HomeMy WebLinkAboutSUBMITTED PAPERSUSE ONLY r.. °+ BP #: +
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IMPACT _
FEE
OFFICE USE ONLY: /�- 1, �D/a
DATE FILED: `� 7. �� �y
PLAN REVIEW FEE: _ �_ RECEIPT NO.: ���--l--VO7 PERMIT NUMBER I D
CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.:
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
1.
2.
3.
4.
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue
SCANNED Ft. Pierce, FL34982-5652
BY 772-462-1553 .
St. Lucie County
APPLICATION for BUILDING PERMIT '��f
CERTIFICATE of CAPACITY/ZONING COMPLIANC-
PROJECT INFORMATION
LOCATION/SITE ADDRESS: 3100 Ocean Drive, Fort Pierce, FL 34949
PROJECT NAME: SITE PLAN NAME: M154XC015 Cabinets (/
PROPERTY TAX ID #: . 1425-606-0083-000-3 o O O . C
LEGAL DESCRIPTION (attach extra sheets ifnecessary): SANDS ON THE OCEAN r^
5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO.
SCHOOL
IMPACT
ROAD
IMPACT
CREDIT
Y
N
LAW ENF
IMPACT
9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: common area / rooftop
FEE
FEE
FEE
.�.,
FIRE/EMS
IMPACT
FEE
DRIVEWAY
REQUIRED
Y
N
\DRIVEWAY
FEE
ADMINISTRATIVE
VARIANCE FEE
10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY:
Remove 3 existing antennas and install 3 antennas, and 9 remote radio units to existing rooftop wireless
\.
SPECIFY
SUBS
REQUIRED
MECHANIC ROOF
ELECTRIC GAS
PLUMBING _
NON -CONFORMING
LOT OF RECORD
FEES.
MISCELLANEOUS
FEES
facilities.!_ ----
.-
11. SETBACKS (ACTUAL) FRONT: BACK- RIGHT SIDE: LEFT SIDE:
12. TYPE OF CONSTRUCTION (Check all appropriate boxes)
[ ] NEW CONSTRUCTION 8✓ EXPANSION/ADDITION [ ] INTERIOR RENOVATION
DATE SENT TO ADDRESSING: �
I
[❑] RESIDENTIAL r/ COMMERCIAL [ ] ;INDUSTRIAL
OTHER (SPECIFY)
13. DESCRIPTION OF PROPOSED USE: wireless communications facility
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
-
DATE
'RECFPJFnl
— -- _
e -
_
D
__
_ __ � v
- -
-.��
_
.-.14 _ -SQ. FT OF CONSTRUCTION: --- - - _ - IS.- SF. FT-Ist-FLOOR__
DATE COMPLETED
16. VALUE OF CONSTRUCTION $a 5+000:00 4�2.p� �? (� •
-
-
'
The value of concoction is used to determine the amount of permit foes to be assessed. St. Lucie County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a
RECORDED Notice ofCommencemeat most be submitted with this application.
SLCCDV Form No.: 001-02
UPDATED 6/25/09
r �
L
OWNER INFORMATION I
V
NAME: Sprint PCS
ADDRESS: 1 International Blvd., Suite 800
CITY: Mahwah STATE: NJ ZIP: 07495
PHONE (DAYTIME): ( mil i 266.5683 (representative: Tracy Snow) Email: aysllcl@gmall.com
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE
FILL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER: SANDS ON THE OCEAN
ADDRESS: 3100 Ocean Drive
CITY: Fort Pierce STATE: FL ZIP: 34949
PHONE (DAYTIME):
CONTRACTOR INFORMATION ✓�-7 p
ST. of FL REG.CERT #. CGC1504679 ST. LUCIE COUNTY CERT #: o� / � O i�
BUSINESS NAME: New Tech Construction Corporation
QUALIFIERS NAME: Mary Sims
ADDRESS: 240 Rich Street
r ICITY: Venice STATE: FL
PHONE (DAYTIME): (n 485-,8988 FAX NO.
ARCHIT/ENGINEER. Yen Wang
ADDRESS: 2 South University Drive, Suite 245
CITY: Plantation STATE: FL
PHONE (DAYTIME): (9541 577-4655
BONDING COMPANY: N/A
ADDRESS:
CITY:
STATE:
ZIP: 34292
Email: mary@ntctowers.com
ZIP: 33324
ZIP:
MORTGAGE LENDER: N/A
- =-ADDRESS:
CITY:
STATE:
ZIP:
IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification
it will be voided and returned to you by mail.
CERTIFICATION:
This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity,
if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all
work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits
may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,
AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application.
St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such
structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply.
The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory
structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non-
residential use.
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO
ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN
GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO
THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT.
2n x Z
OWNER OR CONTI GhCTOR SIGNATURE
STATE OF FLORIDA
COUNTY OF C���j��
The foregoing instrument was acknowledged before
me this day of ttllQl 1 201
by
who is personally known or has produced
as identification.
Signs f Notary
..0 Notary Public State of Florida
gp9�4SVCne-Snyder - -
'Mmmission EE 146858
,� Expires 11/1612015
6/1� )W7 "
STATE OF FLORIDA—
COUNTY OF Q��
The foregoing instrument was acknowledged before
me this II day of AuaUT� 20
by MILI2.ln S1MS
who is personally known, -(, or has produced
r
as identification.
Commission No.
Justine
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR
THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION.
OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS.
For specific instructions see appropriate permit checklist.
1710 Surrey Trail
Wimauma, FL 33598
aysilcl@gmail.com
Mobile: 941-266-5683
Fax: 813-436-5252
Date: August 29, 2012
To: St. Lucie County Planning and Development
2300 Virginia Ave.
Ft. Pierce, FL 34982
RE: 3100 OCEAN DRIVE, FORT PIERCE, FL 34949 1 PID: 1425-606-0083-000-3
Enclosed please a building permit application package for the above
referenced property:
o Check for $75.00 for cabinet permit application
o Check for $75.00 for tower permit application
o Building Permit Application — Tower
o Building Permit Application — Cabinet
o Building Permit Sub -Contractor Agreement — Tower
o Building Permit Sub -Contractor Agreement — Cabinet
o Original signed and sealed Bond Letter
o St Lucie County Security Bond Document
o Copy of original Memorandum of Lease and First Amendment
o Four sets of signed and sealed construction drawings
o Four signed and sealed structural analysis reports
Please send all correspondence, receipt for the fees paid and the permit
number, once assigned, to my attention to aysllcl(cDgmail. com or via fax to
813-436-5252. Please do not hesitate to contact me if you have any questions
or concerns. Thank you in advance for your assistance and prompt attention
to our permit_application submittals.
B st R a s,
Ta yB. w
Advanced Vertical Solutions, LLC
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE COMPLIANCE DIVISION
BUILDING PERMIT
SUB -CONTRACTOR SUMMARY
I�Qa,JTec� i'on5�1N{ Dh I IV 1�iV`I �jj M5 will be using the following sub -contractors for the
(Company/Individual Name)
projectlocated
address or Property Tax ID #)
It is understood that if there Is any change of status regarding the participation of any of the sub -contractors
listed below, I will Immediately advise the Building and Zoning Department of St. Lucie County.
Trade
Name of Company/Contractor
St. Lucie County/
State of Florida
License Number
Electrical
Plumbing
HVAC/
Mechanical
Roo£mg
Gas
1
OFFICE USE ONLY:
PERMIT I ISSUE DATE:
NUMBER:
PLANNING & DEVELOPMENT SERVICES
Building & Code Compliance Division
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number:
State of Florida Certification Number (If applicable): CG a9D !%E
�(/L,94=— have agreed to be the
(Company Name/individual Name)
sub -contractor for /)&w TEeW
(Type of Trade) (Primary Contractor)
for the project located at 3/00 QeeFhW
(Project Street Address or Property Tax ID #)
It is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDv
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
ORIGINAL SIGNATURES ARE REQUIRED
SIGNATUKLK PRINT NAME ATE
Business Name:
Address:
City/State/Zip:
- _-_ - - - Phone: - - - --
OFFICE USE ONLY:
PERMIT # ISSUE DATE
/nc . i
V'r L o ✓�
Property Appraiser - St.Lucie 7 - rity, FL
Page 1 of 1
PROPERTY RECORD CARD
Sands on the Ocean Section 1
Association Record: t of 1
<<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
Property identification
kV1CIEC0
Site Address: 3100 N A1A
Sec/Town/Range:
ParcellD: 1425-606-0083-000-3
Account #: 175694
�Gy
rn
Map ID:
Land Use: Condo
,
Zoning:
City/Cnty: St Lucie County
Ownership and Mailing
Legal Description
Owner. Sands on the Ocean Section
1 Association SANDS ON THE OCEAN- SECTION 1- 30 GARAGES
Address: 3100 N AtA
Fort Pierce FL 34949
Sales Information
Assessment 2012 TRIM Total Land and Building
Date Price Code Deed
Book/Page 2012 TRIM: 210000 Land Value: 0 Acres: 0.02
Assessed: 210000 Building Value: 210000
Ag.Credit: 0 Finished Area: 0 SgFt
Exempt: 0
Taxable: 210000
Taxes: 4248.58
BUILDING INFORMATION
No Sketch
Available
No Image
Available
Exterior Features
View: -
RoofCover:
-
RoofStruct: -
ExlType: -
YearBlt:
Frame: -
Grade: -
Ef1YrBlt
PdmeWall: -
StoryHght: -
No.Units:
SecWall: -
Interior Features
BedRooms: 0
Electric:
-
PrminlWall: -
FullBath: 0
HealType:
-
AvgHUFI:
112Bath: 0
HealFuel:
-
Prm.Flors: -
%A/C: 0
%Heated:
0
%Sprinkled: 0
Special Features and Yard Items
Land Information
Type Y/S City.
Units Qual. Cond.
YrBlt. No. Land Use
Type Measure Depth
PGAR - Condo GAR Y 30
7000 AV AV
1983 1 0400-Condo
OF -Unit 0 0
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
http://www.paslc.org/pasle/prc.asp?prclid=l42560600830003 9/4/2012
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Tuesday, Sep 04, 2012 01:05 PM
This instrument prepared by:
Michael Christiansen
Mastriana & Christiansen
1500 North Federal Highway, Suite 200
Fort Lauderdale, Florida 33304
Return this instrument to:
Michael Chnsuansen
Mastriana & Christiansen
1500 North Federal Highway, Suite 200
Fort Lauderdale, Florida 33304
JOANNE HOLMANr CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
File Number: 1949431 OR BOOK 1427 PAGE 2770
Recorded:08/2B/01 11:56
* Doc
Assump:
$
0.00
* Doc
Tax
$
0.70
* Int
Tax
$
0.00
Do not write above this line - this space reserved for recording purposes
EXHIBIT B April99
Site Name Saands on the ocean Condominium PCS Site Agreement site I. D. M154XC015
Memorandum of PCS Site Agreement
This memorandum evidences that a lease was made and entered into by written PCS Site Agreement dated //-'I -moo 0 0
2000, between The Sands on the Ocean Condominium Association (*Owner) and Sprint Spectrum L.P., a Delaware limited
partnership ('SSLP").
Such Agreement provides in part that Owner feges to SSLP a certain site ('Site) located at
d J N-4-1-A City of �r `f/ERc r County of
G uG State of Florida, within the property of Owner which is described in Exhibit A attached hereto, with
grant of easement for unrestricted rights of access thereto and to electric and telephone facilities for a term of five (5) years
commencing on , 2000, which term is subject to four (4) additional five (5) year extension periods by SSLP.
IN WITNESS WHEREOF, the parties have executed this Memorandum as of the day and year first above written.
"OWNER"
By: S eq Al ZWV O&ZAA1
Name, dAl 1T'R Y 14 • G'iG'4)e"'V .'F
Title: ??Iek-s'; b'rn/T
vvimesses as to vwner: -
Printed Name: ::Zin6eTNY K_ C=e�TLt
BE NIONP-0 i� . L .
Attach Exhibit A - Site Description
"SSLP"
Sprint Spectrum L P., a Delaware limited partnership
By: %f ✓ L(..��
Na e: ��i�✓YI�P�S1 ,,���0 YLO_�/
Title S q. S1 �'C.. c-J . L ieO [.Jr
Printed
Printed
as to
5kim
OR BOOK 1427 PAGE 2771
OWNER NOTARY BLOCK:
STATE OF F'4 A -
COUNTY OF 37- L uc- / r-
The foregoing instrument was acknowledged before me this to
O by A irA y ❑ by
day of Alo cJ 2000,
as
otiZ4✓AS riiV 7`" /9L4.4Na corporation, on behalf of the corporation,
by fA AAB- t 4 rh.or partner (or agent) on behalf of a partnership.
(AFFIX NOTARIAL SEAL)
My commission expires:
SSLP NOTARY BLOCK:
STATE OF Y G;iOV .
COUNTY OF
�-1q/0.... A jpo�
(OPEFICIAL NOTARY SIGNATURE)
NOTARY PUBLIC —STATE OF
r� James A. Reeves
NCC71T
AM1.202
Eon+Au
(PRINTED, TYPED OR STAMPEDsmroRY)
COMMISSION NUMBER' CC_ 7V)f4 : U
The foregoing instrument
was acknowledged before me this day of 2000, by
�-/I7yt.L?� !/ll ��CG'L%✓c (/T ���0/Z of
Sprint Spectrum L.P., a Delaware limited partnership, who executed the foregoing instrument on behalf of such corporation.
O,jay4
SEAL) (OFFICIAL NOTARY SIGNATURE)
NOTARY PUBLIC —STATE OF yL(O y'h
Y ! ..may ccmmisswn�expnes:
/.
MyCommission Exphes
March 19, 20104
EXHIBIT A Apn199
J ante Sands =zheOcean PCS Site Agreement Site1. D. M154XC015
Site Description
Siva situated rn :ne City of __ `� County of St. Lucre. State of Florida commoniv cescaoeo as follows:
Le;ai Description:
All of THE SANDS ON THE OCEAN CONDOMINIUM SECTION ONE. a ,
Condominium, according to the Declaration of Condominium recorded in O.R_ Book I.
.104. Page 1995, and all exhibits and amendments the:eeo4 Public Records of St. Lucie
County, Florida-, Less and except all of the Units within the Condorninit:m.
.nw
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ro.
Q
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at
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sto d
0.
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—
o "' e
a
Owner Initials
. aao�iamsar.mn
SStP Initials ✓ ii __
OVEP.ALL SITE P! AN
Note: Owner and SSLP may. at S LWs option. replace Uris Extdba wmi in evutid selling form the legal description of the property on which the Site is
looted WWOr an MWYA drawing depktlng the Sde.
11136tics Exhibit A for PCs Sae Agree ent. Manarandum of PCS Sae Agmemed, optlon Agreementand Memorandum of option Agreement]
4
INTEROFFICE MEMORANDUM
TO:
LEASE MANAGEMENT
FROM:
LAURAAM ES
SUBJECT:
ORIGINALDOCLZ ENTTOINSERT
DATE:
09/24/01
RE:
M154XG15,SANDS ONTEEOCEAN OONDO
Please incorporate this Original Recorded MOL into the final Property Close Out File for site.
IF YOU HAVE ANY QUESTIONS... JUSTLETN E KNOW.
THAT -MS.
Market: Miami(West Palm
Region: South
Nestel Site: M154XCOIS / Sands on the Ocean
FIRST AMENDMENT
TO PCS SITE AGREEMENT
This First Amendment to PCS Site Agreement {"Amendment") is made as of this 160% day of
2006, by and between The Sands on the Oceans a Condominium, Section 1,
AssocWtion, Inc. a Florida not for profit Corporation, with a mailing address of 3100 Ocean Drive, Fort
Pierce, Florida 34949 (hereinafter referred to as "Owner") and Sprint Spectrum LP., a Delaware limited
partnership with offices located at 851 Trafalgar Court, Suite 300E, Maitland, Florida 32751 (hereinafter
referred to as "SSLP')
WITNESSETH:
WHEREAS, Owner and SSLP entered into a certai& PCS Site Agreement. dated November 28,
2000, (hereinafter referred to as the "Agreement"), for premises consisting of approximately three hundred
forty five (345) square feet located on top of the Owner Condominium at 3100 Ocean Drive, Fort Pierce,
Florida (the `Building'), and all access and utility easements, if any (hereinafter collectively referred to as
the "Premises'); and
WHEREAS, Owner and SSLP agree that the Agreement provides that SSLP shall have the right to
operate communications services at the Premises; and
WHEREAS, the parties now desire to modify and amend the Agreement in order to increase the
square footage of the Premises, adjust the monthly agreement fee, and update SSLP's notice addresses.
NOW, THEREFORE, in consideration of the mutual covenants contained herein and for other
good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties
agree as follows:
1. The Agreement is.amended to reflect the addition of 130 square feet of ground space on the
south of the building for the installation of a generator and supporting equipment. The parties also agree .
that the costs for any renovations to the Owner buildings required to accommodate the installation of
SSLP's generator shall be home by SSLP.
2. . Paragraph 3 of the Agreement is amended to reflect an increase of Two Hundred Fifty and
Zero Dollars ($250.00) to the monthly agreement fee currently in effect as of the start of construction of
the modifications under this First Amendment.
3. Paragraph 6 of the Agreement is amended to update SSLP's notice addresses as follows:
Sprint Contracts & Performance
Mailstop KSOPHT0101-Z2650
6391 Sprint Parkway
Overland Park, KS 66251-2650
Pagel of
Marken Miami/WestPalm
Region: South
Neatel Site: NE 54XCO15 / Sands on the Ocean
With copy to:
Sprint Law Department
Mailstop KSOPHT0101 Z2020
6391 Sprint Parkway
Overland Park, KS 66251-2650
Attn: Real Estate Attorney
4. Paragraph 19 of the Agreement is amended to reflect the addition of the following
provision:
If the Owner should renovate the building that contains the SSLP's generator and supporting
equipment at a future date, and in addition, the Owner decides to upgrade the Owner's main generator to a
size that will accommodate both the Owner and SSLP's current needs, futue needs, and be commercially
viable, the parties agree to negotiate in good faith with regard to the size and type of generator, the
location for installation of the proposed generator, the costs and expenses associated with such
installation, and the maintenance associated with such an upgrade.
5. Exhibit A of the Agreement is amended to include the attached Supplement to Exhibit A.
Any and all references to Exhibit A shall hereinafter include Supplement to Exhibit A.
6 Effective as of the date of this Amendment, SSLP has the right to do all work necessary to
prepare, maintain and alter the Premises in accordance with this First Amendment and as may be
necessary for SSLP's business operations at the Premises. All alterations, changes and equipment
modifications made pursuant to tbn First Amendment shall be made m compliance with the terms,
covenants and conditions of the Agreement, as hereby amended, and shall remain SSLP's personal
property and are not fixtutres. Owner and SSLP further affirm that title to the SSLP's Facilities (including
any modifications made in accordance with this First Amendment) shall be held by SSLP.
7. Miscellaneous.
(a) All capitalized terms used herein, unless otherwise defined herein, shall be defined in
conformity with the terms and conditions of the Agreement.
(b) In case of any inconsistencies between the terms and conditions contained in the
Agreement and the terms and conditions contained herein, the terms and conditions herein shall control.
Except as set forth herein, all provisions of the Agreement remain unchanged and in full force and effect.
-- a = _ - —� — — ---
-SLP-sGall�mave the right to record an ainnended-Memorandum of PCS Site Agreement- in -
the official Records of the Owner where the Properly is located. Owner agrees to execute an amended
Memorandum of PCS Site Agreement for recording upon request by SSLP.
(d) This First Amendment may be executed in multiple counterparts, each copy of which shall
be deemed an original document.
Page 2 of 4
Market: Minmi/West Palm
Region: Sonth
Nextel Site: M154XCOIS / Sands on the Ocean
IN WITNESS WHEREOF, the parties have executed this instrument as a sealed instrument as of the day
and year fast written above.
OWNER 4k� A
Ta G Sands on the OceEgCondominium
%a Florida not for profit corporation /
9u-na,-t_., Assaa,Az,o4 ?tiu)
SSLP:
Sprint Spectrum L.P., a Delaware corporation
By:A. ° b'
Name: -Richard Estevas Name: David Wong
Title: Vice President
Date: 9I t b/oG
Witnesses for Richard Estevas:
Print Name: A-wNlk-YNL giomm
lgz�
Title: Area Manager Site Development
Date: At /!JG
Witnesses for David Wong:
Page 3 of 4
Marbet:36ammiestpalm
Region: South
Nestel Site: 1VR54XC015 / Sands on the Ocean
SUPLEMENT TO EXEU BIT A
to PCS Site Agreement dated November 2& 2000
DFSCRIMON
To the Fist Amendment to the PCS Site Agreement datedNovember28, 2000, by and between Sands on the Ocean
Condomioim , a Florida not for profit Cordon as Owner, and Sprint Spechnm LP, a Delaware corporation as SSLP.
SEE ATTACHED
aamom
aaor MP
WIt SIB:fM
attaUMa MS-oansom mewm LAIM
:gym staooaurtRM enrsMUascDraeoe:
siao
Pap of4
Planning & Development Services
Building & Code Regulation Division
Permitting Department
2300 Virginia Avenue
Fort Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578
Date: 11 September 2012
Receipt #: 0000087908
Permit Number: 21Ln
Job Address: 3100 N A I A PROJECT
tmount: $75.00
Paid With: CK
Check Number: 1246
Receipt
Paid By: ADVANCED VERTICAL SOLUTIONS, LLC
Received By: humphreya
Online address: http://www.stiucieco.orgtplanning/permitting.htm
Fevel' c -
&e'h"I.
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JOSEPH E. SMITH,CLE '� THE CIRCUIT COURT - SAINT LUCIE COUNT
FILE N 3761927 OR I3� :�46 PAGE 1404, Recorded 10/25/2012 ` :10 PM
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NOTICE OF COMMENCEMENT
Permit No. Tess Folio No.
Stateof odda County of St. Jude
The undersigned a Yes notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes,
the following Information is provided In this Novice of Commencement
Legal Gesvlptlon of Property: (and street address if available): epmese.m ussxars
sumsoxrla;acuNnlmwnvatrmn.aysauaenm,l.xseoaoonsma
General desaiptbn of Imlloremem: a.�meau.bm
m Rmbeevwaew.pew...le.au..mesa
Owner IMarmatlon or Leisure Irrmnnatlun H the Lessee contrasted for the Impwement:
Name easeyTa
Address Ixreevw tra. sbbmo, uan..n,Wma%
Name
Clxmactors Name: x..T.mca.mamouw.ve�¢oclm%nituv sum
ContatlarAddress• zao Rica. vnsana.sn Phone Number P.lQ) ur
Surety (if applicable, a copy of the payment bond is attached); Amount of bond: $
Name and address: w" Phane number.
lender Name: NA Phone Number.
Pwsom within the Siam of Florida designated byOamer upon whom notes or other documents maybe served as provided bySectlon
713.1}II) (a)7. Florida Stamens:
Name: IWvi Averl Phone Number. 321 N 231
Address: aeaouov.uwliib.y.su zeo.a.o.e.naasl
In addition to himself or herself, Owner designates Wa.l lonoy of Dove
Lierwfs Notice as provided In Section 713.13(1) (b), Florida Shammy.
Phone number of person or entity designated byowner. anasaaal
the
Expirationdateofnotioeofcommenwment: (the expiration datemay not be before the eompletiun of construction and final payment to the
contractor, but will be 1 yearfrom medam of recording unless a different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BYTNE OWNERAFTERTHE EXPIRATION OFTHE NOTICE OF COMMENCEMENTARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.23, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE 108 SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under pen of pedury, I declare that l have read the foregoing notice of commencement and that the facts stated therein are true to the best of
myEnawl dbellef.
(SignaN Vow or Lessee, orOwners or Lessee's Authorized Officer/Olrrzctor/Panrier/Manager
lw l(nc.P
(iigwtoryrs Tile/Offices)
The mregoing irlste/ujme�ntwsnacknow/ledgedbefomm{ethk2l—dayd(.! 2(Ay .20Lora Ems- ,,, I �+,., (�
BY� //��.0 IC_-s�//� eos as (.0 " L� for I ),f i///7 /! F r�. 1,\�
Name of Person Type of authority (e.g. officer, tmrtee) P on behalf/ whominstmmemvvasemAc%md
404 —
( of Public -Stale of Flodda ",n':'w;•., IYlunwnGorproducedldentillcatkn_
ry ) RACNEL L RANDALL
(P Type, or Stamp Cammissioned Name of t�: Notify Public -Slate olTypid/} entiiration Produced
.' My Comm Eapoes Jan 15.2015
Commnsm / [F s]gL
STATE Of FLORIDA `4
ST. LUCIE COUNTY ?
THIS IS TO CERTIFY THATTHIS IS A pSTcrgy.y
TRUE ARD CORRECT COPY OFTHE <o; t;S" 2 ry�
T•': Jai "i I..L:�
ORIGINAL.
J 0 H ITH, ERK
D�O0—y�( K7 d' FFc.co�.
Date:
te: L
mS
MORRISON HERSHFIELD
STRUCTURAL CALCULATION
SITE NUMBER: Sprint #MI54XC015
ADDRESS: 3100 Ocean Drive
Fort Pierce, FL 34949
PROJECT # 7123001
FOR
Sprint Network VISION
DATE: February 28, 2012
PREPARED BY
vIORRISON HERSHFIELD CORPORATION
2 SOUTH UNIVERSITY DRIVE, SUITE 245
PLANTATION, FL 33324
PFAX: (954) 577-4656 5 ,�s%`; p.%N'WArgN,
No 62209
Yan Wang, PE
FL License # 62209
u
2 South University Drive, Suite 245, Plantation, FL 33324
Ph: (954) 577-4655 Fax:
j
m
MORRISON HERSHFIELD
Project #: 7123001
Site: #MI54XCO15
PURPOSE
REFERENCES
DESIGN DATA
WIND LOAD CALCULATION
STRUCTURAL ANALYSIS
APPENDIX A: Platform Calculation using STAAD Pro
Date: February 28, 2012
By: YW
ran
MORRISON HERSHFIELD
Project #: 7123001
Site: #MI54XCO15
PURPOSE
Date: February 28, 2012
By: YW
Perform structural analysis of an existing rooftop steel platform to determine its adequacy to
support the proposed equipment loads.
1. 2010 Florida Building Code.
2. ASCE 7-10, Minimum Design Loads for Building and Other Structures.
3. AISC, Manual of Steel Construction, 13`t' Edition.
4. Building Code Requirements for Structural Concrete ACI 318 and Commentary ACI
318R.
5. Sprint PCS construction drawings by Arcadis Geraghty & Miller dated November 1,
2000.
2
m94
MORRISON HERSHFIELD
Project #: 7123001
Site: #MI54XCO15
DESIGN DATA
DESIGN CRITERIA
Florida Building Code 2010
Design Wind Speed: 160 mph (ASCE 7-10)
Risk Category: II
Exposure: D
PLATFORM DESIGN LOADING
Dead Loads:
(2) Existing Radio Cabinets
(1) Existing Battery Cabinet
(1) Proposed Radio Cabinet
(1) Proposed Battery Cabinet
Steel Grating
MATERIALS
Structural Steel Wide Flange
Structural Steel
X-Bracing Angles
Angles and Plates
HSS Structural Tubing
Standard Pipe
High Strength Bolts
Welding Electrodes
15001bs each (est.)
2900 lbs each (est.)
1500 lbs each
2900 lbs each
10 psf
A992 (50 ksi)
A572 (50 ksi)
A36
A36
A500 Gr. B (46 ksi)
A501 or A53 Gr. B
A325 N or SC Class A
E70XX
3
Date: February 28, 2012
By: YW
M
MORRISON HERSHFIELD
Project #: 7123001
Site: #M154XC015
WIND LOAD CALCULATION
Roof angle (8)
0.00 /
Building length (L) �l
185.0
Least width (B) j
93.0
Mean Roof Ht (h) �l
132.0
Parapet ht above grd
135.0
Minimum parapet ht j
3.0
Ultimate Wind Speed' 160 mph
Directionality (Kd)
Exposure Category
D
C
Enclosure Classif. Enclosed Bui
Internal pressure +/-0.18
Kh case 1 1:5041
Kh case 2 1:504r
Type of roof Monoslope
TODOoraDhic Factor (Kzt)
0.0 deg
Date: February 28, 2012
By: YW
ASCE7 Load Comhmatlons Used
Idin
&.I. Bwd,
Monostope �i�
Topography
Flat
Hill Height (H)
0.0 It
Half Hill Length (Lh)
0.0 It
Actual H/Lh
= 0.00
Use H/Lh
0.00
Modified Lh =
0.0 ft
From top of crest: x = 0.0 ft
Bldg up/down wind?
downwind
Fat Its
exp D
1 Kzt=1.0
downwind I r- V(
zk ,
H/Lh= 0.00 Kr =
0.000
�(Z'
x/Lh = 0.00 Kz= '
0.000
z/Lh = 0.00 Ka =
1.000
- At Mean Roof Ht:
-Kzt= (1+KrKiK3)"2 =--
1.00. --_, - _=
- --- ----
_ R1
12D RIDGE
4
speedup
W
m
MORRISON HERSHFIELD
Project #: 7123001
Site: #M154XC015
Wind on Cabinet
Date: February 28, 2012
By: YW
Equipment length parallel to L = 3.Odft
Equipment length parallel to B. 'i 0�ft
Height of equipment = 6.0¢ft. Base pressure (qz): = 84.2 psf
Dist from mean roof height tocenlroid of Equip = 4.2*,ft
Vertical wind pressure Wind normal to building B
Af= 9.0 sf - Af = 18.0 sf
GCf= 1.500 GCf= 3.10
F'=ghGCfAf= 126.3.Ar(psf) F=gzGCfAf= 261.1Ar{psf)
Fh =
1'ma on riagorm ueam
Wind normal .to buildina L
Af = 18.0 sf
GCf= 3.10
F = gzGCf Af = 261.1 AI
Equipment length parallel to=
20.0
ft
,L
Equipment length parallel to B.=
16.0'ft
Height of equipment=
1.7
ft
Base pressure (gz)=
84.2 psf
Dist from mean roof height to centroid of Equip =
4.2
ft
Vertical wind pressure:'
Wind normal to building B. -
Wind normal to building L
Af = 320.0 sf
Af =
26.7 sf
Af = 33.4 sf
GCf= 1.500
GCf=
3.10
GCf.= 3.10
F=.ghGCf Af = 126.3 Ar (psf) F = gzGCf At =
261.1 Ar (psf) F =.. gzGCf Af = 261.1 Ar
Fv= 40.4 kips. Fh=
Wind on Platform Column
Fh =
Equipment length parallel tot = 0.3'It
'
Equipment length parallel to B = 0.3 It
Height of equipment = 2.5 ft
Base pressure'(gz)
= 84.0psf
Dist from mean roof height to centmid of Equip =' 2.51iiiiiift
Vertical wind pressure Wind normal to building B
Wind normal to building L
Af=0.1 sf_ Af =
0.8 sf
Af =.
0.8 sf
GCf= 1'.500 GCf=
3.10
GCf=
3.10
F =. ghGCfAf= 126.1 Ar (psf) F = gzGCf Af =:
260.5 Ar (psf)
F = gzGCfAf=
260.E Ar (psf
Fv= 0.0 kios Fh =
0.2 kips
Fh,=
02 kips
E
W4 A
MORRISON HERSHFIELD
Project #: 7123001
Site: #MI54XCO15
STRUCTURAL ANALYSIS
Platform analysis was done using STAAD Pro
Refer to Appendix A for calculation details.
Dead Loads:
(2) Existing radio cabinets — 1500 lbs each
(1) Existing battery cabinet —2900 lbs
(1) Proposed radio cabinet —1500 lbs
(1) Proposed battery cabinet —2900 lbs
Steel grating = 10 psf
Wind Load:
Horizontal wind load on each cabinet = 4700 lbs
Vertical wind uplift on each cabinet = 1100 lbs
Overturning moment = 4700*3 = 14100 lbs-ft
Wind on platform,
Horizontal beam = 8700/20 = 435 plf
Vertical column = 200/2.5 = 80 plf
Date: February 28, 2012
By: YW
The existing steel platform was found to be adequate to support the proposed equipment
installations.
Project #: 7123001
Site: #MI54XC015
rrmi
MORRISON HERSHFIELD
APPENDIX A:
Date: February 28, 2012
By: YW
Platform Calculation using STAAD Pro
Tuesday, February 28, 2012, 10:02 AM
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 28-Feb-12
JOB CLIENT Sprint
JOB NO 7123001
JOB REF MI54XC015
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET POUND
JOINT COORDINATES
1 0 0 0; 2 0 0 11; 3 20 0 0; 4 20 0 11; 5 0 0 -2.5; 6 20 0 -2.5; 7 0 0 13.5;
8 20 0 13.5; 9 3.5 0 -2.5; 10 6.5 0 -2.5; 11 10.5 0 -2.5; 12 13.75 0 -2.5;
13 16.5 0 -2.5; 14 3.5 0 13.5; 15 6.5 0 13.5; 16 10.5 0 13.5; 17 13.75 0 13.5;
18 16.5 0 13.5; 19 16.5 0 0; 20 13.75 0 0; 21 10.5 0 0; 22 6.5 0 0; 23 3.5 0 0;
24 16.5 0 11; 25 13.75 0 11; 26 10.5 0 11; 27 6.5 0 11; 28 3.5 0 11;
29 16.5 -2.5 0; 30 3.5 -2.5 0; 31 16.5 -2.5 11; 32 3.5 -2.5 11;
MEMBER INCIDENCES
1 1 23; 2 2 28; 3 5 9; 4 7 14; 5 9 10; 6 10 11; 7 11 12; 8 12 13; 9 13 6;
10 14 15; 11 9 23; 12 15 16; 13 10 22; 14 16 17; 15 11 21; 16 17 18; 17 12 20;
18 18 8; 19 13 19; 20 5 1; 21 1 2; 22 2 7; 23 6 3; 24 3 4; 25 4 8; 26 19 3;
27 20 19; 28 21 20; 29 22 21; 30 23 22; 31 24 4; 32 25 24; 33 26 25; 34 27 26;
35 28 27; 36 28 14; 37 23 28; 38 27 15; 39 22 27; 40 26 16; 41 21 26; 42 25 17;
43 20 25; 44 24 18; 45 19 24; 46 19 29; 47 23 30; 48 24 31; 49 28 32; 50 23 28;
51 19 24;
ELEMENT INCIDENCES SHELL
52 5 1 23 9; 53 1 2 28 23; 54 2 7 14 28; 55 9 23 22 10; 56 23 26 27 22;
57 28 14 15 27; 58 10 22 21 11; 59 22 27 26 21; 60 27 15 16 26; 61 11 21 20 12;
62 21 26 25 20; 63 26 16 17 25; 64 12 20 19 13; 65 20 25 24 19; 66 25 17 18 24;
67 13 19 3 6; 68 19 24 4 3; 69 24 18 8 4;
ELEMENT PROPERTY
52 TO 69 THICKNESS 0.02
DEFINE MATERIAL START
ISOTROPIC STEEL
E 4.176e+009
POISSON 0.3
DENSITY 489.024
ALPHA 6e-006
DAMP 0.03
TYPE STEEL
STRENGTH FY 5.184e+006 FU 8.352e+006 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 2 26 TO 35 37 45 TABLE ST W12X26
3 TO 25 36 38 TO 44 50 51 TABLE ST WSX24
46 TO 49 TABLE ST HSST4X4XO.375
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
29 TO 32 PINNED
MEMBER OFFSET
3 TO 25 36 38 TO 44 50 51 START 0 0.8333 0
3 TO 25 36 38 TO 44 50 51 END 0 0.8333 0
LOAD 1 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1 LIST 1 TO 69
MEMBER LOAD
_ 50_CON _GY" -1500 3__-
-- 39-50"CON-GY�150-8` - -----" - -- -
39 CON GY -2900 3
41 CON GY -2900 8
LOAD 2 LOADTYPE Wind TITLE WLX
MEMBER LOAD
39 CON GX 4700 3
39 CON GX 4700 8
39 41 CON GY 1100 3
39 41 43 CON GY 1100 8
V:\Project\712 Series\712300I Sprint Ericsson ORD-JAX\_ORD JAX Sites\M154XC015\Structural Data\STAAD\Steel Platform M154XC01'
Tuesday, February 28, 2012, 10:02 AM
39 CMOM GZ -14100 3
39 CMOM GZ -14100 8
20 TO 22 UNI GX 435
46 TO 49 UNI GX 80
LOAD 3 LOADTYPE Wind TITLE WLZ
MEMBER LOAD
39 41 CON GZ 4700 3
43 CON GZ 4700 8
39 41 CON GY 1100 3
39 41 43 CON GY 1100 8
39 41 CMOM GX 14100 3
43 CMOM GX 14100 8
3 5 TO 9 UNI GZ 435
46 TO 49 UNI GZ 80
LOAD COMB 4 DL + 0.6WLX
1 1.0 2 0.6
LOAD COMB 5 DL + 0.6WLZ
1 1.0 3 0.6
PERFORM ANALYSIS PRINT STATICS CHECK
PARAMETER 1
CODE AISC UNIFIED
FYLD 6.624e+006 MEMB 46 TO 49
FYLD 5.184e+006 HEMS 1 TO 45 50 51
CHECK CODE ALL
FINISH
V:\Project\712 Series\7123001 Sprint Ericsson ORD-JAX\_ORD JAX Sites\MI54XC015\Structural Data\STAAD\Steel Platform M154XCOI:
n4w
Software licensed to
Job No
7123001
Sheet No
1
Rev
Pan
Job Tide
Ref M154XCO15
BY oate28-Feb-12 cbd
Client Sprint
F11e Steel Plattorm_M154XC01
Daterrinne P8_Feb-2012 09:64
Job Information
Engineer
Checked
Approved
Name:
Date:
I 28-Feb-12
Structure Type I SPACE FRAME
Number of Nodes
32
Highest Node
32
Number of Elements
51
Highest Beam
51
Number of Plates
18
Highest Plate
69
Number of Basic Load Cases 3
Number of Combination Load Cases 2
Included in this printout are data tor.
All The Whole Structure
Included in this Pdntout are results forload cases:
Type
L/C
Name
Primary
1
DL
Primary
2
WLX
Primary
3
WLZ
Combination
4
DL+0.6WLX
Combination
5
DL+0.6WLZ
$ofhvare licensee to
Job No
7123001
I Sheet No
2
Rev
Pen
Job Title
Ref MI54XCO15
6y oetE28-Feb-12 Cha
Client Sprint
File Steel Platform MI54XC01
Date rime 28-Feb-2012 09:54
RPIIIIPfPII DPW
�
Software licensed to
Job No
7123001
Sheet No
3
Rev
Pan
Job Title
Ref M154XCO15
By oatc28-Feb-12 Chd
Client Sprint
File Steel Platform M154XC01
oatemrne 28-Feb-2012 09:54
i
10
16
1
Y Lcod 1
n4w
SOXware licensed to
Jab No
7123001
Sheet No
4
Rev
Part
Job Title
Ref M154XC015
By oatc28-Feb-12 Che
Client Sprint
File Steel Platform M154XCO1
Daten"ma 28-Feb-2012 09:54
MOclef Beams
Soltwafe licensed to
Job No
7123001
Sheet No
5
Rev
Part
Job TiVe
Ref M154XCO15
9y oat628-Feb-12 Chd
Chem Sprint
File Steel Platform M154XC01
Date/rime 28-Feb-2012 09:54
i
1 — \� ��•�\-0ee003It, \
261 lbfif — \ \ .46e00l IM6601
_ Hlbflf
261 [bar �`30• llb 01b\ -2et003lb �\ +
6601b
\ 2eto03 It \
\ \ d.66e+0031b4e601 81611 /
.\ \3+
" a fluff
261 lbflf "
Load a
Model Loads: DL + 0.6 WLX
n Software licensed to
Job No
7123001
Sheet No
6
Rev
Part
Job Tiue
Rat M154XC015
By oaa28-Feb-12 chd
Client Sprint
Fl1e Steel Platform M154XC01
oatarrime 28-Feb-2012 09:54
Ibll
I
Iblll
Ibt
` — \
IEI Je-003I11'
\ ♦ _ \
Ibll i _ � � \ Se'003[to -
BA6e4031bitJe•0031b
2611bttl t`\ 3e'00J Ib — - \
}'-3e'003Ib B.d6e•003Ibfi \ 3e'00316 \
0.66e•003 lb
to
Ib\ 40.0031b
\-2ei00311
GO
\ 6601 �
Y Load 6
Model Loads., DL + 0.6 WLZ
ft Soware licensed to
Jab No
7123001
I Sheet No
7
Rev
Part
Job Tide
Ref MI54XCO15
By DatE28-Feb-12 Chid
Client Sprint
File Steel Platform_MI54XC01
Datefnme 28-Feb-2012 09:54
Nodes
Node
X
(it)
Y
(it)
Z
(it)
1
0.000
0.000
0.000
2
0.000
0.000
11.000
3
20.000
0.000
0.000
4
20.000
0.000
11.000
5
0.000
0.000
-2.500
6
20.000
0.000
-2.500
7
0.000
0.000
13.500
8
20.000
0.000
13.500
9
3.500
0.000
-2.500
10
6.500
0.000
-2.500
11
10.500
0.000
-2.500
12
13.750
0.000
-2.500
13
16.500
0.000
-2.600
14
3.500
0.000
13.500
15
6.500
0.000
13.500
16
10.500
0.000
13.500
17
13.750
0.000
13.500
18
16.500
0.000
13.500
19
16.500
0.000
0.000
20
13.750
0.000
0.000
21
10.500
0.000
0.000
22
6.500
0.000
0.000
23
3.500
0.000
0.000
24
16.500
0.000
11.000
25
13.750
0.000
11.000
26
10.500
0.000
11.000
27
6.500
0.000
11.000
28
3.500
0.000
11.000
29
16.500
-2.500
0.000
30
3.500
-2.500
0.000
31
16.500
-2.500
11.000
P3 2
3.500
-2.500
11.000
A
A
A
A
A
A
A
W
W
W
W
W
W
W
W
W
N
N
N
N
N
N
N
N
N
N+++++
++
W
V
W-
A
W
N+
N
m
N
A
W
N+
O
w
W
V
Vt
A
W
N+
O
�O
W
V
O)
Oi
A
W
N+
O
�O
W
V
O
U
A
W
N+
O-
3
CI
z
+
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
O
O
z
N
N+
N+
N+
N+
N
N
N
N
N
N
N
N
N+
N
N+
N
+
N
N
O
I
W
Ili
�
(ll
O
lT
O
fT
O
41
O
N
O
(T
O
O
fJ
J
N
O
O
IV
V
fn
<lN
O
N
N
O
(T
(T
lT
UI
V
IT
!J
(T
O
fT
O
fT
V
IJ
O
O
N
N
N
N
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
N
0
41
0
O
0
O
0
O
0
fT
0
N
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
fT
0
O
0
IT
0
O
0
O
0
O
0
O
0
O
0
N
0
N
0
O
0
O
0
O
0
O
0
O
0
O
0
S
I
y
�
O
A
N
W
W
W
W
W
W
a
i
�
A p
O
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
J.
J
f/i
0
c
o
m
A
Xm
�
J
V a
W
O
�
N
o
n
o
O
N
90
T
g
w
B
z
o
�
3
N
W
T
N
Q
N
A
N
O
N
O
O
N
A
p
Pill
Software licensed to
Job No
7123001
Sheet No
9
Rev
Part
Job Title
Ref M154XCO15
By Date28-Feb-12 Chill
Client Sprint
File Steel Platform M154XC0l
Daterrime 28-Feb-2012 09:54
Beams Cont...
Beam
Node A
Node B
Length
(ft)
Property
p
(degrees)
47
23
30
2.500
4
0
48
24
31
2.500
4
0
49
28
32
2.500
4
0
50
23
28
11.000
3
0
51
19
24
11.000
3
0
Section Properties
Prop
Section
Area
(ink)
lyy
(in4)
1a
(In4)
J
(in4)
Material.
2
W12X26
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