HomeMy WebLinkAboutPlot Plan & Survey; Replace Exterior Metal Wall PanelsI�
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1/4-1/4 SECTION —LINE— F r
CONSTRUCTION LAYOUT SURVEY ti
I ; ! I~epared for ,
Da i d Turner I
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May 3, 1995
FENCE CORNER
50.00" -5 1. 23' E B. 32 N89' 47' 39' E 561. 31' - 54. OD' -{I
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9.33' .19411
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30 D 30 6-
D 905 4, 15', E /.94'
CONC' CONCRET43' e.59• ° m E m
/zBO' SCALE: 1' 30'
CONCRETE L 37CONCRETE ONCRETE
20 1l,452• 29. 97 "BENCH NARK
PK MAIL AND DISK
i I . ` � ^. CONCRE?E � I L r_,. Oz• is zl' m
71. fiz I- - 6J STAMPED RLS 2391
01. 70' to. 3B' �. I ROUGH GIRT 50. 00 (ASSUNE0) I
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j I I 9, 3• I and SHELL YSO 50 x50.40 ,\ .CONCRETE DRIVE
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e I R m ppINIsII F6D P m POWER POLE l o o -- c. xELEVATI0 �O 9G I ) I ANCHOR
Y3 c� i I ___-_ -' _. ..._—..— —_—_._ a 3. 90•� n. R ",_,,, METAL BUILDING o
T o m O4 a ;I ; s v $, o CONCRETE STUB POLE St
LUCIE
o - - 5ae0 a _ V I E7 CATCH BASIN COUNTY
CONCRETE r� WATER METER PLAN REVIEW
t �m x m
n.79' - 220630' 59>• 5.82 "I f19.23' 45.B/' O I Cl1 WATER VALVE �-.DDT
xFI,W4SH ELM �P FIRE HYDRANT
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m I ELEvxn'ary 50 92 `SITTIPIICAL) N I C CONCRETE POWER POLE
- SIGN BLDG:
o 1/2 IRON ROD WITH CAP RLS 2991 (FOUND) DATE -
I I a m I: M MEASURED EEC:
BRACE POST {❑ ❑ O D DEED
i ? , L, (TYPICAL) '� o z DATE:.:. '7*
STORY METAL 86ILDING of METAL BUILDING m p
Q ¢ i - I:: 4680 ORANGE AVENUE EXTENSION - o �. m ('�' •'" PLUMB:
O rAi ASPHALT 1 �I I J >
Cm 3.739 ACRES( j a5' Q 13 MECH
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BATE:
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f VICINITY MAP
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IZ I 98 or, 57. BT 63 23' LL I =
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LQCI I lm CONCRETE N
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L L 21. B2 N 77. a3' o I I 62 68'
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1 STORY METAL BUILDING f�
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N07 TD SCALE
.. _ 98. 70" - I b3 B6' k a .,,,.
L.Is. 76' — -. x, ', I ! TO VEAO BEACH
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'. 9�•'�T�^ Y / CONCpiit 510ENALNGATE
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I CHAIN LINK FENCE fTYPICAL)-� I a g ASPHALT zo
- I i' O4ANGE AVENUE I
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IDIRT �4L 4- mo 1/T WESTERLY RIGHT-OF-WAY LINE I I
I i I i I THESE PLANS AND A L PROPOSED WORK
ti CANAL NO. 29
--- _ - , . -__ j J I / i ; i ARE SUBJECT TO CORRECTIONS i
I --- — -`.- N84 4D;15� E D
,ii OVERHEAD POWER LINE -I iYP: GI;' : I i _
- .. - -- - - - = - B9 47 Q6� REQUIR INSPECTORS THAT'
- i . -I MAY BE NECESSARY IN: ORDER TO' : ; TCf S69° 42' 05 W 532. O6' zB. eT ,,<
1 \ NORTHERLY EXISTING RIGHT OF HAY LINE
i .GRASS l C7 ^ I 'COMPLY ._
..GRASS GRASS i + (�WITHALL.APPLICABL CODES::
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MIN. SETBACK R
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N 'CORNEA OF ]HE SWf,4 OE SECTION C/�
I WNSHIP 35 SOUTH. RANGE 40 .EAST -
�I. - t/4 SECTION LINE AND BASELHII OF SURVEY i I ,FRONT
ORANGE AVENUE EXTENS I ON 52.35 SIDES
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! N69° 42' 05' E 664. 91" (80 R I GHT-OF-WAY) cNR sIDIgS;
I REAR
-- FILE COPY'
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{ LEGAL DESCRIPTION
The East 1/2 of the Southeast 1/4 of the Northwest 1/4, less the North 15 acres and LESS the
SURVEYORS NOTES West 50 feet of the South 5 acres, and LESS road and canal rights of way. in Section 7,
Township 35 South, Range 40 East, a5 recorded in the public records of St. Lucie
1.
Reproductions
e original signature'
onsof this sketchere not valid unless embossed with the surveyors seal and Florida
P e County;
Y a I
s
2. Lands shown hereon were not abstracted or researched by this office for
Rights-of-ways,
Easements Of Record, Reservations, Ownership,:Abandonments, Dead
Restrictions; Zoning RegulatiOns or Zoning Set -back Lines, Land Use Plan Designation,
CERTIFICATE OF SURVEYOR adjoining deeds or Murphy Act Deeds. This survey is not intended to delineate
1 HEREBY CERTIFY that the attached Ma of Construction Layout Survey.. epicting the Wetlands, Local Areas of Concern or any other Jurisdictional Boundary Lines.
H p Y 3. Legal Descript"s shown hereon was provided to this office b the client and
proposed improvements, as shown hereon is True and Correct to the best of KAowledge and Y and/or their
agent.
belief and is based on a Boundary Surv,:y as surveyed in the field under my ecItion. I further OO
4. FLOOD 20NEc By graphic potting only, this property is located in Flood Zone 'X, of the
I cedify that this map meets Minimum Technical Standards as set forth in RIf",61G17-6 FAC Flood InsuranceSeate Map, CommunityPanel Number 12111G91 5 '
I t Florida Board of Professional Surveyors and Mappers, u4ivaint to Florida' 7 F, efi#eetiue August 8"IEIf IDFOR C M adopted by he F o y pP P 19. 1991, and is not to a STlecial Flood Hazard. No field surveying was performed f'l.IANf
Statute 472.027, There are no above round encroachments other than those°shown hereon, Y 9 to SMACT TO Fitt
I 9 determine this zone and theexact location can only be determined by an elevation
INSIECiTit?N
subject to the qualifications noted hereon. certificate. E ATTACHED , Ici
5. This Survey reflects the fact tiat the Deed in OR Bk.525 at page 544 is ambiguous in it ET
states 'less the North 15 Arres' in one part of the deed and the 'South 5 Acres' In�.
another part of the deed. ThRrefore I interpreted the legal for the perant tract.(91/2 of MATE; 5! q j
the
t® the SE1/4 of the NWi/4) a s being, in a perfect section, 20 Acres and to. keep from
-"
a hiatus, I inter ret
creating p eo the North 15 Acres as the N3/4 of the parent parcel end
Paul Welch P.E.
the South 5 Acres as the S1/4 of the parent parcel.
- 6, Fence corners located only; unless otherwise shown.
7. Bearings shown hereon are based on a bearing of N89'42'05'E, along the 1/4 Section
�`. •' ;-
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PAUL WELCH INC.
REPLACE EXTERIOR METAL WALL PANELS
Line.
;`' ^
Mechanical' Electrical' Civil Engineering
NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS
a '
y 4
19M SW Biltmore St. Suite 114
Port St Lucie FL 34984 [A —
`� T T T /\/^�', R P
* T SUPPLY
r-{ TAT \T P r L Y
1 METAL O1- L
THAT ARE NOT RECORDR6 ON THIS
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PLAT THAT MAYBE FOUND IN THE PUBLIC RECORDS OF ST. LUCI€ COUNTY; FLORIDA:
Work Order, dated 5/3/95
PAO]VE E-IviAII FAX
Field Book 94-02 Pages 42-43 PE.' Draw/ng 194 0016L
(772)785-9588 liwelchinc(alaot.com (772)785-9933
5000 ORANGE AVENUE
Field Book 35-4016 Pages 6-7 Reference Drawing 53-023 (M)
(7
FORT PIERCE, FLORIDA 34947
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PANEL TO PANEL FASTENER PANEL TO STRUCTURAL. FASTENERS
20" O.C. MAX. SPACING & 3" 12" O.C. AT INTERIOR STRUCTURALS
MAX. FROM EA. END & 6" O.C. TOP & BOTT. OF PANEL
PANEL FASTENER LOCATIONS
(Panel Ends)
POU PANEL
A„
.46,7
.437
--� 1 /4-14 HWH PLATED STEEL,
00 SELF DRILL FASTENER
#2 PT.
PT. DIA. (#2 PT.): 198/.193 LENGTH "A" (3/8 AF): 1"; 1 1/2"
MAJOR DIAMETER: 246/.240 LENGTH "A" (5/16 AF): 1 1/4 1 1/2'
MINOR DIAMETER: .192/.185 NOM. TENSILE STRENGTH: 380CI LBS
HEAD - ACROSS FLATS (5/16" A.F.). .3U8/,305 MIN. TORSIONAL STRENGTH: 150 IN-LBS
HEAD - ACROSS', FLATS (3/8" A,F.): ,375/,367 NOM. SHEAR STRENGTH: 2850 LBS
PANEL TO STRUCTURAL FASTENER
#12--14 HWH
PLATED STEEL,
C F- '
SELF DRILLING
FASTENER
(#12 IMPAX)
#2 PT.
PT. DIA.
170/.165
LENGTH "A": 3/4"; 1" 1 1/4"; 1 1/2"; 2'; 2 1/2"; 3"; 4"
MAJOR DIAMETER
215/.209
NOM. TENSILE STRENGTH:
2900 LBS
MINOR DIAMETER
.164/.157
MIN. TORSIONAL STRENGTH:
92 IN—LBS
HEAD — ACROSS
FLATS .308/.305
NOM. SHEAR STRENGTH,
2050 LBS
PANEL TO PANEL FA$TE_ R
NEW WALL PANEL
PBU PANEL
36�
2'k� 4 7�4 Mr
SEC1iON PROPSMES
NEG4TNEBENOMG
POSMESENGNG
PANEL
WOGHT
W. Sxe Maxo
bm
I Sze
ywX0
p1"
N3/PT I LIqP-bi
MdMN3ffT.
KIP -IN
26
1 air I
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F0804 oA514 1.848
0.0371
0.0374
1.3ASB
GENERAL DESCRIPTION
36'
4
Coverage Width 36"
Minimum Slope - 1:12
Panel Attachment - See page 13
Panel Substrate - Galvalume@
Gauge -26
FILECOPY
THIS PANEL FASTENEN AS SPECIFIED TO ITSELF AND TO THE EXISTING STRUCTURE
COMPLIES W/ THE REQUIREMENTS OF THE `FBC 130mph WIND LOAD REQUIREMENT
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY PIELD INSPECTORS THAT
t' ER TO,
COMPLYWITHALLAPPLICABLELODES
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EXIST ROOF & GUTTER .
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EXIST ROOF&GUTTER
EXISTING STEEL STRUCTURE -
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EXISTING STEEL STRUCTURE
PANEL
NEW PBU 26gFINISHED
NEW PBU 26p WALL PANEL
-
FACTORY
-
FACTORY FINISHED
".
.NEW 20ga GAW FLASHING
, FASTENERS, SEE INFO AT LEFT
_
Cr
EXISTING OH DOOR TRACK &
-
STEEL HEADER
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% EXISTING SLAB & FOUNDATION
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EXISTING SLAB & FOUNDATION
.fir
DRAWN
CHECKED
DATE
SCALE
--DRAWING NUMBER
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