
corporation existing under the laws of the State of Florida
CERTIFICATION:
1. INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL-BEING, INC. a corporation
existing under the laws of the State of Florida.
2. COMMONWEALTH LAND TITLE INSURANCE COMPANY
3, THOMAS A. FOGT, ESQ.
I HEREBY CERTIFY THAT THE SKETCH SHOWN HEREON IS A CORRECT REPRESENTATION'
OF A SURVEY DONE UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF
MY KNOWLEDGE AND BELIEF. NO SEARCH OF THE PUBLIC RECORDS MADE FOR ERRORS
OR OMISSIONS OF SAID DESCRIPTION. EASEMENTS OF RECORD NOT SHOWN UNLESS
FURNISHED. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL
STANDARDS SET FORTH UNDER RULE 61G17-6 F.A.C. BY THE FLORIDA BOARD OF
SURVEYORS AND MAPPERS.
St. Lu
PROFESSIONAL SURVEYOR MAPPER
1657 S. DIXIE HWY., STUART, FL.
P.O. BOX 2533, PALM CITY, FL. 34991
(772)283-2977 (772)283-2979 fax
CHRISTIAN FENEX, PSM
FLA. REG. #5102
i
4 ('1nn n 6 Pc�
LAKE \/� 909
�\ SHELL DRIVE
WELL WITH ADMINIS ATION C \\
-WELL NTH
BUIL ING \ \
INTRO UNIT ROUP
BUILDING HOUSING I \ \
I BUILDIN
ISLAND
I II
a,��
I
I
n
LAKE
20.6'
/ WELL LOCATION - - - - - - - - - - - - - I
20.6' INSIDE PROPERTY LINE
BERM
FORM BOARD TIE IN �� \ TTOP OE EL=26
-�.7' I I
ELEVATION 24.5' �- - _
SEE BUILDING DETAIL
POD 38 \ I C
PERMIT #23110872 ^
1 1
649.5' 906.
FORM BOARD TIE IN/ ELEVATION 24.5' // FORM BOARS TIE IN
\/
SEE BUILDING DETAIL / I I �/\ \ ELEVATION 24.5'
POD 5A / , I I \ \ SEE BUILDING DETAIL POD BU
PERMIT #23110861 / / I I \ \ PERMIT #23190867
NORTHWEST QUARTER ISECTION 25-35-3�
I CONTAINING 15J.62 ACRES MORE OR LES� I
DEAD CITRUS GROVE I I I (DEAD CITRUS GROVE
ROWS ARE EAST/WEST DIRE TONAL _ _ _ _ / _ _ _ _ _ - / ROWS IRE EAST/WEST DIRECTIONAL
1 0 I I °'
o
BENCH MARK #5, 5/8 IRON ROD.
ELEVATION 20,22'
E WITNESS122CORNER EXISTING 15. METAL CULVERT
NORTH
SOUTH INVERT 14.9' \
INVERT 14.7'
J J VV YKUYtK I T SOUTH LINE NORTHWEST QUARTER 25-35-38 LINE PROCEEDS
CORNER FALLS
BETWEEN DITCHES
N 2318.7664
E 4974.0628
SW CORNER OF THE NW
1/4 25-35-38
CENTER OF DITCH
SW1/4 25-35-38
NOT INCLUDED CITRUS GROVE
SOUTH
POD 39 DETAIL
(NOT TO SCALE)
POD 28 DETAIL
(NOT TO SCALE)
BENCH MARK #3, 3/8 IRON ROD,
DETAIL
knul Iu SCALE)
ELEVATION 19.95'
WTNESS CORNER
N 4932.3930
73.1471
1/4 CORNER OF THE
L6 /NW 1/4 25-35-38
NE PROPERTY
CORNER FALLS
IN DITCH
BENCH MARK #4, 5/8 IRON ROD,
ELEVATION 23.59' \
WITNESS CORNER \
N 7467.0828
E 7467.0828
Jew
EXISTING DITCH
O
U
IM
N
t
54.
CITRUS GROVE
I
NE1/4 25-35-38
NOT INCLUDED
PROPERTY
CORNER
FALLS IN
DITCH
N 2295.5082
E 7496,2527
DD 6B DETAIL
OT TO SCALE)
a
0
o:
J
z
z
a
U'
Lj
w
W
x
SCALE
1" = 200'
FORMBOARD TIE-IN (POD 6B): 3/15/2004
FORMBOARD TIE-IN (POD 3B): 2/2/2004
FORMBOARD TIE-IN (POD 5A): 1/21/2004
FORMBOARD TIE-IN (POD 2B): 1/13/2004
CHANGED TITLE: 10/20/2003
REVISED: 9/23/2003
REVISED: 9/2/2003
REVISED: 4/26/2000
REVISED: 3/20/2000
FIELD SURVEY DATE: 12/9/99
DRAWING COMPLETION DATE: 12/9/99
F.B.: Lt PG: 32
FILE: _99205.dwg
GOLDSMITH ROAD
915
F
2 (MIDWAY
LOCATION MAP
(NOT TO SCALE)
SURVEYOR'S NOTE
1. BEARINGS REFER TO RIGHT-OF-WAY MAP SECTION NO. 9452.
BEARING BASE IS THE BASE LINE OF SAID MAP.
2. (P) = PLAT MEASUREMENT; (M) = FIELD MEASUREMENT
3. PROPERTY LIES IN FLOOD ZONE A, FEMA MAP #12111CO165 F,
8-19-91.
4. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR
RIGHT-OF-WAYS, EASEMENTS, OR OTHER ENCUMBRANCES.
5. UNDERGROUND UTILITIES NOT LOCATED PER THIS SURVEY.
6. R/W = RIGHT-OF-WAY
7. FENCES, DITCHES, AND IMPROVEMENTS NOT LOCATED.
8. ALL MONUMENTS SHOWN ARE FOUND UNLESS STATED OTHERWISE.
9, COORDINATES VALUES SHOWN ARE BASED ON AN ARBITRARY
DATUM AND BEAR NO REFERENCE TO GEODETIC CONTROL.
SURVEYOR'S NOTES:
ELEVATIONS REFER TO NAVD88
ELEVATIONS SHOWN ARE BASED FROM BENCH MARK #1, X-CUT IN
HEADWALL, 7.1617 METERS, 23.496 FEET, NORTH AMERICAN
VERTICAL DATUM 1988. ALL OTHER BENCH MARKS ARE ESTABLISHED
THERE FROM.
CONVERSION FROM NORTH AMERICAN VERTICAL DATUM 1988
(NAVD88) TO NATION GEODETIC VERTICAL DATUM 1929 (NGVD29):
NAVD88 + 1.475 . NGVD29.
BOUNDARY AND TOPOGRAPHIC SURVEY
OF THE NORTHWEST ONE QUARTER (N.W. 1/4) OF SECTION 25,
TOWNSHIP 35 SOUTH, RANGE 38 EAST, SITUATED IN ST. LUCIE
COUNTY, FLORIDA. LESS AND EXCEPT THAT PART THEREOF
OWNED IN FEE SIMPLE BY ANY PARTY FOR ROADS, CANALS,
DITCHES, DRAINAGE AND WATER MANAGEMENT PURPOSES.
AND THAT PLAT FILED MAY, 2002 KNOWN AS HEADER RANCHES
SUBDIVISION, AS RECORDED IN PLAT BOOK 40, PAGE 38 OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA
FOR
INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL-BEING, INC. a
corporation existing under the laws of the State of Florida
CERTIFICATION:
1. INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL-BEING, INC. a corporation
existing under the laws of the State of Florida.
2. COMMONWEALTH LAND TITLE INSURANCE COMPANY
3, THOMAS A. FOGT, ESQ.
I HEREBY CERTIFY THAT THE SKETCH SHOWN HEREON IS A CORRECT REPRESENTATION'
OF A SURVEY DONE UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF
MY KNOWLEDGE AND BELIEF. NO SEARCH OF THE PUBLIC RECORDS MADE FOR ERRORS
OR OMISSIONS OF SAID DESCRIPTION. EASEMENTS OF RECORD NOT SHOWN UNLESS
FURNISHED. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL
STANDARDS SET FORTH UNDER RULE 61G17-6 F.A.C. BY THE FLORIDA BOARD OF
SURVEYORS AND MAPPERS.
St. Lu
PROFESSIONAL SURVEYOR MAPPER
1657 S. DIXIE HWY., STUART, FL.
P.O. BOX 2533, PALM CITY, FL. 34991
(772)283-2977 (772)283-2979 fax
CHRISTIAN FENEX, PSM
FLA. REG. #5102
i
4 ('1nn n 6 Pc�