HomeMy WebLinkAboutBuilding PlansFOUND IRON ROD W/CAP
STAMPED "2391"
DESCRIPTION:
"LOTS 9, 10, 11, 12, 13, AND 14, BLOCK 4, OF AIRPORT INDUSTRIAL PARK,
UNIT ONE, ACCORDING TO THE PLAT THEREOF AS PLAT BOOK 12, PAGE 40, OF
THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA."
SAID LANDS LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA.
FOUND PK NAIL W/BRASS
TAB STAMPED "CARTER
ASSOC."
I
FOUND IRON ROD WITH'
PLAS77C CAP STAMPED
"CARTER ASSOC."
FOUND IRON ROD WITH
FOUND IRON ROD WITH
PI ACTIC CAP (ZTAAJPF'n
FOUND IRON ROD W/CAP h m
STAAAPFi7
IND
UAS TRIAL
AVENUE
TWOFOUND
OD
STAMPED 02 91" W/CAP
FOUND PK NAIL WITH
WASHER STAMPED "2391" (8 O' RIGHT — OF — WA Y)
15' OVAL RCP
IBM EL 20.6T N. INV. 17.3'
S. INV. 17.3'
i
FOUND PK NAIL W/BRASS
TAB STAMPED "CARTER
ASSOC. "
IBM EL. 20.16'
FOUND IRON ROD W/CAP
STAMPED "2391"
FOUND PK NAIL WITH
WASHER STAMPED 72391"
T BM EL. 19.09'
LEGEND:
— = OVER HEAD UTILITIES
— CHE
CHAIN LINK FENCE
c =
UTILITY POLE ANCHOR
co. =
WOOD POWER POLE
Os =
SANITARY MANHOLE
® =
LIFT STATION
❑ =
OVERFLOW STRUCTURE
= WATER VALVE
®
= WELL
®
= WATER METER
Is
= FIRE HYDRANT
= CONCRETE
x ` =
DENOTES ELEVATION (TYPICAL)
EL. =
ELEVATION
INV.
= INVERT
CONC. = CONCRETE
W/ = KITH
A/C = AIR CONDITION
BLDG. = BUILDING
PVM'T = PAVEMENT
t = PLUS OR MINUS
R = RADIUS
T = TANGENT
L = LENGTH
0 — DELTA
ASSOC. = ASSOCIATES
(P) = PLAT
(0) = OBSERVED
F. F. ELEV. — FINISHED FLOOR ELEVATION
BFP = BACK FLOW PREVENTER
CMP = CORRUGATED METAL PIPE
RCP = REINFORCED CONCRETE PIPE
W/CONC = WITH CONCRETE ENDS (4'X4')
W/ME = WITH MITERED ENDS
GENERAL NOTES:
1.) THIS SURVEY IS NOT VAUD UNLESS SIGNED AND
- M E BOSSED BY THE SURVEYOR'S SEAL.
2.) NO SEARCH OF THE PUBLIC RECORDS WAS MADE BY THIS
OFFICE FOR EASEMENTS, RESERVATIONS, ABANDONMENTS,
RESTRICTIONS AND/OR RIGHTS —OF —WAY.
3.) NO FOUNDATIONS OR UNDERGROUND UTILITIES HAVE BEEN
LOCATED PER THIS SURVEY.
4.) BEARINGS SHOWN ARE BASED UPON AN ASSUMED BEARING
OF SOUTH 89'30'01" WEST ALONG THE SOUTH LINE OF LOTS 10
AND 11, BLOCK 4, AIRPORT INDUSTRIAL PARK, UNIT
ONE.
5.) DESCRIPTION PER COLLINS, BROWN AND CALDWELL, CHARTERED.
NO ABSTRACT OR TITLE COMMITMENT WAS FURNISHED TO THIS
SURVEYOR OR FIRM.
6.) ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL DATUM OF
1929. ELEVATIONS BASED ON CLOSED LEVEL LOOP RUN
FROM U.S.C.&G.S. MONUMENT STAMPED "Y 230 1965"
PUBLISHED ELEVATION: 20.44' (NGVD '29)
7.) TEMPORARY BENCH MARKS (TBM) AS SHOWN HEREON.
8.) SURVEY FIELD WORK COMPLETED ON FEBRUARY 18, 1998.
CERTIFIED TO:
BARNETT BANK, N.A.
MAVERICK BOAT COMPANY, INC. d/b/a HEWES MANUFACTURING COMPANY, INC.
COMMONWEALTH LAND TITLE INSURANCE COMPANY
DEAN, MEAD & MINTON
y
27t9
NnYo 7 2 98
gECFR S. CUCCURESE, P.S.M. DATE:
FL. REGI AT10N #4765
Q
FLOOD ZONE:
ZONE "X" (OUTSIDE 500 YEAR FLOOD)
FEMA MAP # 12111CO175 F
PANEL # 120285 0175 F
ST. LUCIE COUNTY, FLORIDA
REF: 94-484S, 14196 C, 508-49+, 9/14/94
CARTER ASSOCIATES L.B. #205
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CARTER ASSOCIATES INC.
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CONSULTING ENGINEERS AND LAND SURVEYORS
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1708 21ST STREET 561-562-4191 TEL
(FAX)
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VERO BEACH, FWRWA 32960-3472 561-582-7180
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BOUNDARY, IMPROVEMENT
ow
AND TOPOGRAPHIC SURVEY
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LOTS 9-14, BLOCK 4,
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AIRPORT INDUSTRIAL PARK, UNIT ONE
MAVERICK BOAT COMPANY, INC.
W�,
I` O
DATE
DWG BY
H. SCALE
V. SCALE
PROJ, NO.
SHT, 1 OF 1
WE W W
2/23/98
DEL
JAPP'DBY
FSC
1'=40'
N/A
98-1575
DWG, No, 15080 C
NORTH ELEVATION
1/8, - I'-0'
12"
P(LATERAL)
`0
Q P(YE IT) 2 TON MONORAIL
SEE PLAN
Ifl Lw
v
a
F
ROLLUP DOOR5
R1610 FRAME
PLATER�) ,
Ado
yG�
2 TON MONORAIL RVERT)
5EE PLAN
BUILDING CF2055 &ECTION
>:.,` ..... �METBL BLD6. MANUF. NOTE
.:•; 15 ..HE
ACCORDANCE w/ 5GA , w/ THE F
MINIMUM PE516N LOADS
PII(VERT) = 41004
P----- (LATERAL) = 9004
P / (LON6ITUDINAL) = 4004
3" CLEAR -
REGE55 SLAB EDGE AS REQ'D
/-® OVER HEAD DOOR5
v
v
4 NOTE
CONNECT NEW ELECTRICAL GIRCUIT5
12'-0`
GON5TRUGTION BLDG. TO EXIST. 200 AMP PANEL -G ,
s 1 1/2' x 1 112" RECESS
NEW EXIST.
- YR. ALL SIDES
V r---- --� r i r---------
ITE I -- v, TE �� _ TE I
FI
1 O• FI 3-0 x7-0 I O o PANEL -`
45 HAIRPIN .DOOR
_ -D
w/ 3' 0" (TYP) w i I F2 0
-- FOUNDATION SCHEDULE
MARK
51ZE
D x W x L
REINFORCING
REMARKS
TE 1
16 x 20" X GONT.
2 45 CONT. TOP AND BOTTOM
FI
lb" x 3"-0" x 4'-0"
4 #5 LON6 HAY O T
54SHORTWAYTOP ATOM
SEE PLAN
F
Ib x 4 -0" x 4'-O"
b 45 EACH WAY .TOP AND BOTTOM
AT GORNER5
x 3'-0"
4 45 E.W. TOP AND BOTTOM
I� I NEW 2 TON MONORAIL
EX15T. END WALL j E NOTE5:
I I T0 BE MOVED
1 ,1Ga
I. GOOK I NAT FO
UNDATION
DATION PLAN DIMENSIONS WITH LAY
OUT
NEW LOCATION I PLAN SUPPLIED BY METAL BUILDING MANUFACTURER
! OF EX15T. CRANE
h MONORAIL 5UPPOR TIED BY
DE516N V
I � I GRAVITY ITY LOADS
I' METAL BLD6. FRAME
j LIVE H/SBC. REDUCTION ............... 20 P5F
`- ....PER METAL BLD6. MANUF.
45 DOWEL ®32" O.G. DEAD ...:.....
I I S.G 5.G 5.C. I EX15T. RAIL - CRANE LOA05 2 TON CAPACITY (SEE PLAN)
z - EXIST. DOOR
! TO BE RELOCATED : EXIST. RIGID FRAME
y TO BE RELOCATED TO NORTH END OF TO REMAIN
li xb WL4M11.4 WWF a I � � � ', SLAB AN GRADE 100 PSF
! COMPACTED FILL ER ON BLD6. ADDITION
ON b MIL VAPOR BARRIER i S ! WIND LOAD5 (PER S.B.G) .................no MPH
! m 4" CONCRETE SLAB w/ Fi
ip
I12 I f +
I I '
} !
I' T/SLAB @ U-O" I I
1z' b'3 (EL. +23.52' N6VD) I -
FIELD VERIFY I I CONSTRUCTION NOTES
! jr-FIELD VERIFY , I. 5TRUGTURAL DRAWIN55 SHALL BE WORKED TOGETHER WITH METAL BLD6. PLANS
JI j I I I 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY
t I THE ENGINEER OF ANY DISCREPANCIES PRIOR TO GONSTRUGTION,
3. THE OWNER SHALL EMPLOY AN APPROVED EN6INEERIN6 INSPECTION AND
II I I TESTING LABORATORY TO MAKE ALL TESTS FOR GONGRETE, CONCRETE
INSPECTION, 501L COMPACTION, STEEL FRAMIN6 INSPECTION, ETC. TO
} 5L. 5.G 5.G 1 I' I . L.� :A55URE COMPLIANCE WITH ALL REQUIREMENT5 OF THESE PLANS AND
5PEGIFIGATIONS,
I -LL O O I 4. THE STANDARD BUILDING CODE, 199T EDITION 15 APPLICABLE TO THIS
If
1 I PROJECT.
IN
30` - NEW 2 TON MONORAIL I 5. CONCRETE I MASONRY WORK SHALL BE IN AGGORDANCE WITH AN51
IIw
0AI0.9-1983 STANDARD FOR CONSTRUCTION AND DEMOLITION
'
I
I, a'-O" TYP: ®GORrCRs_ I ` 4`-• � • 'OPERATIONS -CONCRETE 8 MASONRY WORK -SAFETY. REQUIREMENTS.
N
q' �-'�._._._ ;
D ' 4' 0" 45 HAIRPIN _ I� NEW MONORAIL BM SHALL LL .
DOOR
O" T P. w/ 4'-0" LEA (TYP) �NR�1 BE SAME AS EX15T. d SHALL FOUNDATION NOT
I `r' " FI EXTEND FROM EX15T RI61D FRAME Q E`�'
IF 12$
TE I �r TE I �� I. FOUNDATION I5 PL516NED BASED ON PRESUMPTIVE SAFE ALLOWABLE
---------�-- ----*-------�c------------ ----- -----� BEARING PRES
-- ---- - ---- --_ LREOF2,000PSF
- CONTRACTOR
•-u___.e._ ____.____, _-.,w.-_ _ .____.._ .__. SHALL VERIFY THAT SOIL BRO. PRESSURE IS ACHIEVED
- PRIOR TO PLAEIN6 FOOTIN65
1 112„ m
REGE55 I I CONCRETE NOTES
I. CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.G.I. 301-b4
b'-b" 12' 0"- b'-b' b'-b' 12'-O" 6'-b" b'-b" 12'-6" b'-6 - HIGH PRE55UPE SODIUM "5PECIFIGAT10% FOR STRUCTURAL CONCRETE FOR BUILDIN65".
25'-O 25' 400H 20bV 3m 2. GONGRETE 5TREN6TH SHALL BE 3,000 P51 AT 2b DAYS, WITH 3/4"
MAXIMUM A66(�EGATE AND A SLUMP OF 4"+I".
TS'-O" EMEROENGY LIGHT 3. REINFORCING STEEL SHALL BE IN ACCORDANGE WITH A57M A(915-54A
BATTERY PACK FEED FROM GRADE 60.
I I //� LIGHT CKT. 4. WELDED WIRE PABRIG SHALL BE IN ACCORDANCE WITH A5TM AI&5-T9.
FOUNE)AT I ON FLAN PRE-EN6INEERED NATAL BUILDIN6
I/8' I'-0• �- ELECTRICAL PANEL LOCATION 1, PRE-EN6INEEREC) METAL BUILDING COMPONENTS SHALL BE DESIGNED
EXIT LIGHT "'"' '-"" "' "' - Tri -`.. OR ALL LOADS PRESCRIBED HEREIN. MET AL BUILDING
MANUFACTURER �t-HALL COORDINATE AND SUPPORT ALL LOADS 5HI
YIDE516N DOCUMENTS.
1201
�,:; .•".. _. .. '�" :",., , �,..,.,,•;I ., ,.'s..- AND
;, METAL BUILDIN® MANUFACTURER SHALL PROVIDE SHOP DRAWINGS
CALCULATIONS SIGNED AND SEALED BY A FLORIDA RE615TERED
NOTE ENGINEER TO 5TRUGTURAL ENGINEER PRIOR TO FABRICATION.
END WALL R1610 FRAME ® LINEQ5HALL BE DE516NED *4 - T
1,• ,L I„(, - TO 511PPORT A FUTURE ADDITION OF A MINIMUM 25-0' BAY _ 3ca 3" CONDUITS (J �j� E X + '
WITH Ilea 500 rncm A
coPPERi �vE 75 FT oF
-��
FPUA 1200amp 3ph OOa 3ph rMFFI�C]F
150A 3p [12012,34000a PH 400a 3phMETER VSHOP 0VISC.DISC.HOP SHOP
n MAIN SERVICE HOP 45KVA DING DIVISION
I V2" -
T/5LAE3
//10n
// // / \IN
b MIL VAPOR BARRIER OVER
TREATED COMPACTED FILL
245 GONT. TOP I BOTTOM
RUN HORIZ. BARS CONTINUOUS
THRU COL. FT6.
(:)SECTION
SCALE: 3/4"=1'-0"
3"
r2P
EL PANEL
B.. I.N.
IGHTING POWER
TYPICAL Z' CONDUIT
WITH 310 COPPER
WALL GIRTS 9/SETL
DE516NED I FURNISHED
/C �F 2 E / 8 F SB V v P /.� BY METAL BLDG.MANI. % .Z 7 O 3 H � W 6
METAL II COLUMN BY
METAL BLDG. MANUF. (M B.M)
CLOSURE ANGLE I
ANCHOR BOLTS FURNISHED I PE51ONEP ATTACHMENT BY M.B.M.
BY METAL BUILpING MANUF.
I
45 HAIR PIN HOOKED AROUND COL. ANCHOR BOLTS
1 1/2'
- T/
T
�, • �. 1 ° b MIL VAPOR BARRIER OVER
1 b MIL VAPOR BARRIER OVER TREATED COMPACTED FILL
TREATED COMPACTED FILL 3" CLEAR
245 CONT. TOP 8 BOTTOM
W RUN HORIZ, 5AR5 CONTINUOUS
THRU COL. FT6.
CXA LE 31/�N O' 05C
GTI DN
ALE 3/4"=1'-O"
05" HIDE'.5AW-GUT SHALL'
BE MADEAS SOON AS
CONCRETE HAS HARDENED
SUFFICIENTLY TO PREVENT
A66REOATE BEING 0I51-01
BY SAW
(4�-�D
s"HGTIOI
.
L
REVIEWED
DATE
PLANS' II RMIT
�NAUSTBEKEP NJ08OR
"a`IoEC'IC`N VVILLBE MADE
/�l -if ?Z:�.
14.. ua 6 ,.._a fl M
NEW EXIST.
CON5TRUGTION BLDG.
HALL
TO BE REX15T. ENMOVED
Ii
GROUT REGE55 ® WALL 45xl'-5" EPDXY ANCHORED
I EXIST. DOOR WAY. TO EX15T. FT6. w/ 5'
bxb WI.4/WI.4 H.H.F. REINF. 1 EMBED 032" O.G
�ti \
\ ° ` EXIST. BLDG. SLAB
I- L ' " GLEAR ;
245 CONT. TOP I BOTTOM 2"
RUN HORIZ BARS CONTINUOUS
THRU COL. FT6.
C.SECTION
SCALE: 3/4"=I'-0"
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