HomeMy WebLinkAboutSUBMITTED PAPPERSBOARD OF COUNTY
COMMISSIONERS
November 30, 2001
JL�E CMG
COMMUNITY
DEVELOPMENT
DIRECTOR
�OR1�P
SCANNED
Mr. Gerald Freeman BY
Nextel South Corp. St. Lucie County
6700 N. Andrews Avenue, Ste. 700
Ft. Lauderdale, FL 33309
Subject: Nextel Antennas - Minor Adjustment to a Major Site Plan
Ocean Harbor North, South Hutchinson Island, St. Lucie County
Dear Mr. Freeman:
The St. Lucie County Development Review Committee has reviewed your application for a minor adjustment to the
above referenced project and hasdetermined it to meet the minimum technical requirements of Section 11.02.04(C) and
Section 7.10.23(H), St. Lucie County Land Development Code. This site plan approval becomes effective
immediately.
The purpose of this adjustment is for the installation of nine (9) wireless communication antennas (three (3) antennas to
be located on the north side of the condominium, three (3) antennas to be located on the east side of the condominium
and three (3) antennas to be located on the west side of the condominium) and a 230 square foot rooftop equipment
shed on the roof of the Ocean Harbor N. Condominium. ,
This approval does not in any way constitute authorization to begin construction. Prior to the commencement of any
construction on this property, an application for specific building permits must be obtained from this department.
Building permit applications may be submitted at any time following the receipt of this notice. For specific information
on the composition of these submissions, including applicable fees, please contact the St. Lucie County Public Works
Department - Building and Zoning Division at 462-1553.
Please contact me at 561/462-1960 if you have any questions.
Sincerely,
Qtfw"T � ftLkkp�
Dennis J. Murph V, ices
Community Development Director
DJM/cs
HAprcjectsWextel-0cean Harbor Mappric"14o.
I
cc: i County Attorney
,} County Engineer
0 County surveyor
Road & Bridge
Acquisitions
Building & Zoning
Allison Megrath (Urban Concepts)
File
JOHN D. RRUHN. District No. t • DOUG COWARD. District No. 2 • PAULA A. LEWIS. District No. 3 • FRANNIE HUTCHINSON. District No. 4 • CLIFF DARNE5. District No. 5
County Administrator - Douglos M. Anderson
2300 Virginia Avenue • Fort Pierce, FL 34982-5652
Administration: (561) 462-1590 • Planning: (561) 462-2822 GI5/rechnicol Services: (561) 462-1553
Economic Development: (561) 462-1550 Fox: (561) 462-1581
Tourist/Convention: (561) 462-1529 • Fox: (561) 462-2132
Fc- 44-5-So - /c/atio
W
Sou m
,-A/TG'n/KA S
REQUEST FOR 30 DAY TEMPORARY POWER RELEASE
, DATE:
PERMIT NUMBER
� 1I2-(v9a
PROPERTY ADDRESS:
5-167 IV&grA AJ A
ST. LUCIE COUNTY BLDG. & ZONING
PO�� III
�O�
2300 VIRGINIA AVE
FORT PIERCE, FL 34952-5652
Ph. (561) 462-2165
FAX (561) 462-1148
JAN 3' 0 2002
St. Lucie county Public Works N
THE UNDERSIGNED HEREBY REQUEST RELEASE—OF�ELECrRIC--AIP-POWER TO
THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THDZTY (30)
DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND. EQUIPMENT IN
PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF
THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS:
1. This temporary power release in requested for the above stated purpose only,
and there will be no occupancy of any type, other than that permitted by
construction during this time period.
2. As witness by our signatures, we hereby agree to abide by all terms and
conditions of this agreement, including Building Division Policy, which is
incorporated herein by reference.
3. All conditions and requirements listed in the attached document entitled
Requirements for 30 Day Power for Testing" have, been ful£dled and the
premises is ready for compliance inspection.
WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY,
AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF
NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS
TRANSACTION, INCLUDING ANY DAMAGES WHICH MAY BE INCURRED DUE TO
THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF
THIS AGREEMENT.
JY
r(r 45&n_ IrJD21p
ST. LUCIE COUNTY PUe WORKS
BUILDING & ZONING DEPARTMENT
2300 VIRGINIA AVENUE PEA/ 1
FT. PIERCE, FL. 34982-5652
561-462-1553
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications
for building permit involving the construction of new residence (single or multi -family), residential addition, any accessory structure requiring
a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural
walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance, please contact
the Building Inspection Office at 462-1553 or 462-2172.
PROJECT NAME
A rJ HAFL Q r-3a2 I
OFFICE USE ONLY
STREET ADDRESS
PRNUM13ER
-�-.zaaca iai..au
PERMIT NUMBER
OCCP.TYPE
'
CST. TYPE
CERTIFICATION STATEMENT:
I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE
BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES
CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS
DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED
BY CURRENT CODE PROVISIONS.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (Please check or complete the aooroorite box)
1. STANDARD BUILDING CODE 1997 EDITION ASCE 7-95
2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED •� PARTIALLY ENCLOSED_ OPEN BUILDING_
3. BUILDING HEIGHT: Ito FT 4. WIND SPEED USED IN BUILDING DESIGN: 144> MPH
S. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE H): G
6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE:
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE
8. IMPORTANCEIUSE FACTOR (OBTAIN FROM BUILDING CODE): %
B. LOADS: FLOOR Tr`yf+ PSF ROOFIDEAD: 9� PSF
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES
explaination)
415 PSF
Z(o PSF
ROOFILIVE: -+0 PSF
NO_ If NO, why? (attach
11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES _ NO _ If NO, why? (attach
explaination)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES _ NO_ If NO, why? (attach
explaination)
13. I MINIMUM SOIL BEARING PRESSURE: PSF ,
AS WftNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS'CERTIFI IO
IS TRUES AND
� CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
>�",
NAME: i�VA CERTIFICATION NO: `•E• � %05
DESIGN FIRM:( DATE:
SL FoarA146-moAP.
Carlson Engineering Inc.
Consulting Engineers/ Planners
NEXTEL Indrio 5outh
5tructural Calculations on 5upport Frame
December 2001
,r
4110 Aurora Street, Coral Gables, Fla.
305 4.614252 ph. 305 4618387 fax
i
CARLSON ENGINEERING, INC.
4110 AURORA STREET
CORAL GABLES, FL 33146
(3DS) 461-4282
Indrio South / NexW Communications
xe
aHECKED er m
Installation of United 5tructuras Shelter 1P-G z w-O'
Weight 22614lbs
NpcWELIuiptnentWeight 15" Ibs
Total Shelter Weight 57614 [be
Frame Design weights
Frame span is
27 ft
Column spaGN is
21 ft
end to shelter (a)
105 ft
Assume primary beams carry half shelter weight as two equal concentrated
bads Wneuically placed
57614 Iles/ 4 = 94035 b wncerttrated bads
Max Moment Pa 95736.8 ftrlbs
95.7368 fr-ldps
Find Equavalent Uniform bad per A15C table 2-295 (Ver 9)
simple beam design
equwalent simple span uniform bad is f'P= 2507913 Hs/ft
25A7913 1"I t
f= 2-OW
P=toWV4= 94055
5"1W primary beams from table 2-55 with span = 60 ft WI4X99
allowable udl =
92 tipol t
allowable udl / 15 =
61
safety factor-- al6avable/actual loads
2-4
Page 1 of
CARLSON ENGINEERING, INC.
4110 AURORA STREET
CORAL GABLES. FL 33146
(305) 461-4282
iaBdar,_ i►oaao d.row
sWrrn
CM=UTMsr P!?G wM D'EG Z 7*1
verify by fiance analysis to bidWa wind bads
12 kivs mdps
151"
loft
mau moment = 98.7368 ft-kips
maxskess= 0.6fyor21.6ksi S=mfs
Solve for min. station nnduks (s)
min. requ'ved s= m121.6 5426W in ^3
nwm7mm&=mw9=7Mb-5
Size 5ecordary members
Span= Z7ft
see amadwA beam analysis
Load is 940 IbSM 18807 $s as 2D'-O" udl
Max rrommt is 85.6 ft kips
per ASP ver 9 table 2-TP2
min.beams'veat27foot epanis WI2x5O
K1=R2 9.404 kips
Page 2 of 5
0
CARLSON ENGINEERING, INC.
4110 AURORA STREET
CORAL GABLES, FL 33146
(305) 461-4282
5izr connections
Jm rJz.ILS1, � Vote
SHWHO. 3 OF
mcur®er 244- nmEyvG ?Wet
aev®ar oATE
SCALE
W14x99
W12x53 0
COPE I" AT 0
TOP FLANGE 0
2-6"x&"x 35" ANGLE
DEVIL. A
Column Capacity
8X8"K3/V suummal tube
length = 35 feet compact section
allowable bad 380 laps
Antenna Attachment at Masonry Parapet well
Antenna area= 4 sekfeet
AppbM worst case wind bad -12652 psf
Appal bad at attachment bracket fasteners
-1265"4= j.106.0b Ors
Applied load / No of fasteners 12652 Ws per fastener
Simpson wedg-it ancims
Fastener is spedlied as 31V diameter x 4" m7ansion bolto
with shear and pull capacity of 840 [be tension
570 lls shear
Page 5 of 5
CARLSON ENGINEERING, INC. J0B�
x.
4110 AURORA STREET SHMMD- of
CORAL GABLES, FL 33146 q� 1G�
(305) 461-4282 CA =XAYM B DME
aEC®er DAM
sr -LE
VANMOAD Analysis per
ASCE7-95
NEXML Indtio South
aserb>�i� r
Ta Buildt3asicwind
Factor OM
Speed (V)
14Structural�PiahrralF10
Table CS-2 Values
Exposu—
9.500
— 900.000Type
Emg
Sbpe of Roof ('theta) 0
of Roof IvtonosEaveHeight(f]d)115Ridge
Heigh (RHt) 115
� Roof Heigh(Ht) 110
Table C6.6 Vahms
Perp. in(B) 300
— 0.105
Parallel to Wmd (L)75.
— 1.000
DampmgRati
— 0.154
Bm = 0.650
— 0200
— 500.00 ft
— 02W
m = 15.00 ft
A5CE 7 -95 Carlson Engineering, Inc Page No, f oP 6
obeta
a€3hrmdrae Tah'l3eirl
VLeast Nor¢onlal Dim
VT
Struchne
�
Gust
Obi
aCirStF>d13ort f�dS6�oCisRF-��'.•:�.�'sts;:';`aa;•-:. is
r'.c `(331z)`0.167
--
l•(md33Y'Epsilon �
(U(1+O.G;i'((B+HtyLanr0.63)y'0.5 '�
0.9` (1+7'Izm`Q 1+7'lan OB07'Q
WistF�Ca[is:gWOL.R�earDyo>aAieaQ}jS�T
-
to,
&se-es§2§®
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P
I
CARLSON ENGINEERING, INC.
4110 AURORA STREET
CORAL GABLES, FL 33146
(305) 461-4282
im 2'ava�o
SHMNM(I
rxanATMer Vac DATE VIC 2001
lLoD
Walls(PapevffcwfD758wm2)
4SD
-34.10
13M
Wa®s (Parallel to 75 ft wall)
-020
-19.73
0"
d
-0.70
43.69
23.
Roof-Kmealb
(ITre�i
Vtrwakmd � 0tto 559f
4M
-6327
-02
Wmdward Edge: 55 ft to 110 ft
lfrom
-0"90
-5i327
-32-
WmdWvard Edge:110 ft to 220 ft
-0.50
-34.10
-1381
V4UKhward . > 220 ft
-0.70
-03.69
23.
f�-P0raMdID
(N7lreb)
WmdWraid Edges 0 ft to 55 ft
-1.04
-09.98
Wmdward Edge_ 55 ft to 110 ft
-0"70
-43.69
23.
Wmdward Edge: 110 ft to 220 ft
-0.70
13.69
23.
Tf1TmdWrard : > 220 ft
-0J0
13.69
23"
A,SCE 7 _95 Carlson Engineering. Inc Page No. 3 of 6
CARLSON ENGINEERING, INC.
4110 AURORA STREET sffrND. ': aF
CORAL GABLES, FL 33146
(305) 461-4282 CALCULM» M T) �- WE VVW. Zoo i
cmecicm ev
CARLSON ENGINEERING, INC.
4110 AURORA STREET
CORAL GABLES, FL 33146
(305) 461-4282
ace 116,cTu..rvQ�o Swt-aM
SHMM. B OF
CALCULOMer DATE TJtc' 2e01
Table 6.8: Fome Coefficients for Solid Signs
0
0�
1) Signs with opentngs comprising less than 30% of gross area are considered solid signs
2) Signs Where dice from ground tp bottom edge a less titan 025 times vertical dat mmm are
considered at ground I&M
v - ratio of beight l o width M - Larger dimension of sign N - Smaller dunmsion of sign
Table 6-9: Force CoeRicients Open Signs and Latdm
Sobd8r
Ratio
(e)
Cf
F1atSideer
em
Mbs
Round Members
D � Al LL D > Al ft
<0.1
1.2
1-2 0.8
_l fb m
1.8
1.3 0.9
.3tss 7
1.6
1.5 1.1
Notes: 1) Signs with openings compnsbng 30% or more of gross area are considered open signs
e - ratio of solid area to gross arm
D - darrieter of typical rand member
Carlson Eng"urcairg, Inc
Page No. 5 of 6
CARLSON ENGINEERING, INC.
4110 AURORA STREET
CORAL GABLES, FL 33146
(305) 461-4282
,.. tJFi l K--
SHED ND. OF
MCuwTMar a,c- mm OGG �l
NEXTEL Indrio South
Table 640: Force Coefficients for Trussed Tawrers
Flat Member
Rand
Member
Factor
Rouad
Factor for
tgirrd on
Solidity
Roo
(e)
Square Triangle
Tower Tower
Sgrwe Triangle
Tower Taxer
0.05
3.72 3.17
0.57
2.12 1.81
1.04
0.10
3.45 296
0.68
1.98 1.70
1.08
0.15
T2 277
0.58
1.86 1.61
1.11
020
298 2.60
0.59
1.76 1.53
1.15
025
278 244
0.60
1.67 1.47
1.19
6.30
259 230
0.62
1.60 L41
120
0.35
243 217
0.63
1.53 1.37
120
0.40
228 206
0.65
1.49 1.34
120
16 1.97
0.67
1.45 1.33
120
05 1.90
0.70
1.43 1.33
120
.97 1.54
0.72
1.42 1.34
120
.90 1.80
0.75
1.43 1.36
120
.86 1.78
0.79
1.46 1.40
120
RH
.83 1.78
0.82
1.50 1.46
120
.83 1.79
0.86
L55 1.53
120
.84 1.82
0.90
1.65 1.63
120
1.88 1.86
0.94
1.76 1.75
120
1.93 1.92
0.98
1.90 1.89
120
01 2001
1.00
201 200
1 120
Notes: 1) Factor is to be appried to wind on dogonal or square rower.
2) VVW forces on tower appurtermces (Ladders, conduits. ligts, elevators, etc- shag be detemined
by using appropnate face coefficients for these elernents.
ASGE 7-95 Carlson Engineering, Inc Page No. 6 aF6