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City of Cape Canaveral, Florida
CERTIFICATE OF OCCUPANCY
Number of Units: 150 Fee: $30.00
This Certificate issued pursuant to the requirements of the Florida Building Code certifying that at the time of
issuance this structure was in compliance with the various ordinances of the City of Cape Canaveral Building
Department.
Address: 9009 ASTRONAUT BLVD Owner: PORTVIEW INN & SUITES, LLC
CAPE CANAVERAL, FL 215 NO. CENTRAL AVENUE
Subdiv: COUNTRY INN & SUITES DULUTH, MN 55807
Parcel: 243715
Construction Type: TYPE IV UNPROTECTED
Use Classification: Hotel
Permit Number: 2582
Date: 9/11/2006
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CITY OF CAPE CANA VERAL
APPLICATION FOR CERTIFICATE OF OCCUPANCY/COMPLETION
Certificate of Occupancy Certificate of Completion
(Habitable Space) (Non-Habitable Space)
Application is hereby made by the undersigned for a Certificate of Completion at the
below specified premises as reflected on Building Permit Number
Street Address: 'Ydd
Type and/or Name of Building:
Legal Description:
Zoning District:
Special Conditions:
Name of Owner: /lJeT1//Ctd ~. S;~L/'/~S'
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Mailing Address of Owner:
Street Address or P.O. Box
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City, State and Zip Code
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Area Code and Telephone Number
Owner(s) Signature Date
BUILDING AND FIRE
Fire Inspector:
Building Inspector:
Building Official:
09/11 / 2005 14:48 5282724 OLIVER CO' SHY PAGE 02
~ CITY OF CAPE CANAVERAL
APPLICATJON FQR CERTIFICaTE OF OCCUPANCX'/COMPLErt~
!;;ertific,ate of Occupancy Certificate of l;~pletion
(Habitable Space) ----, (Non-B'abitabk Space)
Applica.tion is hereby mads by the undersigned for a Certificate of I'Completion at the
below specified premises as reflected on Building Permit Number ..~
Street Address: '7dd~ ~..(/..4~ ~!~.
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Type and/or Name of Building; C!tiv/&Zy ~II(' ~ Se:#res.
Legal Descrlption:_ ,,-- "'.-
Zoning District:
Special Conditions: ,
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Name ofO\:v.neJ.'~ /l!e71Y&W ~ ..sv/~
Mailing Address of Owner: S7 /.3 ~~ .:>'fI"tld.
Street Address or P.O. Box -
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City, State and Zip Code
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~and Te~mo.~e,;Number "'f""""]
_ 9/11 /D~
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er(s) Signature Da.te
BUILDING AND FIRE DEPARTMEN1 APPROVAL
Fire Inspector: ~
-
Build:i:hg Inspector:
-
Building Official:
Country Inn & Suites
9009 Astronaut Blvd.
Cape Canaveral, FL 32920
Tel: 321-784-8500
Fax: 321-784-8544
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Total pa2es includin2 cover sheet: Z,
Comments:
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ty of Cape Canaveral
R W. Paul Construction, Inc. July 11, 2006
Attn: :Mr. Ralph Paul
581 E. Horatio Ave.
Maitland, FL 32751
(407) 599-5858
Fa.,'{ (407) 599-5850
Re:
County Inn Cape Canaveral
Second Temporary Certificate of Occupancy (T e. 0.)
Dear :Mr. Paul,
This 2nd Temporary Certificate of Occupancy is issued per your request. No additional Temporary Certificates of
Occupancy will be granted hereafter. Upon expiration of this Te.a. the site and structures must achieve a final e.0. to
continue operations.
This area is still designated a constn.lction area. Adequate safeguards shall be maintained to ensure the safety of
all persons.
This second Te.O. is valid for 60 days and will expire on September 11, 2006. Upon receipt ofa final e.0.
application, a final C.O. will be issued provided that final construction activities and inspections are complete, including
but not necessarily limited to:
. Provide architectural as-built drawings, sealed by the engineer of record.
. Provide affidavit from engineer of record that the structure has been constructed in accordance with the approved
as-built plans.
. Provide affidavit from site engineer that the site improvements have been constructed in accordance with the
approved site plan.
. F.D.O.T. approval of AlA improvements.
. Accessible route at AlA sidewalks and driveway shall not have excessive cross slope.
City Engineer final approval required. Note: pre-pour ("form board") City inspections
are required for sidewalks and grading inspections are required prior to asphalt
.tv application (see permit documents).
-? li.w....,,:.... · Provide affidavit regarding the deletion of the smoke control system at second floor of lobby.
. Achieve approved final inspections for pool (DOH and Cape Canaveral). Final City inspection failed on 5/30/06.
No re-inspection has been requested.
v~ . PrOvide documentation of DOH approval of the completed pool.
· Remove catt?ils and debris from.retention pond .:!
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Buildin OffiCI J
g __a.
v/"v"'v,.....v.myTlorida.com! cape - email: ccapecanavera1@cfl.rr.com
PHONE: 321-868-1222 INSPECTIONS & FAX: 868-1247
Type: LAND & TREE CLEARING CAPE CANAVERAL,
Class of Work: LAND CLEARINGITREE Township: 24 Range: 37
Proposed Use: MOTEUHOTEL lot(s): Block: Section: 15
Sq. Feet: Est. Value: Book: Page:
Cost: 15,000.00 Total Fees: Subdivision: COUNTRY INN & SUITES
Amount Paid: Date Paid: Parcel Number: 243715
Addr: 581 E HORATIO AVE Address: 215 NO. CENTRAL AVENUE
MAITLAND, FL 32751 DULUTH, MN 55807
lie: 218-628-0311
IF CONSTRUCTiON OR WORK IS SUSPENDED, OR ABANDONED FOR A PERiOD OF 6 MONTHS AT ANY TIME AFTER WORK IS STARTED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS DOCUMENT AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
PROViSIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR
NOT. GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER
STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
WARNING OWNER: R FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESUL T YOUR PAYING TWICE IMPROVEMENTS
YOUR PROPERTY YOU I OBTAIN FINANCING, CONSULT
YOUR LENDER OR ANY ATTORN BEFORE YOUR
CITY OF CAPE CANA VERAL
BUILDING PERMIT APPLICATION
City of Cape Canaveral Building Department 105 Polk Ave. Cape Canaveral, FL 32920
(321) 868-1222
Date: Permit #
(You may download You may fax to: (321) 868-1247.
Important: A checklist is provided on the back of this form. Complete the checklist and provide other documentation a
indicated on the checklist. A copy of contract may be required. Application packages wiIlnot be accepted unless complete.
CONTRACTOR WILL BE CALLED \VHEN PERMIT IS READY.
(Contractor/Owner-Builder is required to sign for the building permit, unless indicated otherwise by affidavit. I.D. may be required)
Address of Job Site:
Legal description PG:'~
Name of Property Owner:
Address of Property Owner:
Community Appearance Board approval date:
~ Type of Permit Brief description of work:
Building
Electrical
Plumbing
Mechanical
, I Other I
Type of Square Const. # of # of dwelling # of #of Total valuation of work
~ Building Feet Type stories units bedrooms bathrooms (:? 15,()Cc). (I'""D
'Ill" Commercial Ifi'r<:'lf,t; I."t- l $ ~<C:,
Cf -
SFR $
Townhouse $
Apartment $
Condominium $
Other $
Name of Company:
f'1
-ttl~'-44:?thone (ceil/pageL): .
Primary Contractor Name: \':2t\L.? H \tV. '?~ v L
Address: ""~"""" \ I '-t0 rcA:"1V'j AVE- F-L
JD'l
State License No.:~CO\"\S2..1 Phone (office):o/~1-S1C!.S'2!~'~ Phone (cell/pageL):'t<J1-70i<5SS7
Electrical Contractor Name: Name of Company:
Address:
State License No.: Phone (office): Phone (cell/pager.): Fax:
--~-
Plumbing Contractor Name: Name of Company:
Address:
State License No.: Phone (office): Phone (cell/pageL): Fax:
Mechanical Contractor Name: Name of Company:
Address:
State License No.: Phone (office): Phone (cell/pager.): Fax:
Specialty Contractor Name: Name of Company:
I Address:
State/Local License No.: Phone (office): Phone (ceil/pageL): Fax:
I
G:\Bldg.Dept.Forms\BP APPLICATION
St. Johns River
Water Management District
Kirby B. Green III, Executive Director. David W. Rsk, Assistant Executive Director
4049 Reid Street · P.O. Box 1429 · Palatka, FL 32178-1429 · (386) 329-4500
On the Internet at www.sjrwmd.com.
June 1, 2004
Portview Inn & Suites, LLC fD'F''''---'';'R-P: ;'-"'7'Dl
! .!:'.;,,-.t ~'\...,___" .",_:._f _Ii 'w c" "
215 No. Central Avenue : JUN 0 2 2004 l
Duluth, MN 55807 I
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SUBJECT: Permit Number 40-009-34938-2 !-:--# ...... . ::-_.__._._d
Country Inn & Suites
Dear Sir/Madam:
Enclosed is your general permit as authorized by the staff of the St. Johns River Water
Management District on June 1, 2004.
This permit is a legal document and should be kept with your other important documents. The
attached MSSW/Stormwater As-Built Certification Form should be filled in and returned to the
Palatka office within thirty days after the work is completed. By so doing, you will enable us to
schedule a prompt inspection of the permitted activity.
In addition to the MSSW/Stormwater As-Built Certification Form, your permit also contains
conditions which require submittal of additional information. All information submitted as
compliance to permit conditions must be submitted to the Palatka office address.
Permit issuance does not relieve you from the responsibility of obtaining permits from any
federal, state and/or local agencies asserting concurrent jurisdiction for this work.
Please be advised that the District has not published a notice in the newspaper advising the
public that it is issuing a permit for this proposed project. Publication, using the District form,
notifies members of the public (third parties) of their rights to challenge the issuance of the
general permit. If proper notice is given by publication, third parties have a 21-day time limit on
the time they have to file a petition opposing the issuance of the permit. If you do not publish, a
party's right to challenge the issuance of the general permit extends for an indefinite period of
time. If you wish to have certainty that the period for filing such a challenge is closed, then you
may publish, at your own expense, such a notice in a newspaper of general circulation. A copy
of the form of the notice and a list of newspapers of general circulation is attached for your use.
In the event you sell your property, the permit will be transferred to the new owner, if we are
notified by you within thirty days of the sale and if you provide the information required by 40C-
1.612, F.A.C. Please assist us in this matter so as to maintain a valid permit for the new
property owner.
GOVERNING BOARD
Ometrias D. Long, CHAIRMAN David G. Graham, VICE CHAIRMAN R. Clay Albright, SECRETARY Duane Ottenstroer, TREASURER
APOPKA JACKSONVILLE OCALA JACKSONVILLE
W. Michael Branch John G. Sowinski William Kerr Ann T Moore Susan N. Hughes
FFRNANnlNA RFAr:H ORLANDO MELBOURNE BEACH BUNNELL JACKSOINllLE
Thank you for your cooperation, and if this office can be of any further assistance to you, please
do not hesitate to contact us.
Sincerely,
/JJJdl1TkLJ IlL
Martha Depalma
Data Management Specialist II
Division of Permit Data Services
Enclosures: Permit with As-built Certification Form
Notice of Rights
List of Newspapers for Publication
cc: District Permit File
Agent: Droar & Associates, Inc.
580 N. Wickham Road, Suite E
Melbourne, FL 32935
Consultant: Droor & Associates, Inc.
580 N. Wickham Road, Suite E
Melbourne, FL 32935
ST. JOHNS RIVER WATER MANAGEMENT DISTRICT
Post Office Box 1429
Pal atka, Florida 32178-1429
PERMIT NO. 40-009-34938-2 DATE ISSUED: June 1,2004
PROJECT NAME: Country Inn & Suites
A PERMIT AUTHORIZING:
Construction of a Surface Water Management System with stormwater treatment by wet
detention for Country Inn & Suites, a 7.17-acre project to be constructed as per plans received
by the District on May 3, 2004, and amended May 24, 2004.
LOCATION:
Section(s): 15 Township(s): 24S Range(s): 37E
Brevard County
Portview Inn & Suites, LLC
215 No. Central Avenue
Duluth, MN 55807
Permittee agrees to hold and save the St. Johns River Water Management District and its
successors harmless from any and aii damages, claims, or liabiiiiies which may arise from
permit issuance. Said application, including all plans and specifications attached thereto, is by
reference made a part hereof.
This permit does not convey to permittee any property rights nor any rights or privileges other
than those specified therein, nor relieve the permittee from complying with any law, regulation or
requirement affecting the rights of other bodies or agencies. All structures and works installed
by permittee hereunder shal! remain the property of the permittee.
This permit may be revoked, modified or transferred at any time pursuant to the appropriate
provisions of Chapter 373, Florida Statutes:
PERMIT IS CONDITIONED UPON:
See conditions on attached "Exhibit A", dated June 1,2004
AUTHORIZED BY: St. Johns River Water Management District
Department of Resource Management
BY:~.'
- S .ce C nter Director - Palm Bay)
John Juiiianna
"EXHIBIT A"
CONDITIONS FOR ISSUANCE OF PERMIT NUMBER 40-009-34938-2
PORTVIEW INN & SUITES, LLC
DATED JUNE 1,2004
1. All activities shall be implemented as set forth in the plans, specifications and performance
criteria as approved by this permit. Any deviation from the permitted activity and the
conditions for undertaking that activity shall constitute a violation of this permit.
2. This permit or a copy thereof, complete with all conditions, attachments, exhibits, and
modifications, shall be kept at the work site of the permitted activity. The complete permit
shall be available for review at the work site upon request by District staff. The permittee
shall require the contractor to review the complete permit prior to commencement of the
activity authorized by this permit.
3. Activities approved by this permit shall be conducted in a manner which do not cause
violations of state water quality standards.
4. Prior to and during construction, the permittee shall implement and maintain all erosion and
sediment control measures (best management practices) required to retain sediment on-site
and to prevent violations of state water quality standards. All practices must be in
accordance with the guidelines and specifications in chapter 6 of the Florida Land
Development Manual: A Guide to Sound Land and Water Management (Florida Department
of Environmental Regulation 1988), which are incorporated by reference, unless a project
specific erosion and sediment control plan is approved as part of the permit, in which case
the practices must be in accordance with the plan. If site specific conditions require
additional measures during any phase of construction or operation to prevent erosion or
control sediment, beyond those specified in the erosion and sediment control plan, the
permittee shall implement additional best management practices as necessary, in
accordance with the specifications in chapter 6 of the Florida Land Development Manual: A
Guide to Sound Land and Water Management (Florida Department of Environmental
Regulation 1988). The permittee shall correct any erosion or shoaling that causes adverse
impacts to the water resources.
5. Stabilization measures shall be initiated for erosion and sediment control on disturbed areas
as soon as practicable in portions of the site where construction activities have temporarily
or permanently ceased, but in no case more than 7 days after the construction activity in
that portion of the site has temporarily or permanently ceased.
6. At least 48 hours prior to commencement of activity authorized by this permit, the permittee
shall submit to the District a Construction Commencement Notice Form No. 40C-4.900(3)
indicating the actual start date and the expected completion date.
7. When the duration of construction will exceed one year, the permittee shall submit
construction status reports to the District on an annual basis utilizing an Annual Status
Report Form No. 40C-4.900(4). These forms shall be submitted during June of each year.
8. For those systems which wiii be operated or maintained by an entity which will require an
easement or deed restriction in order to provide that entity with the authority necessary to
operate or maintain the system, such easement or deed restriction, together with any other
final operation or maintenance documents as are required by subsections 7.1.1 through
7.1.4 of the Applicant's Handbook: Management and Storage of Surface Waters, must be
submitted to the District for approval. Documents meeting the requirements set forth in
.1.1____ _..L-___L:___....L J.L-.... ^~~I:__._.........'....... I_I.................JL-.........-.l..... ,.,:11 h...... _......."'....................-l f""'\...............J ...___.......:.......:.......____
U H::::>e ~uu~et;llUr I~ UI U Ie MfJfJllGcllll ~ rlctIIUUUUf\. VVIII ut; Ctf...JfJl uvt:u. ut:t:::u I t::~u Il;UUI J;:),
easements and other operation and maintenance documents which require recordation
either with the Secretary of State or the Clerk of the Circuit Court must be so recorded prior
to lot or unit sales within the project served by the system, or upon completion of
construction of the system, whichever occurs first. For those systems which are proposed to
be maintained by county or municipal entities, final operation and maintenance documents
must be received by the District when maintenance and operation of the system is accepted
by the local governmental entity. Failure to submit the appropriate final documents
referenced in this paragraph will result in the permittee remaining liable for carrying out
maintenance and operation of the permitted system.
9. Each phase or independent portion of the permitted system must be completed in
accordance with the permitted plans and permit conditions prior to the initiation of the
permitted use of site infrastructure located within the area served by the portion or phase of
the system. Each phase or independent portion of the system must be completed in
accordance with the permitted plans and permit conditions prior to transfer of responsibility
for operation and maintenance of that phase or portion of the system to local government or
other responsible entity.
10. Within 30 days after completion of construction of the permitted system, or independent
portion of the system, the permittee shall submit a written statement of completion and
certification by a registered professional engineer or other appropriate individual as
authorized by law, utilizing As Built Certification Form 40C-1.181(13) or 40C-1.181(14)
supplied with this permit. When the completed system differs substantially from the
permitted plans, any substantial deviations shall be noted and explained and two copies of
as-built drawings submitted to the District Submittal of the completed from shall serve to
notify the District that the system is ready for inspection. The statement of completion and
certification shall be based on on-site observation of construction (conducted by the
registered professional engineer, or other appropriate individual as authorized by law, or
under his or her direct supervision) or review of as-built drawings for the purpose of
determining if the work was completed in compliance with approved plans and
specifications. As-built drawings shall be the permitted drawings revised to reflect any
changes made during construction. Both the original and any revised specifications must be
clearly shown. The plans must be clearly labeled as "as-built" or "record" drawing. All
surveyed dimensions and elevations shall be certified by a registered surveyor. The
following information, at a minimum, shall be verified on the as-built drawings:
1. Dimensions and elevations of all discharge structures including all weirs, slots, gates,
pumps, pipes, and oil and grease skimmers;
2. Locations, dimensions, and elevations of all filter, exfiltration, or underdrain systems
including c1eanouts, pipes, connections to control structures, and points of discharge to the
receiving "vaters;
3. Dimensions, elevations, contours, or cross-sections of all treatment storage areas
sufficient to determine state.:storage relationships of the storage area and the permanent
pool depth and volume below the control elevation for normally wet systems, when
appropriate;
4. Dimensions, elevations, contours, final grades, or cross-sections of the system to
determine flow directions and conveyance of runoff to the treatment system;
5. Dimensions, elevations, contours, final grades, or cross-sections of all conveyance
systems utilized to convey off-site runoff around the system;
6. Existing water elevation(s) and the date determined; and Elevation and location of
benchmark(s) for the survey.
11. The operation phase of this permit shall not become effective until the permittee has
complied with the requirements of general condition 9 above, the District determines the
system to be in compliance with the permitted plans, and the entity approved by the District
in accordance with subsections 7.1.1 through 7.1.4 of the Applicant's Handbook:
Management and Storage of Surface Waters, accepts responsibility for operation and
maintenance of the system. The permit may not be transferred to such an approved
operation and maintenance entity until the operation phase of the permit becomes effective.
Following inspection and approval of the permitted system by the District, the permittee shall
request transfer of the permit to the responsible approved operation and maintenance entity,
if different from the permittee. Until the permit is transferred pursuant to section 7.1 of the
Applicant's Handbook: Management and Storage of Surface Waters, the permittee shall be
liable for compliance with the terms of the permit.
12. Should any other regulatory agency require changes to the permitted system, the permittee
shall provide written notification to the District of the changes prior implementation so that a
determination can be made whether a permit modification is required.
13. This permit does not eliminate the necessity to obtain any required federal, state, local and
special district authorizations prior to the start of any activity approved by this permit. This
permit does not convey to the permittee or create in the permittee any property right, or any
interest in real property, nor does it authorize any entrance upon or activities on property
which is not owned or controlled by the permittee, or convey any rights or privileges other
than those specified in the permit and chapter 40C-4 or chapter 40C-40, F.A.C.
14. The permittee shall hold and save the District harmless from any and all damages, claims,
or liabilities which may arise by reason of the activities authorized by the permit or any use
of the permitted system.
15. Any delineation of the extent of a wetland or other surface water submitted as part of the
permit application, including plans or other supporting documentation, shall not be
considered specifically approved unless a specific condition of this permit or a formal
determination under section 373.421 (2), F.S., provides otherwise,
16. The permittee shall notify the District in writing within 30 days of any sale, conveyance, or
other transfer of ownership or control of the permitted system or the real property at which
the permitted system is located. All transfers of ownership or transfers of a permit are
subject to the requirements of section 40C-1.612, F.A.C. The permittee transferring the
permit shall remain liable for any corrective actions that may be required as a result of any
permit violations prior to such sale, conveyance or other transfer.
17. Upon reasonable notice to the permittee, District authorized staff with proper identification
shall have permission to enter, inspect, sample and test the system to insure conformity with
the plans and specifications approved by the permit.
18. If historical or archaeological artifacts are discovered at any time on the project site, the
permittee shall immediately notify the District.
19. The permittee shall immediately notify the District in writing of any previously submitted
information that is later discovered to be inaccurate.
20. This permit for-construction will expire five years from the date of issuance.
21. At a minimum, all retention and detention storage areas must be excavated to rough grade
___". _._ '._ 1___~I._I!__._ _____..1.u.__L:___ __~__I__._.___._.1. _L~____._._..:._.._ _......L.___ ..__:.1.1_:._ .1.1__ ___.__ -1-._ 1_._
pnor IO OUIIUlflg corl~l[UCllUrl ur plcH~elrrelll ur IIllperVIUU~ ~urldce VVlllllll lire drealO oe
served by those facilities. To prevent reduction in storage volume and percolation rates, all
accumulated sediment must be removed from the storage area prior to final grading and
stabilization.
22. All wetland areas or water bodies that are outside the specific limits of construction
authorized by this permit must be protected from erosion, siltation, scouring or excess
turbidity, and dewatering.
23. Prior to construction, the permittee must clearly designate the limits of construction on-site.
The permittee must advise the contractor that any work outside the limits of construction,
including clearing, may be a violation of this permit.
24. The stormwater system must be constructed as per the plans received by the District on
May 3, 2004, and amended sheets C-OO, C-2, C-3, C-5, and C-7 received on May 24, 2004.
25. Prior to initiating construction, an erosion control barrier (silt fence) must be properly
installed along the north property line. The barrier must be inspected weekly and after rain
events and maintained in good working condition.
26. During dewatering a settling basin will be constructed to contain turbid water on site.
Turbidity controls will be utilized to ensure that only clean water is discharged off site into
the adjacent wetlands.
27. Prior to the use of the infrastructure, the permittee must plant a vegetative barrier along the
north property boundary as shovvn on the landscape plan received on ~v1ay 25, 2004.. These
buffer plantings must be maintained by the permittee.
28. No clearing, construction or disturbance, other than for construction of the outfalls
authorized by this permit, shall occur within the wetland north of this site.
Notice Of Rights
1. A person whose substantial interests are or may be determined has the right to request
an administrative hearing by filing a written petition with the St. Johns River Water
Management District (District), or may choose to pursue mediation as an alternative
remedy under Sections 120..569 and 120..573, Florida Statutes, before the deadline for
filing a petition. Choosing mediation will not adversely affect the rights to a hearing if
mediation does not result in a settlement. The procedures for pursuing mediation are
set forth in Sections12a.569 and 120..57, Florida Statutes, and Rules 28-10.6.111 and
28-10.6.40.1-.40.5, Florida Administrative Code. Pursuant to Chapter 28-10.6 and Rule
4aC-1.1aa7, Florida Administrative Code, the petition must be filed at the office of the
District Clerk at District Headquarters, P. O. Box 1429, Palatka, Florida 32178-1429
(40.49 Reid St., Palatka, FL 32177) within twenty-six (26) days of the District depositing
notice of District decision in the mail.(for those persons to whom the District mails actual
notice) or within twenty-one (21) days of newspaper publication of the notice of District
decision (for those persons to whom the District does not mail actual notice). A petition
must comply with Chapter 28-10.6, Florida Administrative Code.
2. If the Governing Board takes action which substantially differs from the notice of District
decision, a person whose substantial interests are or may be determined has the right to
request an administrative hearing or may choose to pursue mediation as an alternative
remedy as described above. Pursuant to District Rule 4aC-1.1 0.0.7, Florida
Administrative Code, the petition must be filed at the office of the District Clerk at the
address described above, within twenty-six (26) days of the District depositing notice of
final District decision in the mail (for those persons to whom the District mails actual
notice) or within twenty-one (21) days of newspaper publication of the notice of its final
agency action (for those persons to whom the District does not mail actual notice). Such
a petition must comply with Rule Chapter 28-10.6, Florida Administrative Code.
3. A substantially interested person has the right to a formal administrative hearing
piJrsuant to Section 120..569 and 120..57(1), Florida Statutes, where there is a dispute
between the District and the party regarding an issue of material fact. A petition for
formal must comply with the requirements set forth in Ru!e 28-10.6.20.1, Florida
Administrative Code.
4. A substantially interested person has the right to an informal hearing pursuant to
Sections 120..569 and 120..57(2), Florida Statutes, where no material facts are in dispute.
A petition for an informal hearing must comply with the requirements set forth in Rule
28-10.6.30.1, Florida Administrative Code.
5. A petition for an administrative hearing is deemed filed upon delivery of the petition to
the District Clerk at the District headquarters in Palatka, Florida.
6. Failure to file a petition for an administrative hearing, within the requisite time frame shall
constitute a waiver of the right to an administrative hearing (Section 28-10.6.111, Florida
Administrative Code).
7. The right to an administrative hearing and the relevant procedures to be followed are
governed by Chapter 120., Florida Statutes, and Chapter 28-10.6, Florida Administrative
Code and Section 4aC-1.1 00.7, Florida Administrative Code.
Notice Of Rights
8. An applicant with a legal or equitable interest in real property who believes that a District
permitting action is unreasonable or will unfairly burden the use of his property, has the
right to, within 30 days of receipt of notice of the District's written decision regarding a
permit application, apply for a special master proceeding under Section 70.51, Florida
Statutes, by filing a written request for relief at the office of the District Clerk located at
District headquarters, P. O. Box 1429, Palatka, FL 32178-1429 (4049 Reid St., Palatka,
Florida 32177). A request for relief must contain the information listed in Subsection
70.51 (6), Florida Statutes.
9. A timely filed request for relief under Section 70.51, Florida Statutes, tolls the time to
request an administrative hearing under paragraph no. 1 or 2 above (Paragraph
70.51 (1 O)(b), Florida Statutes). However, the filing of a request for an administrative
hearing under paragraph no. 1 or 2 above waives the right to a special master
proceeding (Subsection 70.51 (1 O)(b), Florida Statutes).
10. Failure to file a request for relief within the requisite time frame shall constitute a waiver
of the right to a special master proceeding (Subsection 70.51 (3), Florida Statutes).
11. Any substantially affected person who claims that final action of the District constitutes
an unconstitutional taking of property without just compensation may seek review of the
action in circuit court pursuant to Section 373.617, Florida Statutes, and the Florida
Rules of Civil Procedures, by filing an action in circuit court within 90 days of the
rendering of the final District action, (Section 373.617, Florida Statutes).
12. Pursuant to Section 120.68, Florida Statutes, a person who is adversely affected by final
District action may seek review of the action in the District Court of Appeal by filing a
notice of appeal pursuant to the Florida Rules of Appellate Procedure within 30 days of
the rendering of the final District action.
13. A party to the proceeding before the District who claims that a District order is
inconsistent with the provisions and purposes of Chapter 373, Florida Statutes, may
seek review of the order pursuant to Section 373.114, Florida Statutes, by the Florida
Land and Water Adjudicatory Commission, by filing a request for review with the
Commission and serving a copy on the Department of Environmental Protection and any
person named in the order within 20 days of adoption of a rule or the rendering of the
District order.
14. For appeals to the District Court of Appeal, a District action is considered rendered after
it is signed on behalf of the District, and is filed by the District Clerk.
15. Failure to observe the relevant time frames for filing a petition for judicial review
described in paragraphs #11 and #12, or for Commission review as described in
paragraph #13, will result in waiver of that right to review.
Notice Of Rights
Certificate of Service
I HEREBY CERTIFY that a copy of the foregoing Notice of Rights has been sent by U.S.
Mail to:
Portview Inn & Suites, LLC
215 No. Central Avenue
Duluth, MN 55807
At 4:00 p.m. this 1st day of June, 2004.
p
Division of Permit Data Servi
Gloria Lewis, Director
S1. Johns River Water Management District
Post Office Box 1429
Palatka, FL 32178-1429
(386) 329-4152
Permit Number: 40-009-34938-2
\ 1
! City of Cape Canaveral, Florida I
! BUILDING NEW CONSTRUCTION ,;5351
I PHONE, 321-868-1222 INSPECTIONS & FAlO 868-1247 .
c'~~'~~-1
PERMIT INFORMATION I LOCATION INFORMATION
Permit Number: 2351 ~ ;1'~~~r~~s:-9009 ASTRONAUT BLVD I ·
Permit Type: FOUNDATION ONLY I CAPE CANAVERAL, Fl
Class of Work: NEW INSTALLATION I Township: 24 Range: 37 Book:
I Proposed Use: MOTEL/HOTEL I Lot(s): Block: Section: 15
Square Feet: I Subdivision: COUNTRY INN & SUITES
Est. Value: ~ Parcel Number: 243715
Improv. Cost: r-'~ OWNER INFORMATION
Date Issued: 7/21/2004 I Name: PORTVIEW INN & SUITES, LLC
Total Fees: 100.00 Address: 215 NO. CENTRAL AVENUE
Amount Paid: I' DULUTH, MN 55807
Date Paid: , Phone: 218-628-0311 I
r. ",,()r~ [)~~c: FOUNDATION dNl Y PERMiT ~' '~'I
.......................................... ..........CONTRACTOR(SL ....... ... L,~~ APPLICATION FEES
IR W PAUL CONSTRUCTION, INC (407)599-5858 I FOUNDATION 100.00
I !
I I
I '
I I
I I
. I
I i
I I
I I
I _~L~~
r . .............. .... ........... ... . ............ Inspectic.msRequired .
rSh3b . ... .. ... .. .. I" Form Board Survey !Footing I Underground Plumbing I
I Underground Electric , Grade Beams I Pile Caps I Final
I CAB items, if applicable I I
I I I i
I I I I
I I I I
r- 'NOTE: ,AJ:lDITIONAL INSPECTIONS MAY ~EQUIRED. '~ - ~,~- OR I
I APPLICATION ACCEPTED BY:_ PLANS CHECKED BY: r- ~PPROVED B ~ ~~
I ~OTICE. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 6 MONTHS, OR
~ CONSTRUCTION OR WORK IS SUSPENDED, OR ABANDONED FOR A PERIOD OF 6 MONTHS AT ANY TIME AFTER WORK IS STARTED.
I j ~~REBY CERTIFY'THAT I HAvE READ AND EXAMINED THIS DOCUMENT AND KNOW THE SAME TO BE-;~EAND CORRECT. ALL PROVISIONS OF LAWSAN~
ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. GRANTING OF A PERMIT DOES NOT I
I PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW R.EGULATIN. G CONSTRUCTION OR THE J
I PERFORMANCE OF CONSTRUCTION. ~- ~~._~~_. .. I
I WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT I
I' MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY IF
I YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR ANY
I ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT_j
/'.'-', I
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--- ' -= AU'r~rZED SIGNA ruRE/DA TE
~/
CITY OF CAPE CANA VERAL
BUILDING PERMIT APPLICATION
City of Cape Canaveral Building Department 105 Polk Ave. Cape Canaveral, FL 32920
-0\JL"l Z1Z.00+ (321) 868-1222 2351
Date: Permit r
(You may download this application: www.mvflorida.comlcape. You may fax to: (321) 868-1247.
Important: A checklist is provided on the back of this form. Complete the checklist and provide other documentation as
indicated on the checklist. A copy of contract may be required. Application packages will not be accepted unless complete.
CONTRACTOR WILL BE CALLED WHEN PERMIT IS READY.
(Contractor/Owner-Builder is required to sign for the building permit, unless indicated otherwise by affidavit. LD. may be required)
Address of Job Site: gOO9 U\S\llDNAvT BLVO, (HE- CPr'N P..-VE."LAL. Pl
Legal description of property: ~: 24- S RNO: ~ SEe: I ~ SUBD: - BLK: ~LOT: -'::::=-PB: ==- po: -==
-
Name of Property Owner: ?nQ, V\~ Property owner phone number:
Address o,f Property Owner: SI'2.{ alt- .') /12.{ 04-
CommunitY Appearance Board approval date: Site Plan approval date:
~
fovt.. rS\A~..s ~rGL
M er-h"ni,.." 1 I
tj O~th~~-'uv_, I
Type of Square Const. # of # of dwelling #of #of Total valuation of work
~ Building Feet Type stories units bedrooms bathrooms
V' Commercial 8'(, g3b ~:nz::. --A- ;SL I S-Co Lb8 $ Z 70 j OW
SFR $ ,
Townhouse $
Apartment . $
Condominium $
Other $
Architect/Engineer Name: Name of Company:
Address:
State License No.: Phone (office): Phone (ceIVpager.): Fax:
Primary Contractor Name: . Name of Company: 1( ,CU.
Address: 5:3'\ 'f-. Hv~ .- -.
~ }4- .3 l- 1
State License No.: C (;"1" 0 13.':> L. 4 'Y1'l-~S'b Phope (celVpageL): "',ol-5'5S I
Electrical Contractor Name: Name of Company:
Address:
State License No.' Phone (office): Phone (celVpager.): Fax:
Plumbing Contractor N Name of Company:
Address: /'
State Licen~.: phone (oUlce): Phone (ceIVpager.): t'ax:
Mechanical Contracto ame: Name of Company:
Address:
State LiCf~ _~~ 10.: Phone (office): Phone (celVpager.): Fax:
I Specialty Contractor Name: . '\/!'--I.f~I^'-'\C Cc.I~. C(w."'it-"-\O Name of Company: _'-{3er~ H~ ~a.
Address: 3n~2 ~cnN. n'O :\"Ac\C8:.N\!IU..J~ f1-- "32Z4c." -
State/Local License No.: Ut Oj4~3{;;7 Phone (office): qU+ Phone (cell/pageL): - Fax: Cfot I
7- 11</. &4-}- 17L1'l
G:\Bldg.Dcpt. Forms\BP APPLICATION
'" Building Permit Application Checklist Notes
Completed Permit Application Current code edition: FL Bldg. Code 2001 (as revised)
Current survey showing all proposed construction
Notarized signature - Owner/Builder Affidavit If owner is acting as contractor
Sewer Impact Fee receipt May be deferred until C.O. Unless job is remodeling
County Impact Fee receipt May be deferred until C.O.
Capital Expansion Impact Fee receipt Maybe deferred until C.O.
Sidewalk Impact Fee receipt If sidewalk exists on lot
Recorded Warrantv Deed / Proof of Ownership
COpy of Recorded Notice of Commencement (over $2,500) Over $5,000 for Mechanical change out
Current,Worker's Compo POlicy / Exemption Record will be kept on file after initial submittal
Conn'nunity Appearance Board Approval For all work visible from Public Right-Of-Way
Planning and Zoning Board Site Plan Approval For all new construction of four units or more
Concurrencv Forms For all new construction not part of approved site plan
Primary Contractor's State License Record will be kept on file after initial submittal
Subcontractor's Authorizations: Record will be kept on file after initial submittal
State License Notify Building Department of contractor changes
Plumbing Contractor Plumbing Contractor
Electrical Contractor Electrical Contractor
Mechanical Contractor Mechanical Contractor
Roofing Contractor Roofing Contractor
Swimming Pool Contractor Swimming Pool Contractor
Gas Contractor Gas Contractor
Specialty Contractor Specialty Contractor
Construction Drawings: PerF.B.C.I04
Two sets of sealed construction drawings (three sets if commercial) Per F.B.e. 104 '
Electrical Load Calculations
Electrical Riser All new service must be located underground
Plumbing Riser
AlC layout
Two sets of Energy Calculations
Lot Drainage Survev
Pool Barrier Requirement Form (signed) Pool permits will not be issued without barrier
Application is hereby made to obtain a permit to do the work and installations as indicated. 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
and laws regulating construction in this jurisdiction. By signing, applicant affirms that all aboye is true and correct
and that he/she is an authorized agent of the Contractor/Owner and has r. u to ap1 f~rnrit
.~ . ,-.... . , f A /J
Applicant's Name: i t~l.X H\)J ,.. ,v~UL Applicant's Signa - ..tV .'
Date: Ilz,..~t (j 4-
Or&i~
For Notary use only: State of Florida, COflIlty of~- . , 20 DY, by n i " 1'\ f
Sworn and subscribed before me this ~ day of ~.(.l "\ Kct!f'~ IA.J. f/~\
~j/f\ ~ r Name of Ap licant
~. who produced identification: or
,
. . is personally known to me.
f ~_..~
:\~t:tY "'Us
."0..".,, '0 DAVID P. DAPORE
Seal: .C ~~d ~ MY COMMISSION # DD329953
^",~"," EXPIRES: June 21, 2008.
<;"#Q,f\.o'<-~ BOI1dedThnJ Budget Natery Services
G:\Bldg.Dcpt.Fonns\BP APPliCATION This form ffiJ.Y be f1upl jClled
FROM :CITY 0F CAPE CANAVERAL FAX NO. :321 868 1247 Jul. 15 2004 03:51PM P3
CITY OF CAPE CANAVERAL
AT-RISK ACKNOWLEDGEMENT FORM
For: L~LEARING PERMIT initials; ~
(plCIIJlOinitiohclttto FO ATION-ONLYPERMIT ~ak: r ..?:?
appUcable petmit) UNDERGROlJND UTILITIES PERMIT initials:
City of Cape Canavetal Building J)epntment 105 Polk Ave. CIlpe Canaveral,.FL 32920
(321) 868-1222 You may fax this form to: (321) 868-1247.
Date: 'OJ 1201atr Project Address: 9 t1Jt:J9 /'1-~~a~r ~ J~
1, ~~;{ A<<./ (permit bolder), hereby request this special permit for the jobsite
(Applican1's lllIIIIe. PLEASE PR.INT)
described above. The issuance of this permit does not relieve permit holder from any required tests and
inspections. The fee for a land-clearing or underground utility permit is based on valuation per ordinance.
The fee for a foundation-only pennit is $100. The permit will be issued at the discretion of the
Building Official. The permit does not authorize any work beyond that which is specified on the permit.
For Foundation-Only Permits of buildings more than three stories, !.bis sHows construction up to and
including pile caps. For buildings up to three-stories, this allows construction up to and including the
monolithic slab. Continuing work beyond this point will constitute a violation ofFBC 104.6.2 and will
subject the permit holder to the penalties set fonh therein. This fonn is not a permit. An appropriately
licensed contractor is required to be the permit holder if this is for a Foundation-Only permit or an
Underground Utilities Pennit. NIland cleariI18 activities wiUJ>e in compliance with applicable ordinances.
I understand that this is an "At-Risk" permit. Which means that the permit-holder oroceeds at risk of having to
perform re-work that complies with the requirements of the Building Pennit or any unforeseen circumstances.
By my signature below I attest that I understand and agree to the conditions set forth herein and that I
~ority to enter into this agreement.
( U~~( CGCOl :S$2-'1 7holo4
Signature _ applicant License number I Date
!/ _~.. .. t!
VI vv\'/vA
For Notary use ~nly: State of Fl~ri~~ C~unty of By~ Ud ! {] / 10, i (. t? ([1("
Sworn and subscnbed before me this . L-O"'-:::day of ,~\..-L., , 20 u'1 , by I \. "":it ~1 1/" .Lv. [AI'-
, ., (.I CJ) N oL'4>Ph
fl who produced IdentIficatIon: N I A- or
is personally known to me. .
~~~y P(J~ DAVID P. OAPORE .." ,~-"--=7 ~"--_.__._-
o .... /" ~, /.- ;-..... ~
.,ill: _.....___t"_ ___._....."loI"l.If'\uJJ.r'\r'\l)ooa~~ /. ./ \. ~_.. L__
, -~. - "Yf'''''MI''"~'uuu."w....... .' .... '-~./I".~.:' ...,..,..,....
M VV", u~".m. --. /' -"t7'i:~ I
Sea]: * -Ie EXPIRES: June 21,2008 ? <' . __ ,..-':" -,
oS}. ",,'" Bonded Thru Budget Notary SelVlces SiSJl8iurc:?otary Pu At tar
~~~ '
'----
JUL 15 2004 15: 48 321 868 1247 PAGE. 1213
Rug 20 04 11:44a p.2
.
:;TATC or rLORIDA DCPARTMCNT or TRAN:;PORTATION 850-0<!1>-21
SlATE HIGHWAY ACCESS CONNECTION $YGTEMS Pl.J\NNING
COMPLETENESS REVIEW '''IH
l,/lag$ '1 012
Additional information is required on the bolow roferencod Connection Application
PART 1: APPLICANT INFORMATION
APPLICATION NUMBER: 04 A 5900013 Section 70060 SR A1A
PROJECT NAME: COUNTRY INN & SUITES
Namo of Applicant or authorized agent: Kont Olivor. Managing Partner
Name of Organiz;Jtion: Portview Inn and Suile~. LLC
Mailing Address: 215 N. Central Avenue
Duluth. Minnesota
Engineer. Consultant or Project Man<lgcr: Noel Droor. President, Droer & Associ3tes, Inc.
Address: 590 N. Wickham Road, Suile E
Melbourne. Florid<3 32935
PART 2: ADDITIONAL INFORMATION REQUIRED
NOTE: YOU HAVE 60 DAYS FROM THE RECEIPT OF THIS REVIEW TO RETURN THE ADDITIONAL INFORMATION
REQUESTED. If the additional information has not been received by the Department within 60 days, the Application
shall be acted upon with the information provided in the 3pplication. (You can request more than 60 days by completing
the Applicant Time Extension Form #850-040-22).
THE FOLLOWING INFORMATION IS REQUIRED:
1. Submit eJn <lpproved FDOT Drainage Permit or exemption <lpprov<lJ.
2. Submit approved FDOT Utility Permits for each utility proposed within FOOT right-of-way.
3. Submit proof of security per Rule Ch<lpter 14-96. such as, performance bond, letter of credit, or cOlsh bond. Include security
instrument receipt along with an itemized construction cost list. Attached: Security Receipt Form 650-040-20 with information on
letter of credit.
I I
Conlinued next p::lgc
'.. ""I:: I'
- _.. :1..-
JUL 20 2004 11:43 PAGE. 02
Au~ 20 04 11:44a 10.3
srA Tl:: 01' ""ORIOA Ol::PAR1'MI::NT Of THANSf'ORl'ATlON 050.040.21
STATE HIGHWAY ACCESS CONNECTION SYSr~MS "LANN,NC
11/9<1
COMPLETENESS REVIEW P.y.2 ur 2
PART 2 (CONTINUED): ADDITIONAL INFORMATION REQUIRED
ATTACH ADDITIONAL SHEET IF NECESSARY
PART 3: RESPONSE ADDRESS
IF YOU HAVE ANY QUESTIONS CONCERNING THIS REVIEW PLEASE CONTACT:
SENT BY; J;:)ck West ADDRESS: 555 Camp Road
PRINT OR Type
Cocoa. Florida 32927
TITLE: Permits M<:ln::Jgcr PHONE: ( 321 ) 690-3241
SIGNATURE: DATE: 7'2-0'1
JUL 20 2004 11:43 PRGE.03
JUL-14-2004 12:56 FROM: 9046411229 TD:14075995850 P: 1
~ DYNAMIC CONCRETE PUMPING, INC. ~ I
AUGER CAST PILES
POS"l'OFF1CE BOX 1915'1 - 3052 LEON ROAD
JACKSONVILLE. F'I..ORIDA 32245.9157 (904) 642.1na. FAX (904) 641.1229 JACKSONVILLE. FLORIDA 32246
. STAlE OF FLORIOA AC# 0 475533
. . EPARTMENT OF BUSINESS AND
PROFESSIONA~ REGULATION
CGC014367 07/05/(J~ 200003413
CERTIFIED GBNERAL CONTRACTOR
HOGLUND, CARL B...... ....r
DYNAMIC CONCR,ETE ..PUMPING INC
IS CERTIFIED w:I<!n' the p>:c>vbio.... of Cl:lA139 ll'S.
ll"'lJ)ir"~ic>n4..t., ~O'G 31, 2004 IlllO 01.0207050093'
-..-....-<.-.. ...
Post.!t'" Fax Nota 7671 Dalo ~a~es"
To From
'.'; .-
Co.lOop\. Co.
Phone It
Fax II Fax /I
JUL 14 2004 13:00 9045411229 PRGE.01
~ DAOOR &-
ASSOCIA TES INC.
(321) 253-8233
FAX (321) 253-8232
580 N. WICkham Rd., SUite E Melbourne, FL 32935 email: noel ~drooraB80ciates.com
October 25, 2004
Project #2004-22
Mr. Todd Morley
Cape Canaveral Building Department
105 Polk Avenue
Cape Canaveral, FL 32920
Re: Country Inn and Suites
Foundation Permit #2351
Dear Mr. Morley,
Please allow this letter to confirm that as structural engineer of record for the above
mentioned project, I approve the use of 4,000 psi design mix for all auger cast pilings in lieu
of 5,000 psi as shown on my specifications.
The 28-day breaks for this concrete have exceeded 5,000 psi and the Florida Building Code
as referenced i ection 1809.1 allows a minimum strength of 2,500 psi.
Please a ept this tter as my approval of this rnodification.
~"4Trk ywtt /1 7J '1
I 1/1 /1 A /" I' ./ f
/ II If /// // / // / 0,1 L--;
!/( Lly/J //// J il
f lIY/) Iv (/ ( ~ 1/ r
INobi~gE., President
/ Droo & A ociates, Inc.
cc: Neil Weber - Weber Architects and Associates
Kent Oliver - Portview Inn and Suites
Ralph Paul- R.W. Paul Construction, Inc.
Civil &: structural Engineering Inspections PE 37259 EB-0007218
105 Polk Ave. Cape Canaveral, FL 32920
(321 ) 868-1222 (321) 868-1247 (fax)
Fax
To: Mr. Ralph Paul From: Todd Mortey, Building Official
Fax: (407) 599-5850 Pages: 1 of 3
Phone: (407) 701-5557 Date: 7/15/2004
Re: Foundation-only permit cc:
o Urgent o For Review o Please Comment o Please Reply o Please Recycle
Ralph,
Neil Weber and I had agreed to write a special Foundation-only permit when a full submittal is received.
This permit would allow you to proceed with pilings up to and including pile caps. (This would not
include any other flatwork or columns).
A foundation-only permit differs from the regular permit in terms of scope of work permitted. A
preliminary review was done solely with the intent of helping to get you that special foundation-only
permit.
Please find those minimum requirements attached. While these items are necessary for the
foundation-only permit, please do not misunderstand that more items could be needed for the regular
building permit after sufficient time for review (for 1st review please allow 30 days).
If I can be of any service, please contact me.
Sincerely,
"
City of Cape Canaveral
PLAN REVIEW CORRECTION SHEET
Date of Review: July 15, 2004 Applicant Name: Ralph Paul
Project Name: Construct 152-unit hotel Phone Number: (407) 701-5557
Project Address: 9009 Astronaut Blvd. Fax: (407) 599-5850
The following items were noted on your submittal as areas requiring correction and/or clarification.
Please address each comment by its corresponding number. You may fax replies to (321) 868-1247. If you have any questions
about this plan review please call (321) 868-1222 and ask to speak with the plans examiner.
Note: this is a preliminary review for the limited purpose of obtaining a foundation-only permit.
These items are the minimum required for a foundation-only permit.
Please provide:
. Building Permit application requesting a foundation-only permit.--
. Completed "At-Risk" affidavit. (see attached) _.
8\0- Threshold Inspector's Methodology plan. '5t
. Structural computations. - I-v
Shoring and fe-shoring plans. 1iI." J6-'.
. Soils Investigation Repo~. W l~~eJ~1A.4' ""'J tflj??- - .
Copy of SJRw1VID permIt or letter mdicatmg no permIt reqUIred.
. ~
105 Polk Avenue .. Post Office Box 326 .. Cape Canaveral, FL 32920-0326
Telephone: (321) 868-1222 .. SUNCOM: 982-1222 .. FAX: (321) 868-1247
www.myflorida.com/cape .. email: ccapecanaveral@d1.rr.com
CITY OF CAPE CANA VERAL
A T -RISK ACKNOWLEDGEMENT FORM
For: LAND CLEARING PERMIT initials: ~
(please initial next to FOUNDATION-ONLY PERMIT 6tials:' .
applicable permit) UNDERGROUND UTILITIES PERMIT initials:
City of Cape Canaveral Building Department 105 Polk Ave. Cape Canaveral, FL 32920
(321) 868-1222 You may fax this form to: (321) 868-1247.
Date: Project Address: ~ ~CJCJ /1~~naur AJv~
I, ~/~A Au/ (permit holder), hereby request this special permit for the jobsite
(Applicant's name. PLEASE PRIJI.!'T)
described above. The issuance oftms permit does not relieve permit holder from any required tests and
inspections. The fee for a land-clearing or underground utility permit is based on valuation per ordinance.
The fee for a foundation-only permit is $100. The permit will be issued at the discretion of the
Building Official. The permit does not authorize any work beyond that which is specified on the permit.
For Foundation-Only Permits of buildings more than three stories, this allows construction up to and
induding pile caps. For buildings up to three-stories, this allows construction up to and including the
monolithic slab. Continuing work beyond this point will constitute a violation ofFBC 104.6.2 and will
subject the permit holder to the penalties set forth therein. This form is not a permit. An appropriately
licensed contractor is required to be the permit holder if this is for a Foundation-Only permit or an
Underground Utilities Permit. AU land clearing activities will be in compliance with applicable ordinances.
I understand that this is an "At-Risk" permit. Which means that the permit-holder proceeds at risk of having to
perform re~work that complies with the requirements of the Building Permit or any unforeseen circumstances.
By my signature below I attest that I understand and agree to the conditions set forth herein and that I
have the authority to enter into this agreement.
Signature of applicant License number Date
F or Notary use only: State of Florida, County of Brevard
Sworn and subscribed before me this day of , 20---, by
Name of Applicant
B who produced identification: or
is personally knovlln to me.
Seal:
Signature. Notary Public At Large
City of Cape Canaveral, Florida
BUILDING NEW CONSTRUCTION ~82
PHONE: 321-868-1222 INSPECTIONS & FAX: 868-1247 I
PERMIT INFORMATION I LOCATION INFORMATION
Permit Number: 2582 I- Address: 9009 ASTRONAUT BLVD -
Permit Type: BUILDING NEW - $2 K PLUS _ CAPE CANAVERAL, FL
Class of Work: 213- Hotels/Motels I' Township: 24 Range: 37 Book:
Proposed Use: MOTEL/HOTEL Lot(s): Block: Section: 15
Square Feet: 102,736 ! Subdivision: COUNTRY INN & SUITES
Est. Value: 9,417,809.00 ~ Parcel Number: 243715
Improv. Cost: 9,417,809.00 L OWNER INFORMATION I
Date Issued: 10/29/2004 I Name: PORTVIEW INN & SUITES, LLC
Total Fees: 72,891.76 Address: 215 NO. CENTRAL AVENUE
Amount Paid: I DULUTH, MN 55807
Date Paid: I Phone: 218-628-0311
Work Desc: CONSTRUCT 152 UNIT HOTEL PER SUBMITTED PLANS
I---------~______m__________ _ -----------------m----------------__r__________________________________________________~
__ _____ _ ____CONTRACTOR(ID-_____________ _ ____ __________ ________ __ ___ ___ ___ I ________ ~ APPLICATION FEES_
~VV PAUL CONSTRUCTION, INC (407)599-5858 r BUILDING OVER 2K 28,904.00
TADCO ELECTRICAL SERVICE I ELECTRIC NEW 9,120.00
B & B PLUMBING (321)728-0194 PLUMBING - PER BATH FEE 9,120.00
SUNRISE MECHANICAL (407)647-5547 I MECHANICAL - NEW CONSTRUCTION 7,600.00
1 PLAN REVIEW OVER 2K 14,452.00
I FIRE PLAN REVIEW 2,568.40
I RADON SURCHARGE 1,027.36
I CONCURRENCY 100.00
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______________ ______________________________ Inspections Required ______________ _ ____ ____ _ m_ _I
Tie Beam I Roof Sheathing I Window and Door Bucks i Pre-Lath 1
Drywall - Firewall I Fire Taping I Pre-power I Sewer Tap
Insulation ! Driveway/Walks I Column Pre-pour Final
Footing I Underground Plumbing I Slab -I Fire Alarm System
Final Fire Suppression I UNDERGROUND STORM SYSTEM I Road Base & Density Test I Asphalt Application
Site Final Iii
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I~~ NOTE: ADDITIONAL INSPECTIONS MAY BE REQUIRED_
APPLICATION ACCEPTED BY:_ PLANS CHECKED BY",,/~PPROVED ~
NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 6 MONTHS, OR
IF CONSTRUCTION OR WORK IS SUSPENDED, OR ABANDONED FOR A PERIOD OF 6 MONTHS AT ANY TIME AFTER WORK IS STARTED.
i HEREBY CERTiFY THAT i HAVE READ AND EXAMiNED THiS DOCUMENT AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND I
ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. GRANTING OF A PERMIT DOES NOT
PRESUME TO GiVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE
I' WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT
MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY IF
I YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY
1- A TTORt~EY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I
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I ~ <,/'/ /::7_ '
I /~~ /c;7l~~ nCT 2 9 2004 /'4?~~~<~i,~ ...-___ /?-, c' 0 Y I
I [;/ ISSUED BY1l1AT~) ------- /" AUT~RI~ SIGNATURE/DATE I
~-_/"
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MA TERIAl REQUISITION 3490
(NOT A PURCHASE ORDER) @2001 !l!1R!f9RM@ 1L 115
TO: ;< \/;[ Paul C.LY/)s{fu c- -tOn I DATE: 5/ il lo(""
DELIVER TO: 5<g I C. HClrC.rtio A Ll-e.. t/lA /ILi ",,;(
;::L :3 ;275 I
CHARGE TO JOB NO. Oell - 3-;;;2;2. IOdO
keJ<.X~ ?J..e/n:--r f'e.-e-5 POi Pefl'1:-r :#-:25 ~:z :3 <-fO. CD
8v;-C~
rrofL 1:5;2 vex.)!"',
---- 150
(0
CHECKED BY: ENTERED BY:
.,
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h
":.......w:(w....,.:.~:.,,,.,,.,,,.:;.,_~.,,'''_'',,.:.:,,~,,:"m,:p'~'~E""":'''''''''''''w '''':''''''''''';:'~''''''~::':'''''''''''ioW ~"'1""~'r ..--.,.".:.:.,::.".~t''':i~''''''''~'' ~,,,',:mn''i.''(."''''"'-''''' - '., ,
BUILDING DEPARTMENT
"'''''''''-''''''".,,';,.--.-.-,.,-.-.,-.-,-'.,-,....-..,-,.,:,:.',-,-.',.,:."...'."'..:,'.::,' .:"""::.:,.,"''"'':':..'"
,. .__''_"''"'',,.....'..."."A."'"W ...."., "..,,^'
Memo
Date: May 11, 2006
To: File
From: Todd Morley, Building Official
RE: Country Inn & Suites - Permit #2582
the permit fees were recalculated using the new total number of rooms at
152 rooms submitted. The difference owed to the contractor in the permit
and Forty Dollars. ($340.00).
(Electrical I Plumbing I Mechanical) 001-322.1000
25,840.00
~ New Amount 25,500.00
Difference of $340.00
Total Refund: $340.00
City of Cape Canaveral, Florida
BUILDING NEW CONSTRUCTION 2582
PHONE: 321-868-1222 INSPECTIONS & FAX: 868-1247
Permit Number: 2582 Address: 9009 ASTRONAUT BLVD
Permit Type: BUILDING NEW - $2 K PLUS CAPE CANAVERAL, FL
Class of Work: 213- Hotels/Motels Township: 24 Range: 37' Book:
Proposed Use: Hotel Lot(s): Block: Section: 15
Square Feet: 102,736 Subdivision: COUNTRY INN & SUITES
Est. Value: 9,417,809.00 Parcel Number: 243715
Improv. Cost: 9,417,809.00
Date Issued: 10/29/2004 Name: PORTVIEW INN & SUITES, LLC
Total Fees: 72,55.1.76 Address: 215 NO. CENTRAL AVENUE
Amount Paid: 72,891.76 DULUTH, MN 55807
Date Paid: 11/05/2004 Phone: 218-628-0311
Work Desc: CONSTRUCT 150 UNIT HOTEL PER SUBMITTED PLANS
R W PAUL CONSTRUCTION, INC (407)599-5858 I ELECTRIC NEW 9,000.00
TADCO ELECTRICAL SERVICE (321 )768-6108 PLUMBING - PER BATH FEE 9,000.00
B & B PLUMBING (321 )728-0194 BUILDING OVER 2K 28,904.00
SUNRISE MEcR AN ICAL.... ........ .(407)64:]:..554-1----- ME-CHAf'fICAC:NEW CONSTRUCTioN--- 7,500.00
PLAN REVIEW OVER 2K 14,452.00
FIRE PLAN REVIEW 2,568.40
RADON SURCHARGE 1,027.36
CONCURRENCY 100.00
Slab Column Pre-pour Tie Beam Roof
Window and Door Bucks Pre-Lath Rough Electric Drywall - Firewall
Fire Taping Pre-power Sewer Tap Insulation
Fire Alarm System . Final Fire Suppression Road Base & Density Test Asphalt Application
Driveway/Walks Site Final Final Form Board Survey
Rough Framing Rough Plumbing Rough Mechanical I Above Ceiling
NOTE: ADDITIONAL INSPECTIONS MAY BE'REQUIRED.
APPLICATION ACCEPTED BY: PLANS CHECKED BY: APPROVED BY:
NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 6 MONTHS, OR
IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 6 MONTHS AT ANY TIME AFTER WORK IS STARTED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS DOCUMENT AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND
ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE
I= n A r. r. c:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT
MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TOYOUR PROPERTY IF
YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY
1_ _IIORNEY 8FF-ORF RFr.ORDING-'lOUR NOT!CE-OF--COMMENr.EMENT
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I ISSUED BY/DATE AUTHORIZED SIGNATURE/DATE
'?"" 1".e..VI.Je.4-X- I...-MI'-'-'-'I.... H<-" 1 ~\. Address: YOgSf ~,/ld~ If;5ti,lj) ~ 'j
BUILDING PERMIT FEES: " CrtJC(;t/mr, IAJf.J '" S't-t[7?>S ~ ~ '0 '.
Building Pe~mit per square footage:..(O~..73k...~.9.rf...)(....sr/~6. 7 z f; 4/7; ~()1
Total Sq. Ft. (Living Area):
Total Sq. Ft. (Enclosed Area):
'BUiicii~gP~~;if:b~~~d~~~~l~~i:i~~:......%.1.z:0..~d9............:~....... :z / 50 7
/
~ 57>t:> I OCP C ,. .. _ -c..
Total Sq. Ft. (Living Area): _. '1!:,/11?;:;g~) 9 Z /!51tl/x 3 7, :;z 6 7";;; L/
r; :2 If? 7 0 f' --l-.
Total Sq. Ft. (Enclosed Area): . ( .
Buil ding Permit miscellaneous:.....................................................................
---.-..TohirSq~.F[-{Living-Areay:. - .. ..-- .... - '..... .. ------------- u__ -- un m___.___... -------
Total Sq. Ft. (Enclosed Area):
..- -" -"" ..~.. -. ...'"---.----. --~-_. ------ --_.' .'. . - ."""" .-.-. -., ._--~_._. -------------,---,-.,._...-.,,-,._- - -. .---..- .-
EI ectrical. ~..... .CO..Y....1. Sf>... k!. !.!..<.. ~~ .2..... ...........:...................,.................. 9 tJ:eI-eJ ~
Plumbing..... re.r;;?...y.. L.Sl!.. .t1. Y~.t. ..r?.. ....... ...... ................ :... .... .........:..... 9ocOI!J r>--
Mechanical..S-<2.....2S.'..I..~P... .(1. 1/.t1:5.. ................ ................. ...~...... ...... 7 ~57.S)6'~'
Building Permit Plan Check Fee..................................................................... /4 4.5 2 '''1,-
8ire Dept. Plan Check Fee......!(2.Zt.73.G...X..r..O'.2:.C;;............~.:.......... "256/;1 ./-[D
....... /'
, 5-
Radon Trust Fund: sq. footage / ()2, "736 X . C).!............................... /0 Z"7 ,.-
-'on M t F . / /),r-. '1>'-
- currency anagemen ee......................................................................... . (..';:/ C/
::::a pifal Expansion Fee...... ........... .;............... .... .................. ................................
.,' 7h.
Total Building Permit Fees:...... 7 2" .5 ~/ ~
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;EWERPERMITFEES:,jf}-ctNbf2J WIt.- zS - C9 233 7~ /-102 {; !!-!:.
: { ( If
S . I / c;-o {/ /U 17.5 cZ)) ry-7 G' L- I -::?/ ...d' c::?J ~
ewer mpact Fee...t.,,"'............................'............<;:<....f.............................. .:::J, 7 (,
'j
'Sewer Tap Fee..........~..2.......~......~.~=..................................:..... b CJ ~
-- 40
Total Sewer Permit Fees............. I ~ ~ .S> 72 ----
f
By: UhJkk&4 Date: Us/10m 6
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,l;~" y' /0,.,</ 73&2X q/'{i;7 -:; 1J V/~gOj *:.. UI!7)1I14{ L.A1C-uIA.. It-Oi)
\ v'
, ~G PERMIT FEES: ~9X/.o~ ~ql.1R7 2582
,#'taing Permit per square footage:..Il??/.7.?ff....~..?YA~~~fr.:...... q J t.j 17, Bo:j
Aff
;; T t IS Ft (L" Ar ) ;:::;'/~r .50000Q..- . .. , 2/1.5'0'- ..2.tc..c::>
. 0 a q. . IVlng ea : ../... \,;)
~4ch 4ctc!ll Icx>o {~&',,( ~ ..2(p 75'7-- ;I.~ 7srj
Total Sq. Ft. (Enclosed Area): I
B 'ld' P . b d l' p. :t., eI'J
Ul lng ermlt ase on vauahon:..................... ,) . ,,< "1>. <fOe.;
,
Total Sq. Ft. (Living Area): · +
~ +
Total Sq. Ft. (Enclosed Area): 9,1 +
+
B 'ld' P . . 11 +
Ul lng ermlt mlsce aneous:..............................
+
-----TotarScf.Ft~-(LivingA.rea1:------------- .---+y(J2-1-$'3-6--+----------~-- ..------ ... ..... .- ..----.. ....____n.
1 +
Total Sq. Ft. (Enclosed Area): 1 ~ *
ElectricaL.... .....$...4~!L1..'!.(C. ......... ..~.t?.J: !.~~ ....... .... ................... ..... ........ 9;/ 2.() -
...-
Plumbing....... 4..ft.%.tJ/L.... .... ... ..CP.tJ.XI.~?-::... ........ ...... ......... ...... ......... .... ~ I 2a -
Mechanical. ~..f".C?~!1lt............. .~~ Kl:?"~.............. ....................................... 7 J hOO - __.
Building Permit Plan Check Fee......:.....,..,.............., ......(.;;...'r.:....................... J ,,-/,, 5/52. ..,--
r
Fire Dept. Plan Check Fee..........!Q..~.?;?re...~{:P.?-5................................ ;I, 5~~. YO
Radon Trust Fund: sq. footage 102/ 7~ (p ................................. 1/0;2 7,3(...
Concurrency Management Fee...... ................... ................................................ I ()() .-.-
/ \
Capital Expansion Fee..........I$~:;!;...:....':..~.A.:.-+1...................;..........................C S?C-- A7-&:d~o()
-"
Total Building Permit Fees:...... 72 , ~ cr l.7 (p-
o u{ou-t CqP,"-er.( GkV4/vsL6Y,\
SEWER PERMIT FEES:
<1 7h,.~ I V J C:::-''J _ I "Z ':2.."11,,.1 ......_ ,__
Sewer Impact Fee......~ .....':':....:. :...~..:..-:...:::-:-.. ..:-:-....:.. .-:.'.1. ::-::'.'!.:..~.~...... I S 3:;2l./ fj, 72-
- & .
Sewer Tap Fee........~....e..~~.;!0.........."........".......................... 60 -
Total Sewer Permit Fees............. J 33.. 3D Lf.7;2.
<fj~llf_k
..%;.....r...,....,..'.1.....:...:......r...._....................t.......~.....'iB....;\..:.I'II....~..i...;....'...@.'.."..:..........................:......... CITY OF CAPE CANAVERAL
. "''/''''''']j'U "
?,!r,rili~f~11 BUILDING PERMIT APPLICATION
., City ". f Cape Canaveral Building Department 105 Polk Ave. Cape Canaveral, FL 32920 - 2' 5 8 2
.., ~ . (321) 868.1222 .
Date: \ 0 Z. 1 " Permit #
(You may download this applica ion: ~mYflOrida.com/cape. You may fax to: (321) 868-1247.
Important: A checklist is provided on the back of this form. Complete the checklist and provide other documentation as
indicated on the checklist. A copy of contract may be required. Application packages will not be accepted unless complete.
CONTRACTOR WILL BE CALLED WHEN PERMIT IS READY.
(Contractor/Owner-Builder is required to sign for the building permit, unless indicated otherwise by affidavit. I.D. may be required)
Address of Job Site: 900 9 A S\ RO N (~V\ Rv'D. C~ G:\N ~ vE:rtPl L fL
Legal description of property: TWN:24- S RNG: ~51j::.sEc 1 S' SUBD - BLK --=-- LOT: --=-- PB: ~ PG~
Name of Property Owner: \'orLTV\c'vU c:.::J: d5u~rLS Property owner phone number: 21 'b '-~i26'-Z:~Z2.
Address of Property Owner: Zl- '. ~~\V\Jq( YE. VLH.u. 5 SiJO"1
Community Appearance Board approval date: l't. Site Plan approval date:
.y Type of Permit Brief description of work:
;/ Building C{"n",,\~\Y\-\.;~"" t....h:.A./) 1;::.,2. CA H:T -:A..
v' Electrical
i./ Plumbing
f./ Mechanical
Other
Type of Square # of # of dwelling # of # of Total valuation of work
.y Building Feet stories units bedrooms bathrooms
Commercial
SFR
Townhouse
Apartment '10 150
Condominium
Other
Architect/Engineer Name: wroEfl.. A1.cI:-n~5 - f\'!A
Address: (}.AJ~ \L19 ~t~_ .55s':)G
State License No.: Phone (office )::-j5: z-tt7~ -44~ne (cell/pageL): <fS2 -474. ~14~ax:
Primary Contractor Name: "RPu?\-\ h;.'VAVI... Name of Company: l(
Address: \-!.(titP{t\Ll A:~ r'V>rm~~:> l
State License No. :~O\;-,S t q Phone (office): 481. ,S'll<Si)St"Phone (cell/pager.):4ff1'7dhSSS 1
Electrical Contractor Name: TAOCO~v"L "51SW, Name of Company: 1M
Address: ' ;'''5 (Y\Al.A- Ait '0 NLU ~Q;A-Y '3Z,<ia1
State License No.: ~(O"cj;J I Q'5'O Phone (office): Phone (cell/pageL):
Plumbing Contractor Name: Name of Com pan X:"
Address: i..\ /' 'PC' ;) G1G' 4-
State License No.: e (officeY~Zl--rtT, .<'(ej\,':f;hone (cell/pageL):'5?,\ ~30c' \
Mechanical Contractor Nan:e: :5~{~ ',,'i ~ j')\.~t("""'" Name of Company: Nifttw...... LL':: ',.J,
Address: \ ~:> 0 GU4~ S T ' WH~fp,- f j1-f1.J( /\::L. .~ 1:1 t'f
State License No.: CAc.o 5YllDCj '1 Phone (office ):407 ~V1+ l' .5S'q-1Phone (cell/pager. ):4cJ1, ;30, :}.L;B'.p;j.Fax:
Specialty Contractor Name: .,.- Name of Company: -
Address: _'_ -
("'1......... IT 1 T' _ -"'T_ ..... T"o.,l.... . f..r"t-....". __~_ .... ..... .- ."~'. ~ .......
I ~lale/Loca1 License 1'10.: _ rnone (,oIIlCe): t'hone (cell/page~): tax: I
G:\Bldg.DeptForms\BP APPLICATION
..j Building Permit Application Checklist Notes
Completed Permit Application Current code edition: FL Bldg. Code 2001 (as revised)
Current survey showing all proposed construction
Notarized signature - Owner/Builder Affidavit If owner is acting as contractor
Sewer Impact Fee receipt May be deferred until C.O. Unless job is remodeling
County Impact Fee receipt May be deferred until CO.
Capital Expansion Impact Fee receipt Maybe deferred until CO.
Sidewalk Impact Fee receipt If sidewalk exists on lot
Recorded Warranty Deed / Proof of Ownership
CoPY of Recorded Notice of Commencement (over $2,500) Over $5,000 for Mechanical change out
Current Worker's Compo Policy / Exemption Record will be kept on file after initial submittal
Community Appearance Board Approval For all work visible from Public Right-Of-Way
Planning and Zoning Board Site Plan Approval For all new construction of four units or more
Concurrency Forms For all new construction not part of approved site plan
Primary Contractor's State License Record will be kept on file after initial submittal
Subcontractor's Authorizations: Record will be kept on file after initial submittal
State License Notify Building Department of contractor changes
Plumbing Contractor Plumbing Contractor_
Electrical Contractor Electrical Contractor
Mechanical Contractor Mechanical Contractor
Roofing Contractor Roofing Contractor
Swimming Pool Contractor Swimming Pool Contractor
Gas Contractor Gas Contractor
Specialty Contractor Specialty Contractor
Construction Drawings: Per F.B.C. 104
Two sets of sealed construction drawings (three sets if commercial) Per F.B.C. 104
Electrical Load Calculations
Electrical Riser All new service must be located underground
Plumbing Riser
A/C layout
Two sets of Energy Calculations
Lot Drainage Survey
Pool Barrier Requirement Form (signed) Pool permits will not be issued without barrier
Application is hereby made to obtain a permit to do the work and installations as indicated. 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
and laws regulating construction in this jurisdiction. By signing, applicant af hat all above is true and correct
and that he/she is an authorized agent of the Contractor/Owner and has thy'~ ority pply D r thig~it.
- -- I !c:...~.
. ........, .i .
Applicant's Name: ~AU?t-\ \..u ,\~4VL II\~L
Date: IO\Z,1 \a~
, "
~~
For Notary use only: State of Florida, County of. . .. // !, I /1 ;
Sworn and" subscrib~d before me this d~v of Vofr1Dlf- .20 ()Lj. bv I( tA-/plcl t/J ji:1:.A...(!
- --.---, . --=----<-0-, . ~ '
ame of Applicant
Q who produced identification: or
~ is personally known to me.
/ _-; ~KY ;;'UO
;;."........"0 DAVID P. DAPORE
S I. *,,~ * MYCOMMISSIONIDD329953
ea . ~~... EXPIRES:June21.2008
-1>:_ m m. _(1.'\ Q......l~.lTL__... i. 00 ..___.____ _
e Or: F\}F UUIH,Ie'\J ! !lfl.! oUQget Notary sar,ices
G:\Bldg.Dept.FormsIBP APPLICATION This form may be duplicated.
73)f 7 .:;::
BUILDING PERMIT FEES: ~ j,O$ ~q/.
Building Permit per square footage:..IQ.?,.7.~...~...?YA~!?~~r.:...... q; V 17, go;
T t I S Ft (L" Ar ). ;::;'><,;;;r. 000 0 - . .. 21 .==-- .2.
o a q. . IVlng ea .
E:&t cIA c..,lJII .ratiO ('9Jt'll)( ~
Total Sq. Ft. (Enclosed Area):
Building Permit based on valuation:.....................
Total Sq. Ft. (Living Area):
Total Sq. Ft. (Enclosed Area):
Building Permit miscellaneous:..............................
Total Sq. Ft. (Living Area):
Total Sq. Ft. (Enclosed Area):
~ 1/ or' ---
Electrical.......... .... ..... ~7..~e!.~ ............. .... .CI..'?.J !.~..;?... ..... ... ............ ....... ... .......... 7;) 22) ~
.#
Plumbing....... .4..??o/l1.r:.tC............ Ut:? A..I.".~:"?. ................................ ............. q I :2.2J =-
MechanicaL... .2.t? hnlt.............. .~~Xl ~~......... ... ......................................... 7# (bOO .~
Building Permit Plan Check Fee....................................."'..-;...'r.1....................... / l{,!t 5Z -
,
Fire Dept. Plan Check Fee..........!9..;.??~~...X.:.'9..?-5................................ :21 5~rg " if 0
Radon Trust Fund: sq. footage /02",73 (p ................................. I.li'o;l7-3(,r
Concurrency Management Fee......................................... ................................
Capital Expansion Fee......... ( 'Se.e..... /l-r-f.G:cJ-e.cc{)
'- .-/
Total Building Permit Fees:...... 72} c:; 'll .7 Cr
SEWER PERMIT FEES:
SIt F I=-'2 ;J' " --
ewer mpac ee..................................................................................... ~ 1..-1 If, /2
S T F /0' =-~
,ewer ap ee.............. 0 ~
Total Sewer Permit Fees......___....
,~w~~ _.~el:J, 0:_?0~~ 15: 5~ FR R I,J PAUL COliSTRUCTlm~ 4075995850 TO 13218681247 P.02/02
NOu 0d 2~~4 09.S? FR R W PAU~ CONSTRUCT10N ~0?599595ij TO 13217SS?S51 F'.~2/~2
. CITY OF! CAPE CANAVERAL
AUTHORIZATION FORM
City orc~ Cllllll!..tr.aI1iiIOiIdJ:l~ D"f--Il[ \1l5 pglkAyc::. Cap( CIl.!l&~l:ll'oi, l-"I. 32920
I
i (311) 8fi8-u,21
('Iou. i'ntly d.owrIload thi~ l).1.rthor~'lol'1.~ v.'WW.~vflorld.n.eom)cag. VO\l m,il)' fax ~o: (321) 86&-12<1-'.
/1/'1/0'/ I
Date;: ~ Pennit1i;
(
I
CONTRACTORS AND SUBCONTF-I\CTORS ~ PLEASE. KA.W YOUR SlGNAnJRE
NOTA1tlZED AND SUBMIT THIS FORM YJITHTHE nRMIT .A:PPLICATION.
I, ~fJ rIf'i ;J.. D,4\1i J E LOod ./ ~'{rebY aulhor= k,..r-~ ~c:,bc-t:.oer
(S11Jl.i< U:msc Hol..wr~ 'NO/110 * 1'1.&"SE'1ltl'ITl C....-.,;ud ......... -l'UiASE 'lUNi.')
to obWi.n ~ permit 01'1 my behalf under my ~1'1: liQeDse as issued by the Deptu'tment of
91.lsines.$ and Profe$siot'lal R.egulation, Co~odoo Indu~ t.teetlsing Board f/.()ODI'i31' .
tS~L.it_NUll~
fur the job ~lt" ~bed below.
..J ~....Qfferm.it , '?~;tV~~'~'~~$U;tE.~
Building; , Name otPropertyOw!1CT
,
!-plumbing I 9ct:5 ~~~ ~l-VkP
!
-V Electrical A<:ld:ess of Job Site
Mcc.l'Wlieal ~JII~~
Rocfmg
Swimming l'Qo!
Spteialty St\1\lCl\\.U'e SignaturE of Liceme Holder
Othl:f':' Specify: !
.
,
F Qr Nowy u:;e onl)': S1lllt~ of Florida. CQWlt;y of Brevard
Sworn Jtld sub$cribcd. befet.. tn'" tl1h 4th dzy of'~ovCl11bcr ... 20"QL. by T'irnotlw A. DnviR
E3 .bil plt;d~~d idem:ifi<:atlon: Haftle or Appl",""l
L~ r'1f'
X is personally kno"'ffllO ltIe. r_ ,LJt~~~
Se:al: r:~ p~ JO"PI'IoDw.I~
,,~) a4y c~ D004141lo1 . $i .l'lo.....,. 1'\.II~ ..., ......'"
.. !Jrp4nl'IAuIlIMt 2'''..oll'IOIi
C;\!lllll.tl.ltt.FQrrn~v.~lMti~Io" rom. ThiA r"",, "'l\.V \iii dvoliCIt!d.
** TOT~ PAGE.~2 **
NCU ~4 2e04 15:19 3.21 768 7551
F'AGE.02
** TOTAL PAGE.02 **
HOI) 04 2004 15:50 FR R ld PAUL (ni~C;TRlli-:TIrir~ 4D7<:;QQ"'8sCl FI q'105R'-q~ P. (H/~12
--.- '-'- - ..~,_.-,~ '_ ~ 1;_ ..l.._u;::... U I_oLe:." {
II R. W. PAUL
. '=,?Nt~lUUCIlON"INC.
Fax Transmission
Phone: \(407) 599.5858
Fax: (407) 599-5850
COMPANY: C ~~ cfr ~~ C G0CL,.e,.~. ( FAX: ~ t~ '7"S-7~ I
ATTENTION: \)u.-re-e
DATE J \- L/-DL( FROM: Q~\ ho~ ~
NUMBERS OF PAGES: Ol(lnduding this cover sheet)
NOTES:
- A '-'- -\-'- <'\C" ~ <:..,-=..{~~ ~U''''' kH- ~r t\{',', I,; (\., J"-
+-\..< CCJ'-'-o'-tJ..r7 rr1" t SI.A-~<""> C&(Je CC-"'\.,,-~r=( ) Ch
~
-
-
If there are any probl~m3 in receiving this transmission, ptea5e call (407) 599-5858
58i E_ Horatio Avenue to Maidand, PL 32751 (407) 599.5858" Fax: (407) 599-5850
CITY OF CAPE CANA VERAL
NOTICE OF
CAPITAL EXPANSION IMPACT AND SEWER IMPACT FEE
TO: Applicant for Building Construction Permit
FROM: Todd Morley, Building Official
SUBJECT: Amended Impact Fee Ordinance No. 07-2002 and No. 08-2002,
as amended Apri116, 2002, the Capital Expansion Impact Fee code
section 2-234 and the Sewer Impact Fee code section 78-122.
Please be advised that the City of Cape Canaveral has adopted Ordinance Numbers 07-2002
and 08-2002 as amended, "Which require all impact fees shall be paid by certified funds at the
time of issuance of the certificate of occupancy for such new construction."
The amount of the impact fees will be calculated according to the applicable formula set forth
in Section B Schedule of Fees of the ordinances, and must be paid before the Certificate of
Occupancy is issued.
The undersigned owner or agent for the owner for a building permit application for
/7
certified that he hasF~SlQthe foregoing notice and received a copy of same.
./ .' / ,'"
j;):t:~~j,,~-jP ,'??\~i:;;~~- /~/~,. L, l.J/
{ i' V I'
Ow~er oy0:gent Si,ghature Da{e
//" ,
11/02/2004 14:52 4[175478550 SUI..1R I SE AIR cOI.m IT 10
Pt~GE 01/02
. CITY OF CAPE CA.N.A. \!ERAL
AITTHORIZATION FORl\l
City of Cape CanaV8;.l1 Buildil1g J)epartm~rlt 105 Polk Ave. Cape Canaveral, FL 32no
(321) 868-1222
(You may download this authoriz:at/0n: ww\v.mvflotida.comJcape;.. You mOlY f<l,~ to: (321) 868-1247,
Date: _~// ':2 - ~ Sf Permit #:
CONTRACTORS AND SUBCONTRA.CTORS - PLEASE HAVE YOUR SIGNATURE
NOTARlZED AND SlJB!vHT THIS FOR.,M WITH THE PER.\1IT APPLICATION,
I, ,//(/ c#AJ-d MpL.c!~~ tV / '~ffAFdv
, hereby authorize _,.A 1'9 A' ~ 1'''1
(:"5li1te Li(.~mc nolder's N~",~ - I'LEASlO PRINT) (Authorized p~r5on - PL.EASE f'RlNT)
to obtain 11 permit on my behalfl..lnder my state license as issued by the Department of
Business arJ.d Professional Regulation, Construction Industry Licensing Hoa.rd CA CoO S'" ~~ 9'7,
(State Lice~ Number)
for the j()b site described below
loJ I Type, of Penuit.. I '?of"TV\V:~' ~~~{SV\\'ES.
I Building I Name of Property Owner
l Plumbing 9 CD1 f\S~GNNJ'r\SL\J '0
Electrical Address of Job Site
Mechanical ~. J/
-
Roofing
Swinuning Pc)ol _ Jt I 7;7 vfl-
-i :l """ Sigl.l.atureof License Hoider
Specialty Structure I
I
Other - Specify: I
Por Notary LIse only: State of Florida, County of Brevard 1 f ~ ?
Swam and subscribed before melhls ~ day of rJC) V ' 20~ by 1';;( fC~AH;fn--?C G- Cd~
Name of Appli ant
a w:~g--Produced identification: ","'.'- or
i ........ -"is personally known to me,
~a\. T!'8\IIll\lf\"<;~l!l' ~7 /:.
S<:al: // ~ -7 c../. -~7 /
. ~ -. ...." COmmlsabn D02~40lS;. ..- --- ~ .-' ."- --:-6- ,,'L ~
'_ ~ El3lIms Jvl'i Zi 2007 7 S\gnature. Ni)~i<: .}Yl:atge
( {/ (.~./
O:\3i:::g.Def)t F()rmS\Authonzll.~;(")n POH11 Tti tS fonn may be: dupt tCi.1u.d.
OCT 29 2004 12: 3f2 FR R '.,J Pi:jUL COH5TRUC1 r Cti 4 07:;:;~958521 I'D 1321 ',);)41328 P '::l' ..;>0
i""j ,.";l;;\.i~ - ....."" ~.I.
F~IJ!", : >';.1 -1' \!IF C'~Fl&:! C1=INA\..,e;;'PL FMK NO. i 3/21 ~l!l i 24'7 00 t . ;;:S ~itJall l~: I';.!!\'.
~ CITY OF CAPE CANA VENAL,
,~ AI1THORTZATION FORl\f
~
I~'.l '\ j.\rl~- f'{ ii,
(Y~U ~y ~{lWIlLOI4 thl$ ~jQtiov.: 1Vu.."W.m'{f~, y"lj. ml)' (!LX to: (l11) ~6~.1241.
!Mt:: lt2.. .2 f "'" i!.1!- PimWt \lr. ~.. -. ~
CONTltAC1'ORS AN'D susc:(:n~"'l\ACrORS ~ PLEASE HA VB YOUR S~ONA1'UIU!
NO"l"A'ltttE!) ANO SU13MJT TIUS f01t.M WtT'K mE PERMIT APPLICATION,
---~O~;~rN~' ~ Elfj...11 -;~.;;j~. --_._.~ ,...._..~._.._.""
I ",',.' .' ,
,::'., '~//f/?e_~. I1lU: :$ . herebyau[horlilEl
(;$lil. U.1l'M\'l "~~,!'.l'I~ll; ~ l"~U !'1t11<l'l')
"~'~-."~ ,- ,_.
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-'(!.liard ~ f:\I/lIIICI) -' ,
... - - ...... - . _._ _.....".. ....... ~ 'i ....
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r I Eur~~~r.:;;:-',;'r"r," __d ,- -'4 NL"nIlHlfPmpmy Own~r "'--~
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,,,.,..'''''''''''" ~.... ...., ,..,
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r~ Ii' "~<;.l(:,7r:~'\.' i,',r;.; 1; ;S!~}d:~ ,Pi: ~i-;':'b CiH.liI,~; ~ ii- -l~i iD'~~iii.i
Sworn snd sU~lii~ribed before me Ul.i~ <... ""I auy Df ~\ ~, :W!:::I:.t.. by ~t~';" j n H,.::'~-,:o__.
. ...... "fi>.~~)!l~'
;. ~~- J!"'.......-......,,;,''''' 1<'Illl"illl!~iil:IlI_'>tIo..III~ ""~
~iI" f't"~2I'.!l:oIlll..l:lI~u t~:!1'l.A~ "'^ ..lEt - ",~~~"A
"". ~"''l<.-\ 1I'.....1~#'~.1 ~..l.~ ~H- "''4' ~"':i"ld,"'
...~ .....-- ....... ....
tfl'," ",,"'10 1V;U'!'f 1'/, "Mil ,. , , ..
. hi, , MY OOM~I5SlQtjil on ~SD~27 ~ Y I J j{ /Y (7
{"! 1 ~~ ,....,~.~r..J' ~:iP~::d7":_':'!:-.,~,.,~hR,~~f' ~H'l'.1 {/i-',,) "hi' ~,-r, tfj'".t
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N~ ,r11! .~fte-'~-~OQ
1':~ 'nXT::,~,1j . ~~':'
10'd
Wd LZ:l1 ~00Z-6Z-l~O
BUILDING PERMIT FEES:
. . . . -. 1/:12 Z:;":6 s: f~ :>.( elL b
BuIldIng PermIt per square footage.....I....:...f.. .~.:;::.c?......:.u..... .. .....~.. ..~ ~,.
Total Sq. Ft. (Living Area):
Total Sq. Ft. (Enclosed Area):
([.., q[' ()
.4 l' '7.~<1 .. .-=-
Building Permit based on valuation:.......!,......!.. T.:..C~..7..............:..........
c
Total Sq. Ft. (Living
-<:..-
Total Sq. Ft. (Enclosed Area):
Buil ding Permit miscellaneous:.....................................................................
Total Sq. Ft. (Living Area):
Total Sq. Ft. (Enclosed Area):
Electrical. ~.... .l~()..:I....! -;$.Q...&' f~.(..2................:...................................... 71;.JCr{J "'-.
G,1f'" {('-(t" C;)O&I!J~-
Plumbing...... ;.~!.... y..... .";cl... .J.. .t,{.....t.................................................................
. :)u J( (;,1 ):j It'S 7 C)"ZC1("l .rz-.. .
MechanIcal.. =............{.....................:........... .'.........................................;............ ,. '~C.J ~) ,..
Building Permit Plan Check Fee..................................................................... /4' -1c-'~ ,~-
, _..J c::
. / ? Co -"'J -Z? (:;, /' >5\ ''? r-- . -, -<-?; <;?
FIre Dept. Plan Check Fee......t..\.-;;.ht.. ..:;;;..":::;....l:::...!..~.{;;.~........................... ,,0::. ,C,,)_, .::
C;
Radon Trust Fund: . /' t:'~~t~. .m ~"'~:> ~ .XA.., /() :'7 -~-_.
sq. footage / () 2, 7....,f:.. / . . c.!...............................
Concurrency Management Fee................ .... ............ .... ................................ ..:.. 11).u 'i/
Capital Expansion Fee.........;.......................... .... ........................................... ..... -
Total Building Permit Fees:......
SEWER PERMIT FEES: "'C
L. ;:
Sewer Impact ...........
/
2_" /
Sewer Tap Fee..........~. ;;., r-'t'J 7.~.-,__
.. . . . . ~ . . . . ~ . . . 0'. . . . . .. . . . . . . . . . . . . . . .. a . .. . . . . . ~- "'--J
Total SevIer Permit Fees.............
By: Date:
- CITY OF CAPE CANAVERAL
.. AUTHORIZATION FORM
F---:0~ ,;_ \:':.;'T~\;;4t';,tSitf':~~
. "~;:'~y',, ";~<iff;?
,
City of Cape Canaveral Building Department 105 Polk Ave. Cape Canaveral, FL 32920
(321) 868-1222
(You may download this authorization: www.mvflorida.comlcape. You may fax to: (321) 868-1247.
Date: t o\'G1 \04- Permit #:
\ "
CONTRACTORS AND SUBCONTRACTORS - PLEASE HAVE YOUR SIGNATURE
NOTARIZED AND SUBMIT THIS FORM WITH THE PERMIT APPLICATION.
I, ~A l\ll~ ~ ,,'VC\V'I-. , hereby authorize L Afu'7... 't "SClm6'f'C.fl..
(State License Holder's Name - PLEASE PRINT) (Authorized Person - PLEASE PRINT)
to obtain a permit on my behalf under my state license as issued by the Department of
Business and Professional Regulation, Construction Industry Licensing Board CG;C 0 \ 5 '3G4 ,
(State License Number)
for the job site described below
."j Type of Permit ~'\t-r\)\rlj )~1~4.sv~~S
V Building Name of Property Owner
Plumbing , i~;:s'mlJ~'T 13~u
Electrical Address oOob Site
Mechanical
Roofing
Swimming Pool older
Specialty Structure
Other - Specify:
ur~ Oil 1;2 /}
For Notary use only: State of Florida, County of~, i
Sworn and subscribed before me this Zrb:dayof Uc..f7Jb lj , 20 vj, by I1tL/ pt-t 01J' J ;:vveX
! Name of Applic~nt
D who produced identification: II / //J
1'-' /tt or
~. is personally known to me.
",v'''::;':';~0 DAVID P DAPORE
Seal: ,;. ~ * MY COMMISSION # DO 329953
'';> ". EXPIRES: June 21, 2008
"~Of ,~~'O Bonded Thru Budget NollllY Servkes
G:\Bldg.Dept.Forms\Authorization Form This form may be duplicated.
DA1E:
City of Cape Canaveral
SCHEDULE OF CAPITAL EXPANSION mUST FUND IMP ACT FEES
Appendix to Building Permit Number. &,. t; r /11\ i> S,.;;~_S ,;2 5 '? ;;;Z
-Un r'-(
Property Owner. Por{'J;e0 rrl.'l .~ S.., ,'t:;j LeL
Address of Job Site: YOOe; ASTr6nCluT J3{uc;(,
, CONSmUCTION CLASSIFICATION
RESIDENTIAL: NON-RESIDENTIAL:
0 Single Family Detached $ 0 Industrial!W arehouse$
\
0 Multi-Family $ 0 General Office $
0 Mobile-Homes $ 0 Retail $
0 HotelJMotel $ 0 <LOOK Sq. Ft. $
0 > LOOK-299,999Sq.Ft. $
0 300,000+Sq.Ft. $
0 Recreation $
0 Civic Center $
0 Schools $
CALCULATION OF 1<1::01::05: (Fund 302)
CASH REVENUE
101.05 ;5L; .x 15/.55 PARKS & RECREATION $ 22, 7'32 :see; 363.272
10 1.6 }:50 )( 03 LIBRARY $ /2 {'Oll.S'D '.:'If 363.271
~
101.7 {:So x 105,71 GENERAL GOVERl'n-vIDIT $ /5, 25G.50 363.291
101.03 150 ^ 29:. ;2 ~ POUCE $ /7', 2'{"3. so 363.221
10 1. 04 i 5() x ;;2;;:2,:3 i FlREIRESCUE $ 5,3<j(c,5C 363.2212
102-10 1.1 1:50 x Go '3, '-n AERIAL FIRE mUCK $ 1,5.2c),50 102-363.222
TOTAL CAPITAL EXP M-TSION IMP ACT FEES $ 76'( ex::;
C,8G U: U::J JL/'.}p l:i',JncJ r:i8Glnc 3212427022 p,1
"r;:,m: p
.'.,
;'1<.,,,,'
>i ........ C~ c-,." """" _ "'"'''' .,.. c"" """",.\ '" """
ru0:y download rh,~ tUdlo,.izauon: You r::UlY fa:.;. to: 86g.124'1.
Ollie: Penni1 #: __.___._.___~
AND - fJ.AVE YOUR
NO''fAJUZED Al\IDFORM WITH THE PE~~fiT Al'PLICATWN.
l~
,$ti\WC ~"Hl}lclu'~ Nam,-,- l"LJ2J\'sf...l'lf.Jl':J)
tc !'\ on my my :>ta1~ l'i;ji issued
E'lSil1e~a a:ld COf()$llw:n10n BORl'd
bl:;!ow.
!'."lIi:diS.l'l.kal
(jibe: -
\:5'\:: 8wtc of
S \v'o:ru ~nd ;gtJt~crib~d ::~~;;:<tj it:: of,_ "p.:- ."_ :~~~_~ ~. _~~'~__'"~M,"~
..,_._~_._.,'___,_..,'_,______ or
i$ to me.
.y
Ii: ; .'1iEFESA LGfJr, Ci
,-,ea.,w ~~;;;~~~~: ~2;~6~Str;J !\' r.q"
."
c~: J3.lQ;g,L~~i\- r(t,.~..s'-";'~~tttoti~ticn J enr. 7'nis:: ~O<<tll"'.:$.T be du~ll Cl1beii
2280 Watertown Road, long lake, MN 55356-9419
952.476.4434' Fax 952.476,5863' i1w@weberarchitects,com
6 December 2005
ARCHITECTURAL ADDENDUM Cape Canaveral,
Florida
This addendum shall be added to and become a part of the original plans and
specifications. All items shall be as originally specified or drawn, unless
specifically amended by this or subsequent addenda.
CHANGES TO DRAWINGS;
The following items are a result of discussions with the City of Cape Canaveral
Building Inspection Department and are to become part of the construction
documents. They relate to the construction drawings and the areas of dravJings
which they relate are referenced in the description of the changes itemized.
The items are as follows;
1. EXTERIOR WALLS;
Alteration of the exterior wall construction (Wall type B) will be done to
change the interior side of the wall to t\'1fO layers of 5/8" type x gypsum
board with no vapor barrier and wall insulation of un-backed fiberglass.
This alteration does not affect the thermal performance of the wall and
therefore does not affect the energy code. Penetrations passing thru the
wall shall be fire caulked but other fire caulking will not be required.
ELECTRICAL ROOM #1153; (between the small meeting rooms)
Electrical Room door (151) of room #1153 (listed as a storage room on
architectural documents) shall be keyed the same as the corridor #153 as
to not restrict entrance to the room. ~
3. ELECTRICAL ROOM #1109;
The door (#122) to the room shall be reversed to swing outvvard and panic
hardware shall be installed. Tllis is required due to the amperage of the
panels and not having a clearance of 6' in front of the panels.
4. "VALL TYPES;
The wall type's 1 fA 1.5 will be clarified as an as built document at the end
of the job.
CHANGES TO SPECIFICATIONS;
None.
I hereby certify that this addendum was prepared by me or under my
supervision and that I am a duly licensed Architect under the laws of tile
Neil Weber, AlA
AROO 1 2
06 11 :4Da Weber Architects 952 476 5863 p.3
Lindell Engineering, Inc.
3411 Kilmer Lane North
Plymouth, MN 55441
Phone: (763) 542-9163/Fax: (763) 542..9214-
E-mail: info@)flndenena.com
17 May 06
Mr. Neil Weber
Weber Architects
2280 Watertown Rd
Long Lake, MK 55356
Subject: Country Inn & Suites by Carlson
Cape Canaveral, Florida
Linden Project 0413
Dear Neil;
I offer the following comments to the building inspector for the mechanical items h~~ is concerned
with.
I. The Florida Mechanical code section 606 indicates smoke detection is only required for
units with a design capacity greater than 2000 CFM and does not reference that it is
required in buildings with four or more stories. Unit AH-9 has a capacity ofless 2000
CFM therefore smoke detection should not be required.
2. The Florida Mechanical code sections 40 Land 403 indicate only occupied rooms are
required to have ventilation. The Mechanical room will only have mechani,cal equipment
and will not be used for a maintenance office.
3. The Florida Mechanical code and tbe Florida Fuel Gas code does not refer(:llce that gas
leak detection is required in mechanical rooms therefore gas detection shou.ld not be
required,
Please call if you have any questiom;.
~lIY,
~I/~- ~~
/Lt~ "
Richard A. Lindell, P.E
RALlejn
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FROI"I : f(A'li<EHHFl (CPE,AT I I)ECCJHHECT I iJHS) PHOHE HO. : 4075443099 Ja.n. 20 2005 04:02PM Pi
SlllVRISE AIR CONDITJONL"^1G
1430 GENE STREET
WLVTER PARK, FLORIDA 32789
~""-.\YM~\ItII'iI~Jlmk~~~~oIIloYt""'~<;iliJJ;i~SlllIji',lljNrJl5l:t:mit.swa'fW4I"lJIi/IIliIflIi'fII!I!!~."JDI!lJ.HIIlIF~'-"IIQlI._~",__.~.ll'I"~"'''qvI!JJMI.m,J"4JI1NifV1!fJ111.l!fl'f11!,~ew_"
407-647-5547 FAX 407-647-8560
...._"'"...>Ii'....odI.......""'''''~.........../ioIo...."''' --__...._....____...."""."".,..~._..."" .....1O!i....----....................-....--....-_________....._________..._________.....__....._'P"_
Date.' JanlJ~' 10, ZOOJ
To,' Cilly Of C8pe Canorval
IfJ~ NJ.tAve-.
Cape Ctl/iUPIU, Fl. ]29;JO
S~fJ:jt:t,;t; (:'ountl)' bmSu,ltt:ls
~........-."'""'-.....~...-...............~..~---'~.--.--...---,,--~------~~_.~_."-....---_........~-~---"".,..,....,'-
Joy,
.Pe7" 111fT (;(iil!vtrs@Cnl w~~ }~Ut not b\~ the IlV A C (,ontrru:wr on the (Qut~trJllnn Suirer.Juh.
is 2592 Th;!jo/) is l(Jetlted at 9f)i.'!) A$tt'cmtiut BlvtJ.PI4!iase 1'1!1fflJve O;I,/l" ,Uime (lnd iit'epilie
fljil$ permit.
Sincerely,
~; - ~;1;l4~
h"~?~ .-,". ~.. ----
Rit:h~d Mr.zltf.ol:Jln
Slmme Air (.'oluiiili;;1fJling
MEMORANDUM
TO: Todd Morley,
Building Official
TO: Bennett Boucher
City Manager
FROM: Ed Gardulski
Public Works Director
DATE: October 11, 2004
RE: Country Inn Suits (Portview Inn and Suites)
Stormwater Site Problems
The Assistant Public Works Director, Walter Bandish, has made weekly
inspection of the Country Inn Suite construction site and noted Stormwater problems in
violation ofthe Clean Water Act, and NPDES permit. Harrell Development Inc., was
notified four (4) times on site problems and three (3) times for storm water flooding of
AlA. More so, R.W. Paul of was called twice (2) about the problem of storm water run
off on AlA. The Contractor has failed numerous times to take prompt corrective action
to resolve storm water issues after requests by the City of Cape Canaveral Public Works
Department.
Walter Bandish
File
Brevard County Property Appraiser-- Online Real Estate Property Card Page 1 of2
4!'!"!: :
[ttQf1}~ LMeEttJimfordj f6QQ@i~@r'~~QI:JJ [E,A.Q] l~IL~lll}tQJ [9~<l~~Ql!r:J:Jome~ [!;)<emptiQn~ [[Clng!I:JJeJ)rQ!)~rM
l~Ollt<l9l,J~ Ll(KCl!1911~J [f9Jm~ l6pp@<lt~l [Pr()pertjlR~$@<lJ<;bJ LM<lpi3~e<lr<;hJ LM<lj:l~JL[)<lt<l] [lJfll!~<ll:llePrQP~tlyJ [f,Q)(
8lJttlQrjtLe~J [[<l)(Eil~tSJ H::GQnQ[l1jGJI}c:Jj<;i!tor~ [\.A.II1,Q!'~NeIJ\/J [Links] [Pre~j;ReLe<l~eJ>J [f~<l~E:~tLm<ltorJ
General Parcel Information for 24-37-15-00-00252.0-0000.00
Iparcelld: 124-37-15-00-00252.0- ~ Millage 126QQI Exemption: ~ luse Code: 111000 I
Code: ----------- --
0000.00
* Site 9009 ASTRONAUT BLVD, CAPE CANA VERAL, FL 32920 Tax /24308371
Address: Account: '" Site address assigned by the Brevard County Address Assignment Office for mailing purposes; may not reflect community location
of property.
Ia~il1fQ]]natiQllj~1!Yj'lil<lble_atJh~BIe~aLd_GQlmtyT<lKC9II~c:tQr'sY{~b~il~
(Select the back button to return to the Property Appraiser's web site)
Owner Information Legal Description
lowner Name: I PORTVIEW INN & PART OF S 1/2 OF S 1/2 OF N 1/4 L YINO W
OF ST RD #401 AS DES IN ORB 2704 PO
SUITES LLC
ISecond Name: II I 1181
Mailing J1221 ENEWHAVEN AV~I
Address:
City, State, IMELBOURNE, FL 32901 I
Zipcode:
Value Summary for Land Information
10"" Market Vaiue: II $1,717,7901 IAcres: II 7.171
IAgricultural Assessment: II $01 ISite Code: II 340J
lAsses sed Value: II $1,717,7901 ILand Value: II $1,717,7901
1*",* Homestead Exemption: II $01
I*HOther Exemptions: II $01
ITaxable Value: II $1,717,7901
This is the value established for ad valorem purposes in accordance with s.193.011(1) and (8), Florida Statutes. This
value dQS~s nm represent anticipated selling price for the property.
Exemptions as reflected on the Value Summary table are applicable for the year shown and mayor may not be
applicable if an owner change has occured.
Sales Information
ElBGB *** Sales *** Sales
OR Sale Sale Deed . .
R kfP n tAt IT Screemng IScreemng VacantlImproved
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15154/10541112/200311$1,500,00011 Q_C II II " V ,I
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http://www.brevardpropertyappraiser.com/asp/Show -parcel.asp?acct=243 083 7 &gen=T &tax=T &... 07/10/2006
CITY OF CAPE CANAVERAL
BUILDING DEPARTMENT
105 POLK AVENUE G(\~,r~ Di'
P.O. BOX 326
CAPE CANA VERAL, FL 32920
PRE-POWER REQUEST
DATE: J"~ /'7:::" /'6
v V'-
TO: Todd Morley, CBO, Building Official
FROM:
SUBJECT: Request for pre-power, prior to final inspection.
Permit # 2
Site Address: 0 ASTY20t,\AvT B'-.vo ~
I
The above referenced project is in its final stages of construction. I hereby request
electric power be connected to this project to accommodate:
EU:.::\iA\()\<... USE- t FVL"t. t~I<':WI.. \ES;nNG~
I
I understand that this request will be limited to a period of not more than 30 days. The
final inspection must be made 30 days from the date the power company connects the
power. I further understand that the power may be disconnected if the terms of this
agreement are not fulfilled as described herein. By submitting this completed request, I
understand and am aware that the building will not be occupied prior to the issuance of
the Certificate of Occupancy by the Building Department.
The undersigned Electrical Contractor of record certifies the wiring and fixtures of the
entire building are in such condition that electrical current may safely be connected to
thi~;t:~cture.; #4 //1
it 'ccl. sf) 1/ 1/ I L "" . en,,?'
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Electrical Contractor Signature Certified/License Number +"'~';.Y.~~e(0 DAVID P. DAPORE
f!:; 11~ ,. ~* ~MISSION # DO 329953
Sworn and subscribed before me on this _ day of
~ '~ ",_lRES:June21,2008
-1r"OF FCO~' Bonded Thru Budget Notary Services
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\, """ X~~ Ur ,; ~' (_,......7 l/"0U 7(; ~ & -==-
'C" " l"" '"L'
Ge~eral Coktta~torSignat~ _~ f'
Property Owner's Signature
Sworn and sub~bed before me on this 1,ll~day of ~')..;-ef ,20_
~Z~ ..-----~~RYP",.
~~~~~ ~o ......."'(-b DAV1OP,DAPORE
Notary peGlic Sig~re Expiration/Seal: :~ * M~;~~~~.SjON#2DD329953
':1~ {>'" . une 1,2008
"OF FCO'" Bonded Thru Budget Notary Services
City of Cape Canaveral
105 Polk Av.
POBox 326
Cape Canaveral, Fl. 32920
Phone: 321-868-1222 Fax: 321-868-1247
BUILDING CONSTRUCTION PLAN REVISION REVIEW FEE
001-369.2000
PAYMENT RECEIPT
Date: 10 i;;2 7 I
Project Name: Covnt'r'-i ::r;-.,'l .::~ S~{ i~S
Project Address: rOof A S"y;.. 0 /l C2 u-( f3 lOa.
Building Permit Number (if applicable): ,25~~
Amount Charged per Schedule "B" Fees (e) (4): $ :2 S. CJC:::,
Name of Plan Reviewer: l30b l-l a [<-,j
. "f
\
(Note: Review of construction plan revisions shall be charged per hour
or portion thereof @ $25.00)
G:\Admin\FORMS\Building Plan Revision Review Receipt.doc
",.. rT\~\..~~SS J . . G t!Ii/ ILr(72~/ /lUlu ",. SC//~S,
/
BUILDING PERMIT FEES:
Building Permit per square footage:............................................................
Total Sq. Ft. (Living Area):
Total Sq. Ft. (Enclosed Area):
Building Permit based on valuation:..... .............. ....... ....... .....; ....................
Total Sq. Ft. (Living Area):
Total Sq. Ft. (Enclosed Area):
B uil ding P ermi t miscellaneous:.....................................................................
Total Sq. Ft. (Living Area):
fotal Sq. Ft. (Enclosed Area):
Sl ectrical..............................................................................................................
~ ~
:'lumbing............................................................................................................ .
v1echanical........................................................................................... ................ ,.--
II - ./k::
. '. . c/! .~U) R<i.-- . ~ 12 ;25 ...~
~uIldIng PermIt Plan Check Fee...I<iL.t.r:........................!. . .....................
ire Dept. Plan Check Fee.... ............. ............. ....... ......... ....... ....... ................ .... <t;----.......-______
~adon Trust Fund: sq. footage -------......
...................................
:oncurrency Management Fee.... .......... .................................. ......................... .-
:a pital Expansion Fee........................................................................................ <"~--=--
~
Total Building Permit Fees:...... Z ,C;--
EWER PERMIT FEES:
"- -
Sevver Impact Fee.....................................................................................
'" -
Sewer Tap Fee................ .........,. ... ....................... ......... ....... ........ ....... .......
~
/7 1/ Total Sewer Permit Fees............. ( ))
~" II/)~ '- -.......-
. ~Pr('2..: lo/zt:1o S 4
. / I /
105 Polk Ave. Cape Canaveral, FL 32920
(321) 868-1222 (321) 868-1247 (fax)
Fax
To: Ralph W. Paul Const. From: Todd Money, Building Official
Fax: (407) 599-5850 Pages: 5 indo cover
Phone: (407) 599-5858 Date: August 16, 2004
Re: Plan reviews cc: Neil Weber fax (952) 476-5863
o Urgent o For Review o Please Comment o Please Reply o Please Recycle
Please find attached the Building Department and Fire Department review of plans submitted.
We request that you provide compaction testing results and an threshold and engineering reports for
the foundation work when completed.
Please contact me if I can help clarify any of the requirements of the review.
We look forward to working with you on this project.
Sincerely,
. ~ yW'}--
/~ . '._~
/~- (~\~-
Todd Morley
L Building Official ~ ~
City of Cape Canaveral "'-.
105 Polk Ave
Cape Canaveral, FL 32920
Phone 321-868-1222
www.myflorida.com/cape
E-mail: morley-cape@cfl.rr.com
Fax 321-868-1247
City of Cape Canaveral
PLAN REVIEW CORRECTION SHEET ~
Date of Review: August 16, 2004 Applicant Name: Ralph . Paul
Project Name: Country Inn Suites Phone Number: (407) 599-5858
Project Address: 9000 Astronaut Blvd. Fax: (407) 599-5850
The following items were noted on yonr submittal as areas requiring correction and/or clarification.
Please address each comment by its corresponding number. You may fax replies to (321) 868-1247. If you have any questions
about this plan review please call (321) 868-1222 and ask to speak "vith the plans examiner.
Informational notes and status update:
.. Cape Canaveral Fire Department will review architectural plans for emergency, egress and other
items on a separate review sheet.
.. Some items of this review may be duplicated in the Fire Department review.
.. Occupancy classifications: Rl Hotel and A2 Small Assembly.
. Discrepancy appears to exist regarding number of units: All previous approvals and the permit
application indicate 152 rooms, however the plans appear to indicate 150 rooms. Please clarify.
.. A proposed AlA access design document has been prepared which would require minor alteration
of proposed ingress/egress. Please contact this office if you would like a copy.
. Remaining portion of site plan review fee of$165 is due.
s Rooftop condensing units (RTU's) shall be screened from view.
.. RTU's appear to ALL be installed on 2x12 curbs where roofing does NOT extend under unit. This
is approved by code as long as the top of the curb is at least 8" above the top of the roof surface.
However, please be aware that if this installation changes and the roofing DOES extend under the
RTU's, code would require the RTV's to be mounted on an approved engineered equipment
support stand elevated per FBC T 1511. 7. All R TV's are required to be fastened in such a way as
to meet the 130 MPH windload.
.. Some ADA specifications are not indicated on Sht. A5.2. All ADA specifications are required to
be met where appropriate whether shown or not.
.. All condensate-producing Air Handler units will require a secondary condensate line, float switch
or other approved device designed to serve as alarm that the primary line is blocked.
.. Since a commercial pool is planned for this development, the designer should be aware of the
interfacing requirements ofFBC 424.
.. All water closet bowls shaH be of the elongated type. FPe 420.2
.. Florida Power and Light contact person indicated on Sht. E4.1 has retired. New contact person is
Ms. Rebbie Benoit. Ms. Benoit can be contacted at the same phone number.
105 Polk Avenue .. Post Office Box 326 .. Cape Canaveral, FL 32920-0326
Telephone: (321) 868-1222 .. SUNCOM: 982-1222 .. FAX: (321) 868-1247
www.myflorida.com/cape .. email: ccapecanaveral@cfl.rr.com
Please provide:
General
1. Completed permit application (front and back) indicating all subcontractor information.
2. Sprinkler system design approved by Cape Canaveral Fire Department.
3. Fire alarm system design approved by Cape Canaveral Fire Department.
4. MEP engineering.
5. Copy of SJR WMD permit.
6. Copy of FDOT permit.
Building
7. Correct Code reference on architectural cover sheet. (should read Florida Building 2001, not 2002)
8. Correct Code reference on structural drawings. All structural design shall be according to FBC 2001
and ASCE 7-98. Structural Engineer will be required to re-evaluate structure and provide
documentation indicating the structure is designed in accordance with this standard. FBC 1601.
9. Correct Exposure Category classification. The entire City of Cape Canaveral is exposure category
"C" ..
10. MWFRS pressures in accordance with TI606.2.
11. Information regarding opening protection, internal pressure coefficients and enclosed/partially
enclosed designation. FBC 16.
12. Threshold inspector to inspect steel coverage to earth and forms, including columns. (not indicated on
threshold inspector's methodology).
13. Completed Energy Forms per FBC Ch. 13, sub-chapter 4.
14. Indicate termite protection. FBC 1403.1.6 1816 2116 2303.1.4 and 2304.
15. Information regarding non-exempt quantities of all Hazardous Materials anticipated to be stored on-
site. (particularly laundry chemicals) FBC 308.
16. Specifications as to how the I-hr. protection is achieved. See architectural cover sheet which indicates
the building is Type V, I-hr. protected.
17. Regarding rated walls, identify tested assemblies by reference, removing all options. Note: It is
recognized that an 8" CBS wall is generally accepted as a 2-hr. assembly. FBC 701.
18. Regarding rated assemblies (horizontal and vertical), provide penetration firestop details which specify
type and size of penetrations and how the rating of the assembly will be maintained at the penetration.
(include manufacturer specifications for collars, intumescent wraps, etc.) FBC 701.
19. Rated wall legend which clearly indicates appropriate ratings of vertical assemblies.
20. Ratings of doors and doorframes in rated walls. Indicate closures and latching mechanisms. FBC
1009.2.
21. Life Safety Plan indicating travel distances to exit discharge. FBC TI004.
22. Discharge \vidth of all staipl'Xlays, including projection of handrails. FBe TIOO4.
23. Detail showing stairs leading to roof (1adder not permissible). FBC 1008.
24. Net clear opening dimension of roof hatch access.
25. Correct elevations relative to the N.G.V.D. (See elevation sheets and floor plan sheets)
26. Trash chute specifications. FBC T705.1.2.
27. Refuse Room specifications. FBC T705.1.2.
28. EIFS product installation specifications. FBC 1403.
29. Attachment specifications for exterior architectural foam. FBC 1404.
30. Clarification: is Rm. 201 intended to be an accessible room?
31. Calculations regarding Accessible Transient Lodging with Florida specific provisions. (see attached)
Specify grab rails, open-frame beds, ADA water closets, visual alarms, door and doorway widths and
roll-in showers where required.
32. Parapet wall construction detail.
33. Product and installation specifications for lightweight concrete and taper foam systems.
34. Product and installation specifications for metal roofing.
35. Clarification: Detail 7 on sheet A5.3 indicates a step-down of 10". Detail 5 on same sheet indicates
step-down is located at exterior door. This appears to be a violation ofFBC 1012.1.3, which requires
no more than a l/2" grade differential at exterior doors.
Mechanical
36. Detail regarding hood and suppression system in food prep area.
37. Clarification regarding the words "Trash" and "Pump Room" indicated at the Laundry Room depicted
on Sht. M2.1.
38. Condensate disposal detail. FMC 307
39. Fireplace specifications.
40. Mechanical damper locations and specifications. FMC 607
41. Provisions for balanced return air. FMC 601.4
42. Dryer duct sizes and dryer specifications (cfm) FMC 504
Plumbing
43. Complete plumbing plans, including material specifications and isometrics for DWV, Storm and
supply.
44. Roof drain and leader calculations. FPC 1106
45. Water heater pan disposal detail. FPC 504.7
46. Overflow roof drains/scuppers. FBC 1511.6.4.3.
Electrical
47. Electrical load calculations. (Note: 2V A/sflighting per t-ffiC T220.3A)
48. Electrical plan for roof
49. Smoke detector layout. Note: smoke detectors in rooms connected by a communicating door shall be
interconnected.
50. Gas piping shall be bonded.
Gas
"0 Prcnnrlp (nl~ bvrlllt Qnrl r1 ~pr
--...... .... ..."-"''''....--- b-U ...""JT;.J\A..... \.4-....I..~ .I...J..tJ......I...
CAPE CANAVERAL VOLUNTEER FIRE DEPARTlVIENT: INC.
Serving the city of Cape Canaveral & Cmlaveral Port Authority
Plan Review
To: Todd Morley, Building Official
From: Shalmon McNally, Fire Inspector
John J. Cunningham, Asst. Fire Chief
Re: Country Inns and Suites !If>7 - 5 ff...tS ~5 'j (~e~
Construction Plans
Date: 08/13/04
We have reviewed the plans and have the following comments-
1. Building four or more stories in height shall be provided with a stairway to the
roof - FBC 1008.
2. Provide fire wall details with UL ratings - NFP A 101 28.2.2.1.2.
,.., Provide more specific stair detail - NFP A 101 7.2.2.
-'.
4. Provide emergency evacuation maps/plans in each room - NFP A 101 28.7.4.
5. Provide trash/laundry chute details - NFPA 101 28.5.4.
6. Provide more specific fire door details and the location - NFP A 101 8.2.3.2.1.
7. Provide one hour fire rating for all exit corridors. (Glass included) - NFP A 101
28.2.2.1.2.
8. Provide information on fireplace (Gas or electric powered).
q Smoke detectors shall be provided in every guest room. living area and sleeping
room - NFPA 101 28.3.4.5.
10. All smoke detectors within a suite of rooms must be arranged that they all alarm
together-NFPA 1019.6.2.10.3.
11. Provide information on all cooking equipment in breakfast area - NFP A 101
9.2.3.
12. Fire exit corridors shall not be penetrated by a/c ducts unless a fire damper is
installed - NFPA 101 9.2.1.
13. A/C units shall be removed from the exit stairwells and the exit stairwells shall
have no penetrations NFPA 101 7.1.3.2.1(e).
14. Need construction details for the front entry (Porta-Cochere).
Plan Review Fee is as follows- 102,736 s.f. x .025 per s.f. = 2,568.40 Total
Station;-1 190 JACKSON AVENUE ~ CAPE CANAVERAL, FLORIDA 32920 fI) 1) 783-4777 . FAX: (321) ltB-5391)
Station =2 R970 COLUJ\IBIA ROAD ii!; CAPE ll!i 1) 783-4424 ~ Ffu'X: (321) 783-41)87
FROM :Lindell Engineering FAX NO. :7635429214 Jul. 12 2004 02:39PM P2
Permit Number "'-
Envelope Compliance Certificate ".-
Checked ByiDarc
90.1 ('89) Code
COMc:heck-EZSoflware Version 2.5 Release la
Data filename: 2:\2004\0413 Country Inn & Suites Florida\Calculntion\Mech\fl.cck
Section 1: Project Illformntion
Projecl Name: Country Tnn and Suites
Cape Canaveral, FL
Designcr/Contractor: Lindell Engineering Inc.
Document Author: Richard A. Lindell
Section 2: General Information
Building Location (for wcather data): Cape Canaveral, Florida
Climate Zone: 2a
Heating Degree Days (base 65 degrees F): 803
Cooling Degree Days (base 65 degrees F): 3057
Project Type: New Construction
.!2.Y.i.WitJ g..T yp e E190r Area
Hotel and Motel 25400
Section 3: Requirements Checklist ,
Bldg. I
Dept. I
Use I
, Air Leakage, Component Certification, and Vapor Retarder Requirements
r ] I 1. Alljoint~ and penetrations are caulked, gasketed, weather-stripped, or otherwise scaled.
[ ] I 2. Window'S, doors, and sl<ylights certified as meeting leakage requirements.
[ ] I 3. Component R-values & U.factors labeled as certified.
NOle: Vapor retarder not required ill this iocation.
.".<i~V:;"
.;.,
JUL 12 2004 15:30 7635429214 PAGE.02
FROM :Lindell Engineering FAX NO. :7635429214 Jul. 12 2004 02:40PM P3
Climate-Specific Requirements
Gross Cavity Com. Proposed Budget
Comoonent Name/Description Lj.rea R-Value R-VaJue U-Factor V-Factor
Roof]: Structural Slab 25400 -- 24.0 0.040 0.078
Exterior Wall]: Metal Frame, 16" a.C. 32340 J 1.0 11.0 0.056 0.366
Window I: Metal Frame, Single P<me, Clear, SHGC 0.60 5460 --- --- 0.600 1.230
Door J: Solid 189 --- .-. 0.600 0.689
Door 2: Glass, Clear, SHGC 0040 399 --- --- 0.600 1.230
Floor I: Unheated Slab-On-Grade 25400 --- -- h_ ---
(a) BudgefU-fu<;tors are'used for Sonw!l.~cbu~dillC calculations ONLY, and arc not eode requiremenls. .
Envelope I) ASSES: Design 17% bettcr than code
'j
Section 4: Compliance Statement
The proposed envelope design represented in this document is consistent with rhc building plans, specifications and
other calculations submitted with this permit application. The proposed envelope system has been designed to meet
the 90.1 ('89) Code reqlljrement~ in COMcheck-EZ Vcnion 2.5 Release 1 a and to comply with the mandatory
requirements in the Requirement':' Checklist.
{(I<.l\^~~t\~ l-1....\)E:l-L.~ ~P-~~ t2..Wd1"-
Principal Envelope Designer-Name Signature Dnte ' '..-
,
, :)::.,;"~l,.
JUL 12 2004 15:30 7635429214 PAGE. 03
City of Cape Canaveral Inter-office Transmittal
To: Johnny Cunningham/Shannon McNally
From: Todd Morley, Building Official
Re: Country Inn & Suites hotel
We Transmit:
--,~-"-- ".~~~--~ .-.--".-- _._~,~" -~~_..~,_.,'_."'-~
~ herewith o In accordance with your request
THE FOllOWING:
~ Plans o Specifications o Shop Drawings
o Prints o Copy of letter o Information
o Other
These are transmitted for:
o Permit Issue o Record o Information
o Approval o Use o Distribution
~ Review & Comment
Copies Date I Description
-1- I. .1.. -I r::. ""r\A Construction Plans
,
1 September 21 , Construction Plans, revised
2004
Remarks:
. Address: 9009 Astronaut Blvd.
. Waiting for Fire alarm and Fire Sprinkler resubmittals.
. Building Department first plan review included for informational purposes
only.
Copies to: File B~~~""".., ,,-," ~---~ ..-
T~..J...1l\.5__1__. ~
J. vuu IVJ.Vllt;y ,
City of Cape Canaveral Inter-office Transmittal
To: Johnny CUnningham/Shanno~
From: Todd Morley, Building Official r.p
Re: Country Inn & Suites hotel . . ~/
We Transmit:
~ herewith o In accordance with your request
THE FOllOWING:
~ Plans o Specifications o Shop Drawings
o Prints o Copy of letter o Information
D Other
These are transmitted for:
o Permit Issue D Record D Information
o Approval o Use D Distribution
t8J Review & Comment
Copies Date Description
1 July 15, 2004 Construction Plans
Remarks:
. Address: 9009 Astronaut Blvd.
. Fire alarm plans will follow when received. Note: Fire Sprinkler plans
transmitted to Fire Dept. 7/15/04
Copies to: File BCr~ -
10 Oct Morley
Received by: Date:
Todd Morley
To: Paul, Ralph
Subject: Bldg Permit
Ralph,
I'm sorry I missed you today.
I've gone through your submittals and have the following comments:
Prior to issuing the regular building permit please provide these additional items:
. Threshold engineering report regarding all structural work completed under the Foundation-only permit. (additionally,
specify that auger cast piles meet the minimum requirements of 80'x14" w/1#8).
. Compaction test reports.
. Concrete cylinder test reports.
Note that the threshold engineer to be specified on the building permit application should be the same threshold inspector
as above.
The building department plan review process is underway. The fire sprinkler, fire alarm and fire department review of the
architectural plans has not yet begun due to insufficient submittals.
I believe it worth reiteration that the building permit will not be issued untii the fire alarm and fire sprinkler permits have
been issued.
I wish you continued success on your project. My department and I look forward to working with you to further the cause
of responsible building in the City of Cape Canaveral.
Please contact me if I can be of any service.
Sincerely,
-Todd
Todd Morley
Building Official
City of Cape Canaveral
105 Polk Ave
Cape Canaveral, FL 32920
Phone 321-868-1222
www.myflorida.com/cape
E-mail: morley-cape@cfl.rr.com
Fax 321-868-1247
1
25 October 2004
Mr. Todd Morley
Building Official
City of Cape Canaveral
105 Polk Avenue
Cape Canaveral, FL 32920
RE: Country Inns & Suites-Final Permit
Dear Todd;
I have been attempting to reach you in the last couple of days as it is very important to get our full
permit as soon as possible. I realize that you are very busy, but I do need to resolve these final few
issues quickly.
You emailed to me your original comments. I have separated out the ones that you indicated you had
questions remaining. You did not email to be what those questions are. I will attempt to address each
of these remaining items and hopefully clarify them (even without knowing what your specific
questions are on each of them).
1. Completed permit application (front and back) indicating all subcontractor information.
If you have not gotten this from R W PauL.they can provide it for you.
2. Sprinkler system design approved by Cape Canaveral Fire Department.
I understand from Ralph Paul that this is forthcoming. I also understand that the
fire inspector has indicated that you can go ahead with the issuing of the full permit since
he is comfortable with the application information that he has now.
3. Fire alarm system design approved by Cape Canaveral Fire Department.
This is the same as #2.
11. Information regarding opening protection, internal pressure coefficients and enclosed/partially
enclosed designation. FBC 16.
This information is shown on the structural sheet # 5-0
15. Information regarding non-exempt quantities of all Hazardous Materials anticipated being stored
on-site. (particularly laundry chemicals) FBe 308.
Addendum A 1..Spec section0111 0.1.4.0 which calls for any materials stored on site
that meet standard of Section 308 to be properly stored according to code.
17. Regarding rated walls, identify tested assemblies by reference, removing all options. Note: It is
recognized that an 8" CBS wall is generally accepted as a 2-hr. assembly. FBC 701.
Sheet A5.1 has a listing of the wall types with their ratings. This lists all the wall
types used in the building. Attached is a sheet with clarifies wall section type C
w'hich will be added as addendum A2 once the permit is issued. This type was
inadvertently left off of sheet A5.1.
19. Rated wall legend which clearly indicates appropriate ratings of vertical assemblies.
Each of the floor plans indicate by the symbol of the assemblies listed in your #17
above for each of the wall constructions.
21. Life Safety Plan indicating travel distances to exit discharge. FBC TI004.
This plan was an attachment to Addendum A 1 Which calls out occupant load per
floor, exit widths, and travel distances. All these items are easily met with the
submitted plan.
38. Condensate disposal detail. FMC 307
All air-handling units call for separate primary and secondary condensate drains on
sheet M4.1.
40. Mechanical damper locations and specifications. FMC 607
Fire damper locations are shown on M'2.1, M2.2, M2.3 and M2.4. Specifications are
shown in Section 15800...09.1.
These are the only items that you have indicated need addressing. As I have stated above... t do
not know your specific issues and I have attempted to address answers to questions that I am
only anticipating without being able to talk tq you.
It is imperative that we get the permit now. \I\IiIhJ~,,:,. minor issues....t would hope that a permit
can be issued and any additional clarificali~~led immediately with an addendum as to
not delay any further construction. You helpWilfne~r~"l'tly appreciated.
Thank you! ';.-
Neil Weber, AlA
Weber Architects & Planners
oS
105 Polk Ave. Cape Canaveral, FL 32920
(321) 868-1222 (321) 868-1247 (fax)
Fax
To: Ralph W. Paul Canst. From: Todd Money, Building Official
Fax: (407) 599-5850 Pages: 4 incl. cover
Phone: (407) 599-5858 Date: October 26, 2004
Re: 2nd Plan review CC: Neil Weber fax (952) 476-5863
o Urgent 0 For Review 0 Please Comment 0 Please Reply 0 Please Recycle
Please find attached the second Building Department review of plans submitted.
Please contact me if I can help clarify any of the requirements of the review.
Sincerely,
~-
/~.y~
/ ~-
Todd Morley
Butl9ing Official
City of Cape Canaveral
105 Polk Ave
Cape Canaveral, FL 32920
'Phone 321-868-1222
www.myflorida.com/cape
E-mail: money-cape@cfl.rr.com
Fax 321-868-1247
City of Cape Canaveral
PLAN REVIEW CORRECTION SHEET tJfP
Date of Review: October 26, 2004 Applicant Name: Ralph W. Paul
Project Name: Country Inn Suites Phone Number: (407) 599-5858
Project Address: 9000 Astronaut Blvd. Fax: (407) 599-5850
The following items were noted on your submittal as areas requiring correction and/or clarification.
Please address each comment by its corresponding number. You may fax replies to (321) 868-1247. If you have any questions
about this plan review please call (321) 868-1222 and ask to speak with the plans examiner.
2ndR .
eVlew
Informational notes and status update:
. Discrepancy corrected regarding number of units: There will be 152 rooms.
. Who is the threshold inspector?
. Gas piping not shown to be bonded, but will be required.
. Cape Canaveral Fire Department indicated that sufficient information was available to allow the
issuance of the building permit prior to the Fire Sprinkler and Fire Alarm permits.
Please provide:
General
1. Completed permit application (front and back) indicating all subcontractor information.
2. OK
3. OK
4. OK
5. OK
6. OK
Building
7. OK
8. OK
9. OK
10. OK
11. Information regarding opening protection, internal pressure coefficients and enclosed/partially
enclosed designation. FBC 16.
105 Polk Avenue .. Post Office Box 326 .. Cape Canaveral, FL 32920-0326
Telephone: (321) 868-1222 .. SUNCOM: 982-1222 .. FAX: (321) 868-1247
ww\v.myflorida.coml cape · email: ccapecanaveral@cfl.rr.com
12. OK
13. Completed Energy Forms per FBC Ch. 13, sub-chapter 4.
14. OK
15. Information regarding non-exempt quantities of all Hazardous Materials anticipated to be stored on-
site. (particularly laundry chemicals) FBC 308.
16. OK
17. Regarding rated walls, identify tested assemblies by reference, removing all options. Note: It is
recognized that an 8" CBS wall is generally accepted as a 2-hr. assembly. FBC 701.
18. OK
19. OK
20. OK
21. Life Safety Plan indicating travel distances to exit discharge. FBC T 1 004.
22. OK
23. OK
24. OK
25. OK
26. OK
27. OK
28. EIFS product installation specifications. FBC 1403.
29. Attachment specifications for exterior architectural foam. FBC 1404.
30. OK
31. OK
32. OK
33. Product and installation specifications for lightweight concrete and taper foam systems.
34. Product and installation specifications for metal roofing.
35. OK
OK
37. OK
38. Condensate disposal detail. FMC 307
39. Fireplace specifications.
40. OK
41. OK
42. OK
Plumbing
43. Complete plumbing plans, including material specifications and isometrics for DWV, Storm and
supply.
me to
44. Roof drain and leader calculations. FPC 1106
45. Water heater pan disposal detail. FPC 504.7
to
46. Overflow roof drains/scuppers. FBC 1511.6.4.3.
Electrical
47. OK
48. OK
49. OK
50a. OK
Gas
50. OK
PLAN REVIEW CORRECTION SHEET
Date of Review: August 16, 2004 Applicant Name: Ralph W. Paul
Project Name: Country Inn Suites Phone Number: (407) 599-5858
Project Address: 9000 Astronaut Blvd. Fax: (407) 599-5850
The following items were noted on your submittal as areas requiring correction and/or clarification.
Please address each comment by its corresponding number. You may fax replies to (321) 868-1247. If you have any questions
about this plan review please call (321) 868-1222 and ask to speak with the plans examiner.
Informational notes and status update:
()~ Cape Canaveral Fire Department will review architectural plans for emergency, egress and other
items on a separate review sheet.
~ Some items of this review may be duplicated in the Fire Department review.
~ Occupancy classifications: Rl Hotel and A2 Small Assembly.
(As shown on plans)
Discrepancy appears to exist regarding number of units: All previous approvals and the permit
application indicate 152 rooms; however the plans appear to indicate 150 rooms. Please clarify.
(Originally the two rooms-shown as rooms #154 and #155--Meeting rooms were to be both
meeting rooms and guest rooms-it turns out that the structural system used does not lend
itself to be used as a guest room-we are therefore using them only as small meeting rooms.)
,k"A proposed AlA access design document has been prepared which would require minor alteration
of proposed ingress/egress. Please contact this office if you would like a copy.
(We have been given a permit for an access as shown on our plans and are planning to install
that plan.)
-- Remaining portion of site plan review fee of$165 is due.
Rooftop condensing units (RTU's) shall be screened from view.
(These units are screened by the metal roof at the edge. Please see the building sections which
show this.)
RTU's appear to ALL be installed on 2x12 curbs where roofing does NOT extend under unit. This
is approved by code as long as the top of the curb is at least 8" above the top of the roof surface.
However, please be aware that if this installation changes and the roofing DOES extend under the
RTU's, code would require the RTU's to be mounted on an approved engineered equipment
support stand elevated per FBC T 1511. 7. All R TU's are required to be fastened in such a way as
to meet the 130 MPH wind load.
(This has been verified by mechanical.)
~ Some ADA specifications are not indicated on Sht. A5.2. All ADA specifications are required to
be met where appropriate whether shown or not.
(The sheet containing the unit plan indicates that we have met the required number of
accessible plans. We have indicated which ones are to meet ADA. Shop drawings will be
submitted to verify compliance with all requirements.)
~AlI condensate-producing Air Handler units will require a secondary condensate line, float switch
or other approved device designed to serve as alarm that the primary line is blocked.
(This has been verified by mechanical.)
~Since a commercial pool is planned for this development, the designer should be aware of the
interfacing requirements ofFBC 424.
(pool designer will verify that these standards are met at the time of submittal of the pool
design. )
Ov....All water closet bowls shall be of the elongated type. FPC 420.2
(This has been verified by mechanical.)
et)lJ'lorida Power and Light contact person indicated on Sht. E4.1 has retired. New contact person is
Ms. Rebbie Benoit. Ms. Benoit can be contacted at the same phone number.
(Ms. Benoit has been contacted.)
Please provide:
General
Completed permit application (front and back) indicating all subcontractor information.
,., Sprinkler system design approved by Cape Canaveral Fire Department.
-t...
"@~.. ...._3. Fire alarm system design approved by Cape Canaveral Fire Department.
o'v MEP engineering.
- ~"-..copy of SJR WMD permit.
f9. 'lItcopy ofFDOT permit.
(Copies of permits will be or have been submitted by contractor/owner.)
Building
Correct Code reference on architectural cover sheet. (Should read Florida Building 2001, not 2002.
~ .
(This item has been properly indicated.)
~. Correct Code reference on structural drawings. All structural design shall be according to FBC 2001
and ASCE 7-98. Structural Engineer will be required to re-evaluate structure and provide
documentation indicating the structure is designed in accordance with this standard. FBC 1601.
(Structural engineer has properly designated that the documents meet this standard.)
Correct Exposure Category classification. The entire City of Cape Canaveral is exposure category
"C"".
\ JWe understood this and this is what was used for design and is indicated on documents.)
{l't'MWFRS pressures in accordance with T1606.2.
(This will be verified and documented.) f2.- k
~=-_11. Information regarding opening protection, internal pressure coefficients an~lose~artially
enclosed designation. FBC 16. '-0 k
f"M.~ q rt.,~ ~I U&
a
(This will be verified and documented.)
till- Threshold inspector to inspect steel coverage to earth and forms, including columns. (Not indicated on
threshold inspector's methodology).
(The structural engineer has added this information.)
7, 13. Completed Energy Forms per FBC Ch. 13, sub-chapter 4. u.]~~
~~ (Forms have been completed by mechanical engineer and submitted.) "
b~. Indicate termite protection. FBC 1403.1.6 1816 2116 2303.1.4 and 2304.
(Termite protection has been called out in specification.)
_15. Information regarding non-exempt qnantities of all Hazardous Materials anticipated being stored onr.~
site. (particularly laundry chemicals) FBC 308. ~ . ~ i+-p~~ ~ ?
(This section will again be reviewed and documented as to compliance with FBe 308.) ~'.
OM.6. Specifications as to how the I-hr. protection is achieved. See architectural cover sheet which indicates
the building is Type V, I-hr. protected.
(As per our phone conversation, the classification is listed as Type V, Protected.)
~ 7. Regarding rated walls, identifY tested assemblies by reference, removing all options. Note: It is
recognized that an 8" CBS wall is generally accepted as a 2-hr. assembly. FBC 701.
(Wall assemblies with tested assemblies are listed on drawings.)f.;J~
(J~ Regarding rated assemblies (horizontal and vertical); provide penetration firestop details which specifY
type and size of penetrations and how the rating of the assembly will be maintained at the penetration.
(Include manufacturer specifications for collars, intumescent wraps, etc.) FBC 701.
(Fire stopping is specified in Section 07840--this will again be reviewed and verified.)
rj'-,.J_9. Rated wall legend which clearly indicates appropriate ratings of vertical assemblies.
(Veridical assemblies will again be reviewed and documented on wall legend. )
rl.:JO. Ratings of doors and doorframes in rated walls. Indicate closures and latching mechanisms. FBC
1009.2.
(Ratings of assemblies are listed on the door schedule. The hardware schedule lists the closures
and mechanisms. Shop drawings can be submitted at the approval time for verification.)
_~ 21. Life Safety Plan indicating travel distances to exit discharge. FBC T 1 004.
- (To be added to drawings.) ~~ !
'12. Discharge width of all stairways, including projection of handrails. FBC T1004.
~
(The width of stairways is listed on drawings.)
bVl23. Detail showing stairs leading to roof (ladder not permissible). FBC 1008.
(Stair B has been revised to indicate a standard stair leading to the roof as requested by both
your and the Fire Inspector.)
\iu4.Net clear opening dimension of roof hatch access.
(The stair to the roof is now done by a door and not a roof hatch. This is shown on the
drawings. )
{}~. Correct elevations relative to the N.G.V.D. (See elevation sheets and floor plan sheets)
(As we discussed on the phone, the first floor is listed as.)
\U--. Trash chute specifications. FBC T705.1.2.
" (There is no trash chute on job. \Ve have removed it from the preliminaries.)
Refuse Room specifications. FBC T705.1.2.
(The refuse room has been removed with the removal of the trash chute. Refuse will be taken out
immediately upon being brought to the first floor.)
1,28. EIFS product installation specifications. FBC 1403.
r (EIFS spec is Section 07240. This section has been amended to meet FBC 1403.
~9. Attachment specifications for exterior architectural foam. FBC 1404.
-... (Foam as used in Section 07240 has been amended to meet FBC 1404.) . . ~ .
. .
Clarification: is Rm. 201 intended to be an accessible room?
(Yes. Please see calculation and indication of accessible units on unit drawing sheets.)
~1. Calculations regarding Accessible Transient Lodging with Florida specific provisions. (See attached)
Specify grab rails, open-frame beds, ADA water closets, visual alarms, door and doorway widths and roll-
in showers where required.
(Calculations and indications of the appropriate units have been shown on drawings.)
Ove2. Parapet wall construction detail.
(Detail has been shown.)
-.-::}3. Product and installation specifications for lightweight concrete and taper foam systems.
(Roof and taper foam is specified in Section 07552 and lightweight concrete is specified in
Section 03521. Shop drawings can be submitted if desired when submitted by contractor for
approval. )
34. Product and installation specifications for metal roofing.
,--
. (product is shown in Section 07411 of the specifications. Roof is to be installed as per structural ,# J ~
requirements. Shop drawings can be submitted when received from subcontractor.)
6~ 5. Clarification: Detail 7 on sheet A5.3 indicates a step-down of 10". Detail 5 on same sheet indicates
step-down is located at exterior door. This appears to be a violation ofFBC 1012.1.3, which requires no
more than a lIz" grade differential at exterior doors.
(Detail has been changed to meet the ~" requirement at exterior door. The intent is to have the
washers and dryers on a 10" slab for ease of use and the step at the exterior door has been
eliminated. )
(Items 36-50 will be reviewed with M & E to insure compliance)
Mechanical
OLn6. Detail regarding hood and suppression system in food prep area.
(There is no hood or suppression system needed since there is no kitchen.)
Clarification regarding the words "Trash" and "Pump Room" indicated at the Laundry Room depicted
on Sht. M2.1. '" .. ,
,.__38. Condensate disposal detaiL FMC 307 ?~
~9. Fireplace specifications.
O~. Mechanical damper locations and specifications. FMC 607
0\41. Provisions for balanced return air. FMC 601.4
O~. Dryer duct sizes and dryer specifications (cfm) FMC 504
Plumbing
43. Complete plumbing plans, including material specifications and isometrics for Dw~v, Storm and
supply. ~\p ~ee.. ~ ~c.k ~--pb."., .
':::::: 44. Roof drain and leader calculations. FPC 1106
45. Water heater pan disposal detail. FPC 504.7
-J 46. Overflow roof drains/scuppers. FBC 1511.6.4.3
Electrical
~7. Electrical load calculations. (Note: 2V A/sflighting per NEC T220.3A)
01148. Electrical plan for roof
g169. Smoke detector layout. Note: smoke detectors in rooms connected by a communicating door shall be
interconnected.
&~Oa. Gas piping shall be bonded.
Gas
lUt19. Provide gas layout and riser.
Examples of check-out aisles of different "design" 11-8.4 Card Catalogs and Magazine Displays.
include those which are specifically designed to serve dif- Minimum clear aisle space at card catalogs and magazine
ferent functions. Different "design" includes but is not displays shall comply with Figure 55. Maximum reach
limited to the following features - length of belt or no belt; height shall comply with 11-4.2, with a height of 48 in. (1220
or permanent signage designating the aisle as an express mm) preferred irrespective of approach allowed.
lane. 11-8.5 Stacks.
(2) Clear aisle width for accessible check-out aisles shall Minimum clear aisle width between stacks shall comply with
comply with 11-4.2.1 and maximum adjoining counter 11-4.3, with a minimum clear aisle width of 42 in (1065 mm)
height shall not exceed 38 in. (965 mm) above the finish preferred where possible. Shelf height in stack areas is ume-
floor. The top of the lip shall not exceed 40 in. (1015 mm) stricted (See Figure 56).
above the finish floor. SECTION 11-9
(3) Signage identifying accessible check-out aisles shall ACCESSIBLE TRANSIENT LODGING;
comply with 11-4.30.7 and shall be mounted above the (1) Except as specified in the special technical provisions
check-out aisle in the same location where the check-out of this section, accessible transient lodging shall comply
number or type of check-out is displayed. with the applicable requirements of 11-4.1 through 11-
4.35. Transient lodging includes facilities or portions
thereof used for sleeping accommodations, when not
classed as a medical care facility.
11-9.1 Hotels, Motels, Inns, Boarding Houses, Dormi-
11-7.4 Security Bollards. tories, Resorts and Other Similar Places of Transient
Any device used to prevent the removal of shopping carts Lodging.
from store premises shall not prevent access or egress to peo- 11-9.1.1 General. All public use and common use areas
pIe in wheelchairs. An alternate entry that is equally conven- are required to be designed and constructed to comply
ientto that provided for the ambulatory population is accept- with Section 11-4 (Accessible Elements and Spaces:
able. Scope and Technical Requirements).
SECTION 11-8 Exception: Sections 11-9.1 through 11-9.4 do not apply
LIBRARIES. to an establishment located within a building that contains
not more than five rooms for rent or hire and that is actu-
11-8.1 General. ally occupied by the proprietor of such establishment as
In addition to the requirements of 11-4.1 to 11-4.35, the the residence of such proprietor.
design of all public areas of a library shall comply with 11-
8, including reading and study areas, stacks, reference 11-9.1.2 Accessible Units, Sleeping Rooms, and Suites.
rooms, reserve areas, and special facilities or collections. Accessible sleeping rooms or suites that comply with the
requirements of 11-9.2.1 to 11-9.2.2 (Requirements for
11-8.2 Reading and Study Areas. Accessible Units, Sleeping Rooms, and Suites) shall be pro-
At least 5 percent or a minimum of one of each element of vided in conformance with the table below. In addition, in
fixed seating, tables, or study carrels shall comply with 11- hotels, of 50 or more sleeping rooms or suites, additional
4.2 and 11-4.32. Clearances between fixed accessible tables accessible sleeping rooms or suites that include a roll-in
and between study carrels shall comply with 11-4.3. shower shall also be provided in conformance with the table
11-8.3 Check-Out Areas. below. Such accommodations shall comply with the
At least one lane at each check-out area shall comply with requirements of 11-9.2,11-4.21, and Figure 11-57(a) or (b).
11-7.2(1). Any traffic control or book security gates or turn-
stiles shall comply with 11-4.13.
Number of Rooms Accessible Rooms Rooms with Roll-in Showers Florida 5 %
1 to 25 1
26 to 50 2
51 to 75 j I
76 to 100 4 I
101 to 150 5 2 (See shaded text below)
151 to 200 6 2
201 to 300 7 "2
J
301 to 400 8 4
401 to 500 9 4, plus one for each additional
501 to 1000 """1m _~ ",-_",-_1 1 r..A ""'.^
L.-/O VI lUlill 1 vu over 4UU
1001 and over 20 plus 1 for each 100 over 1000
FLORIDA BUILDING CODE - BUILDING 11.43
or fraction thereof, of rooms being altered until the num-
ber of such rooms equals the number required to be acces-
sible by 11-9.1.3.
11-9.2 Requirements for Accessible Units, Sleeping
Rooms and Suites.
11-9.2.1 General. Units, sleeping rooms, and suites
required to be accessible by 11-9.1 shall comply with 11-
11-9.1.3 Sleeping Accommodations for Persons with 9.2.
Hearing Impairments. In addition to those accessible
sleeping rooms and suites required by 11-9.1.2, sleeping 11-9.2.2 Minimum Requirements. An accessible unit,
rooms and suites that comply with 11-9.3 (Visual Alarms, sleeping room or suite shall be on an accessible route
Notification Devices, and Telephones) shall be provided in complying with 11-4.3 and have the following accessible
conformance with the following table: elements and spaces.
Number of Elements Accessible Elements (1) Accessible sleeping rooms shall have a 36 in. (915
1 to 25 1 mm) clear width maneuvering space located along
both sides of a bed, except that where two beds are pro-
26 to 50 2 vided, this requirement can be met by providing a 36
51 to 75 3 in. (915 mm) wide maneuvering space located between
76 to 100 4 the two beds.
101 to 150 5
151 to 200 6 (2) An accessible route complying with 11-4.3 shall
201 to 300 7 connect all accessible spaces and elements, including
301 to 400 8 telephones, within the unit, sleeping room, or suite.
401 to 500 9 This is not intended to require an elevator in multi-
501 to 1000 2% of total story units as long as the spaces identified in 11-
1001 and over 20 plus 1 for each 9.2.2(6) and (7) are on accessible levels and the acces-
100 over 1000 sible sleeping area is suitable for dual occupancy.
11-9.1.4 Classes of Sleeping Accommodations. (3) Doors and doorways designed to allow passage into
(1) In order to provide persons with disabilities a range
of options equivalent to those available to other per- and within all sleeping rooms, suites or other covered
sons served by the facility, sleeping rooms and suites units shall comply with 11-4.13.
required to be accessible by 11-9.1.2 shall be dispersed (4) If fixed or built-in storage facilities such as cabi-
among the various classes of sleeping accommodations
available to patrons of the plaee of transient lodging. nets, shelves, closets, and drawers are provided in
Factors to be considered include room size, cost, accessible spaces, at least one of each type provided
amenities provided, and the number of beds provided. shall contain storage space complying with 11-4.25.
Additional storage may be provided outside of the
(2) Equivalent Facilitation. For purposes of this sec- dimensions required by 11-4.25.
tion, it shall be deemed equivalent facilitation if the (5) All controls in accessible units, sleeping rooms, and
operator of a facility elects to limit construction of
accessible rooms to those intended for multiple occu- suites shall comply with 11-4.27.
paney, provided that such rooms are made available at
the cost of a single occupancy room to an individual (6) Where provided as part of an accessible unit, sleep-
with disabilities who requests a single-occupancy room. ing room, or suite, the following spaces shall be acces-
sible and shall be on an accessible route:
11-9.1.5 Alterations to Accessible Units, Sleeping
Rooms, and Suites. When sleeping rooms are being (a) the living area.
altered in an existing facility, or portion thereof, subject to
the requirements of this section, at least one sleeping (b) the dining area.
room or suite that complies with the requirements of 11-
9.2 (Requirements for Accessible Units, Sleeping Rooms, (c) at least one sleeping area.
and Suites) shall be provided for each 25 sleeping rooms,
or fraction thereof, of rooms being altered until the num. (d) patios, terraces, or balconies.
bel' of such rooms provided equals the number required to
be accessible with 11-9.1.2. In addition, at least one sleep- Exception: The requirements of 11.4.13.8 and 11-4.3.8
ing room or suite that complies with the requirements of do not apply \vhere it is necessary to utilize a higher door
11-9.3 (Visual Alarms, Notification Devices, and threshold or a change in level to protect the integrity of the
Telephones) shall be provided for each 25 sleeping rooms, unit from wind/water damage. Where this exception
11.44 FLORIDA BUILDING CODE - BUILDING
results in patios, terraces or balconies that are not at an 11-9.3 Visual Alarms, Notification Devices and
accessible level, equivalent facilitation shall be provided. Telephones.
(e.g., equivalent facilitation at a hotel patio or balcony 11.9.3.1 General. In sleeping rooms required to comply
might consist of providing raised decking or a ramp to with this section, auxiliary visual alarms shall be provid-
provide accessibility). ed and shall comply with 11-4.28.4. Visual notification
devices shall also be provided in units, sleeping rooms
(e) at least one full bathroom (i.e., one with a water and suites to alert room occupants of incoming telephone
closet, a lavatory, and a bathtub or shower). calls and a door knock or bell.
Notification devices shall not be connected to auxiliary
(0 if only half baths are provided, at least one half visual alarm signal appliances. Permanently installed tele-
bath. phones shall have volume controls complying with 11-
4.31.5; an accessible electrical outlet within 4 ft (1220
(g) carports, garages or parking spaces. mm) of a telephone connection shall be provided to facil-
itate the use of a text telephone.
(7) Kitchens, Kitchenettes, or Wet Bars. When pro-
vided as accessory to a sleeping room or suite, 11-9.3.2 Equivalent Facilitation. For purposes of this
kitchens, kitchenettes, wet bars, or similar amenities section, equivalent facilitation shall include the installa-
shall be accessible. Clear floor space for a front or par- tion of electrical outlets (including outlets connected to a
allel approach to cabinets, counters, sinks, and appli- facility's central alarm system) and telephone wiring in
ances shall be provided to comply with 11-4.2.4. sleeping rooms and suites to enable persons with hearing
Countertops and sinks shall be mounted at a maximum impairments to utilize portable visual alarms and commu-
height of 34 in. (865 mm) above the floor. At least 50 nication devices provided by the operator of the facility.
percent of shelf space in cabinets or refrigerator! freez-
ers shall be within the reach ranges of 11-4.2.5 or 11- 11-9.4 Other Sleeping Rooms and Suites. Doors and door-
4.2.6 and space shall be designed to allow for the oper- ways designed to allow passage into and within all sleeping
ation of cabinet and/or appliance doors so that all cab- units or other covered units shall comply with 11-4.13.5.
inets and appliances are accessible and usable.
Controls and operating mechanisms shall comply with 11-9.5 Transient Lodging in Homeless Shelters, Halfway
11-4.27. Houses, Transient Group Homes, and Other Social
Service Establishments.
(8) Sleeping room accommodations for persons with 11-9.5.1 New Construction. In new construction all pub-
hearing impairments required by 11-9.1 and comply- lie use and common use areas are required to be designed
ing with 11-9.3 shall be provided in the accessible and constructed to comply with Section 11-4. At least one
sleeping room or suite. of each type of amenity (such as washers, dryers and sim-
ilar equipment installed for the use of occupants) in each
common area shall be accessible and shall be located on
an accessible I:oute to any accessible unit or sleeping
accommodation.
Exception: Where elevators are not provided as allowed
in 11-4.13(5), accessible amenities are not required on
inaccessible floors as long as one of each type is provid-
ed in common areas on accessible floors.
11-9.5.2 Alterations.
(1) Social service establishments which are not home-
less shelters:
(a) The provisions of 11-9.5.3 and 11-9.1.5 shall
apply to sleeping rooms and beds.
(b) Alteration of other areas shall be consistent with
the new construction provisions of 11-9.5.1.
(2) Homeless shelters. If the following elements are
altered, the following requirements apply:
(a) at least one public entrance shall allow a person with
mobility impainnents io approach, enter and exit includ-
ing a minimum clear door width of 32 in. (815 mm).
FLORIDA BUILDING CODE - BUILDING 11.45
FROM :~inciell Engineering FAX NO. :7635429214 Jul. 12 2004 02:39PM P2
~rffiit Number "-
Envelope Compliance Certificate ".-
Checked By/Darc
90.1 ('89) Code
COMcheck-EZ Software Version 2.5 Release I a
Data filename: Z:\2004\0413 Country Inn & Suites Florida\Calculation\Meeh\fl.cck
Section 1: Project Information
Project Name: Country Tnn and Suites
Cape Canaveral, FL
Des i gner'/Contl1lctor: Lindell Engineering Inc.
Document Author: Richard A. Lindell
Section 2: General Information
Building Location (for weather data): Cape Canaveral, Florida
Climate Zone: 2a
Heating Degree Days (base 65 degrees F): 803
Cooling Degree Days (base 65 degrees F): 3057
Project Type: New Construction
ful.il.Qing Type EI90r Area
Hotel and Motel 25400
Section 3: Requirements Checklist ,
Bldg. I
Dept. I
Use I
I Air Leakage, Component Certification, and Vapor Retarder Requirements
r 1 I 1. All joint~ and penetrations are c<lulked, gasketed, weather-stripped, or otherwise scak:J,
[ ] I 2. Window'S, doors, and skylights certified as meeting leakage requirements.
[ J I 3. Component R-values & U-factors labeled as certified.
Note: Vapor retarder not required in this location.
:;::;"
Co tfA^ Ft ' '"
~D&r
,.) fA I
air
- '" ,
JUL 12 2004 15:30 7635429214 PAGE. 02
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 850.040.15
DRIVEWA Y/CONNECTION APPUCA TION SYSTEMS PLANNING
04103
Application Number: 04 A 590 0013 Received By:
Category:
Section/Miie Post:
instructions - To Applicant
"Complete this form (some questionsrnilynot applyJ<.:> you) and attach. all necessary documents and
Transportation.
.. For help with this form contact your local Maintenance or District Office.
.. Or visit our website at http://www11.myflorida.com/onestoppermitting/ for the contact person and phone number in your area.
'" You may also email - driveways@dot.state.fl.us
.. Or call your District or local Florida Department of Transportation Office and ask for Driveway Permits.
Please print or type
I APPLICANT, I
Cneck one:
@ Owner o Lessee o Contract to Purchase
Name: Portview Inn and Suites, LLC
Responsible Officer or Person: Kent Oliver, Managing Partner
If the Applicant is a Company or OrganizaUon, Name: Portview Inn and Suites, LLC
Address: 215 North Central Avenue
City, State: Duluth, Minnesota
Zip: 55807 Phone: 218-628-0311 Fax:
Email: nw@weberarchiteds.com
LAND OWNER: (if not applicant)
Name: Same as above
If the Applicant is a Company or Organization, Name:
Address:
City, State:
Zip: nh................. Fax:
rIIUIIt:::.
Email:
:~t"""
HI- ~r' f;' h
~f i/ tC)
/} l)
.'.. ;[J1
DSPr
. , OF .,-,~.
t l";; ~\ "\. .--
COco' \';'11\/&.
. /.1 .
850-040-15
SYSTEMS PLANNING
04/03
~-
i\ddress of property to be served by permit (if known):
Astronaut Boulevard (State Road AlA), Cape Canaveral, Florida
if address is not known, provide distance from nearest intersecting public street (such as, 500 feet south of Main St.)
Next to Race Trac gas station
Check here if you are requesting a
@ new driveway o temporary driveway o modification to existing driveway o safety upgrade
Does the property owner own or have any interests in any adjacent property?
@No o Yes, if yes - please describe:
Are there other existing or dedicated public streets, roads, highways or access easements bordering or within the property?
@No o Yes, if yes - list them on your pians and indicate the proposed and existing access points.
Local Government Development Review or Approval Information:
Local Government Contact Cape Canaveral City Planner
Name: Todd Peetz
Government Agency: City of Cape Canaveral
Phone #: (407) 249-1503
850-040-15
SYSTEMS PLANNiNG
04/03
Pa~e 3 of 3
) ',' ~
....... c . ,.;
..~ - U''''0 , ===.,=...=
------== YPfL Number of Units
Provide an estimate of the daily traffic volume anticipated for the entire property at build out. (An individual single family home, duplex, or quad-pie
is not required to complete this section).
Daily Traffic Estimate = 2,525 (Use the latest Institute of Transportation Engineers (ITE) Trip Generation Report)
If you used the ITE Trip Generation Report, provide the land use code, independent variable, and reference page number.
II t:: Land Use Code Independent Vanable ITE Report page number reference
310 and 820 No. of rooms (hotel), per 1,000 s.f. (Du1 (O( c, I) Trip Generation, 6th edition, 1997
Check with the Florida DOT Office where you will return this form to determine which of the
following documents are required to complete the review of your application.
Plans should be 11" x 17" (scale 1" x 50') f) Proposed access design
Note: No plans larger than 24" x 36" will be accepted g) Parcel and ownership maps including easements (Boundary Survey)
a) Highway and driveway plan piOfile h) Signing and striping plans
b) Drainage plan showing impact to the highway right-of-way i) Traffic Control/Maintenance of Traffic plan
c) Map and letters detailing utility locations before and j) Proof of liability insurancef,j; ._.
after Development in and along the right of way k) Traffic Impact Study " i ,'/'::n ?,-..
d) Subdivision, zoning, or development plans I) Cross section of roadway every' 100' if eXdu~Je\,tLimjianes are
c\ Property map indicating other access, bordering roads and streets re uired .;it,f.,.~"!,j
U/
Important Notices to Applicant Before Signing Application {,
The Department Reserves The Right To Change Traffic Features And Devices In Right Of Way At An~
Proposed tr~ffic control featur~s and devices in .the right of way, such as median opening~ and other traffit:'cddfrOltfivlc,e,S, are ,not ~art of
the connectlOn(s) to be authOrized by a connectIOn permit. The Department reserves the right to change t~= ~aQ$devlces In the
future in order to promote safety in the right of way or efficient traffic operations on the highway. Expenditure ' . applicAnt of monies
for installation or maintenance of such features or devices shall not create any interest In the maintenance of such featuies or devices.
Significant Changes In Property Use Must Undergo Further Review
If an access permit is issued to you it will state the terms and conditions for its use, Significant changes in the use as defined in Section
335.182(3), Florida Statutes, of the permitted access not consistent with the terms and conditions listed on the permit may be considered
a violation of the permit.
All Information I Give Is Accurate
I certify that I am familiar with the information contained in this application and that to the best of my knowledge and belief, such
information is true, complete and accurate.
Starting Work On The Driveway Connection After I Get My Permit Means I Accept All the Conditions In My Permit
I will not begin work on the connection until I receive my Permit and I understand all the conditions of the Permit. When I begin work on
the connection, I am acce tin all conditions listed in m - Permit.
Applicant Name (Printed): KE}nJ-Oliver, Mai)Clging Partner
c- .// / '--j( . i {/,f/~1 ,..-//'_, ",,../ I
. - '/ -k",_ ,'..
Aoolicant's signature; . ,<-/'-""v1 1 ", 1/ Date
I " ./ L-';"_~(.> /'~ G~;;::~"_.~~,...~._'_._"~-~"::~'""'" ./ ,:-;r-;(/ j/ L' ,>.-:-
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 850-040-18
DRIVEWAY CONNECTION PERMIT SYSTEMS PLANNING
04/03
FOR CATEGORIES P2ge 1 of 3
APPliCATION NUMBER: ~ 9-O--OO-l-J
Permittee: Portview Inn & Suites, LLC
Section/Mile Post: 70080 State Road: AlA, Astronaut Boulevard
Section/Mile Post: ~S ~ 3l.~:;'~~~ State Road:
PART 2: PERMITTEE INFORMATION )
'.
.
Permittee Name: Portview Inn & Suites, LLC " I
,~i:)
<,-'; , r.- C~~
Permittee Mailing Address: 215 No, Central Avenue
, "
City, State, Zip: Duluth, MN 55807
Telephone: 218-628-0311
Engineer/ConsultantJor Project Manager: Oroor and Associates, Inc,
Engineer responsible for construction inspection: Noel Droor, P,E 37259
NAME PE #
Mailing Address: 580 N. Wickham Road, Suite E
City, State, Zip: Melbourne, FL 32935
Telephone: 321-253-8233 FAX 321-253-8232
PART 3: PERMIT APPROVAL
The above application has been reviewed and is hereby approved subject to all Provisions as attached.
Permit Number: 03 A 590 0013
Signature: ~ Department of T<an'portation Title: Operations Administrator
v/~. _
../ / ~ // '
Department R~res~t~'s ~hted Name
?
Temporary Permit o YES '{NO (If temporary, this permit is only valid for 6 months)
\ ,"~
Special provisions attached J3t YES 0 NO r,
Date of Issuance: B - ~ LI -d--UO L{ / YJ I
If this is a normal (non-temporary) permit it authorizes construction for tue year from the date of issuance. This can only be
extended by the Department as specified in 14-96.007(6).
See following pages for General and Special Provisions
850-040.18
SYSTEMS PLANNING
04/03
Page 2 of 3
Attention:
2, A copy of the approved permit must be displayed in a prominent location in the immediate vicinity of the connection
3. Comply with Rule14~96.008(1), FAC., Disruptioh of Traffic.
4. Comply with Rule 14-96.008(7), FAC., on Utility Notification Requirements.
5. All work performed in the Department's right of way shall be done in accordance with the most current Department
standards, specifications and the permit provisions.
6. The permittee shall not commence use of the connection prior to a final inspection and acceptance by the
Department.
7. Comply with Rule 14-96.003(3)(a), FAC., Cost of Construction.
8. If a Significant Change of the permittee's land use, as defined in Section 335.182, Florida Statutes, occurs, the
Permittee must contact the Department.
9. Medians may be added and median openings may be changed by the Department as part of a
Construction Project or Safety Project. The provision for a median might change the operation of the connection to
be for right turns only.
10. All conditions in NOTICE OF INTENT WILL APPLY unless specifically changed by the Department.
11. All approved connection(s) and turning movements are subject to the Department's continuing authority to modify
such connection(s) or turning movements in order to protect safety and traffic operations on the state highway or
State Highway System.
12. Transportation Control Features and Devices in the State Right of Way. Transportation control features and
devices in the Department's right of way, including, but not limited to, traffic signals, medians, median openings, or
any other transportation control features or devices in the state right of way, are operational and safety
characteristics of the State Highway and are not means of access. The Department may install, remove or modify
any present or future transportation control feature or device in the state right of way to make changes to promote
safety in the right of way or efficient traffic operations on the highway.
13. The Permittee for him/herself, his/her heirs, his/her assigns and successors in interest, binds and is bound and
obligated to save and hold the State of Florida, and the Department, its agents and employees harmless from any
and all damages, claims, expense, or injuries arising out of any act, neglect, or omission by the applicant, his/her
heirs, assigns and successors in interest that may occur by reason of this facility design, construction,
maintenance, or continuing existence of the connection facility, except that the applicant shall not be liable under
this provision for damages arising from the sole negligence of the Department.
14. The Permittee shall be responsible for determining and notify all other users of the right of way.
15. Starting work on the State Right of Way means that I am accepting all conditions on the Permit.
850-040-18
SYSTEMS PLANNING
04/03
Page 3 of 3
-----------------------------------------------
-----------------------------------
IffRTsIsa non=conf6fmingconnecfT(5npermi1':asaefinedTn Ruleeha ptersl:P:j6 arid 14~97, then the following shall be a part of
1. The noncconforming connection(s) described in this permit is (are) not permitted for traffic volumes exceeding the Permit
.~CltE:9() ry()n ...PCl9.E).....1()ft~i.~..p"'rlTlit,()ra~_sp~(:ifiE;(jir1HQthE;r?peci al Pro v i si 0 ns "p.E;i()vv. .
2. All non-conforming connections will be subject to closure or relocation when reasonable access becomes available in
the future.
OTHER SPECIAL PROVISIONS:
PART6: APPEAL PROCEDURES
You may request an administrative hearing pursuant to Sections 120.569 and 120.57, Florida Statutes. If you disagree with the facts stated
in the foregoing Notice of Intended Department Action (hereinafter Notice), you may request a formal administrative hearing pursuant to Section
120.57(1), Florida Statutes. If you agree with the facts stated in the Notice, you may request an informal adrninistrative hearing pursuant to
Section 120.57(2), Florida Statutes. You must send the written request to:
Clerk of Agency Proceedings
Department of Transportation
Haydon Burns Building
605 Suwannee Street, M.S. 58
Tallahassee, Florida 32399-0458
The written request for an administrative hearing must conform to the requirements of either Rule 28-106.201 (2) or Rule 28-106.301 (2),
Florida Administrative Code, and must be received by the Clerk of Agency Proceedings by 5:00 P.M., no laier than 21 days after you received th
Notice. The written request for an administrative hearing should include a copy of the Notice, and must be legible, on 8 Yz by 11 inch white
paper, and contain:
1. Your name, address, telephone number, and Department identifying number on the Notice, if known, and name, address,
and telephone number of your representative, if any;
2. An explanation of how you are affected by the action described in the Notice.
3. A statement of how and when you received the Notice.
4. A statement of all disputed issues of material fact. If there are none, you must so indicate.
5. A concise statement of the ultimate facts alleged, as well as the rules and statutes which entitle you to relief; and
6. A demand for relief
A formal hearing will be held if there are disputed issued of material fact. If a formal hearing is held, this matter will be referred to the Division of
Administrative Hearings, where you may present witnesses and evidence and cross examine other witnesses before an administrative law
judge. If there are no disputed issues of material fact, an informal hearing will be held, in which case you will have the right to provide the
Department wiih any written documentation or legal arguments which you wish the Department to consider.
Mediation, pursuant to Section 120.573, Florida Statutes, will be available if agreed to by all parties, and on such terms as may be agreed upon
by all parties. The right to an administrative hearing is not affected when mediation does not result in a settlement.
If a written request for an administrative hearing is not timely received you will have waived your right to have the intended action reviewed
pursuant to Chapter 120, Florida Statutes, and the action set forth in the Notice shall be conclusive and final.
~U3 IEC-r r' "~r!;Tt~pnt'1Ir;:.
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STATE OF FLORiDA DEPARTMENT OF TRANSPORTATION 850.040.16
RECEIPT OF CONNECTION APPLICATION SYSTEMS PLANNING
AND FEE (OR WAIVER OF FEE) 04/03
~~iM.peR1--;A;t'ff---Nell~:~.EVelrth1mgFryou f'applTcalTonTias ~6.een 'accepted, Tfmayn.ot be ... ....
complete. We will contacty()~ if more information IS ..J.
(1) APPLICATION NUMBER: 04 A 590 0013
(2) Name/Address PORTVIEW INN AND SUITES, LLC, KENT OLIVER, MANAGING PARTNER
215 NORTH CENTRAL AVENUE
DULUTH, MINNESOTA
(3) Project Name: PORTVIEW INN AND SUITES
VEHICLES PER DAY FEE
(4) Fee 0 Category A 1-20 $50.00
0 Category B 21-600 $250.00
0 Category C 601-1,200 $1,000.00
0 Category D 1,201-4,000 $2,000.00
0 Category E 4,001-10,000 $3,000.00
0 Category F 10,001-30,000 $4,000.00
0 Category G 30,001 + $5,000.00
0 Temporary $250.00
0 Safety NO FEE
0 Government Entity NO FEE
(5) Application Fee Collected $ 2,000.00 (6) Fee Collected By
Payment: Certified Check Money Order Name est, Brevard Ops Permit Manager
Cashier's Check X Check Number 151279 Signature ~INT)
Cash Date: Unit 590
~ FIRST MIN~~"::2~~t.:o~ITYBANI6 ~ 151279
REMITTER
\ ~ Glen lake Station: (952) 935-8663 . Country Village: (952) 935-5995 / ;
~ - 75'1445/910
ii~\ WEBER ARCHITECTS & PLANNERS /~ DATE 23 JANUARY 2004 208401
~! '
"~j
::;PAYTOTHE $
Ii ORDER OF ''nhh'n'n''FLORIDA DEPARTHENT OF TRANSPORTATION"dn'dn'n': I '''"''<2,000.0.0''<>'<
il
"
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THIS DOCUMENT HAS A MICRO.PRINT SIGNATURE LINE. WA~~RMARK AND A THERMOCHROMICICON; A8SENCE OF THESE FEATUR L INDI~
,:... ..-. ',..' _ __':- ',-_-~_~ - / --!.? 1,4,_,! I ~/.TI ~71..
CASHIER'S CHECK C.d...d..:...............d/d~~r-v
..I;;:>.:.:~:::..;.;.:?:..;.:.:>: ::,,;.:, '.~' ..\ :,:,:;. ...::,. ':?,::'::1
- TV\lo signatures required on amounts over $1,000.00 I. .:..:::#. ....:.-:......'7{. .~,.:...;.0.:.:.:::.:.'.:::.:.'1 '----
ff4" ~ ~ ,.:::,('i~''''.:-''';/ ...... ~~' .::,.........::.~l
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~\XXxxxx'xxxxxxxx=~=====~XXXXXXXXXXXXXXXXXXXXXXXYXyyyYyYV , ,YVVVvVVVVvv .Yo.
Department of
Environmental Protection
Jeb Bush 3319 Maguire Boulevard, Suite 232 Colleen Castille
Goyernor Secretary
NOTICE OF PERMIT ISSUANCE
In the Matter of an
Application for Permit by:
PORT VIEW INN & SUITES LLC
215 N CENTR-AL A VE!\TLTE
DUU.JTH MN 55807
ATTENTION KENT OLIVER
PRESIDENt
Brevard County - CS
Country IlL'1 & Suites
Cmmected to: Cape Canaveral \VWTF
Dear Mr. Oliver:
Enclosed is Permit Number CS05-0233350-OOl to coostruct a sewage coUectior.!transmission
system, issued pursuant to 403.087(1), Florida Statutes.
The Department's proposed agency action shall become final unless a timely petition for an
administrative hearing is filed under Se-.;;tions 120.569 and 120.57, Fl.orida Statutes, \vithin fourteen days
of receipt of notice. The procedures for petitioning for a hearing are set forth below.
A person whose substantial interests are affected by the Department's proposed permitting decision
may petition for an administrative proceeding (hearing) under Sections 120.569 and 120.57, Florida
Statutes. TIle petition must contain the infonnation set forth below and must be filed (received by the
clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail
Station 35, Tallahassee, Florida 32399-3000.
Petitions by the applicant or any of the persons listed below must be filed \vithill fourteen days of
receipt of this wTitten notice. Petitions filed by any persons other than those entitled to \vritten notice
under Section 120.60(3), Florida Statutes, must be filed within fourteen days of publication of the notice
or vlithin fou...rl.een days of receipt of the written notice, whichever occurs first. Under Section 120.60(3),
Florida Statutes, however, any person w-ho has asked the Depa.'i:ment for notice of agency actioo nmy file
a petition within fourteen days of receipt of such regardless of the date of publication.
The petitioner shall mail a copy of the petition to the applicant at the address indicated above at the
time of filing. The failure of any person to file a petition within fOlli1:een days of receipt of notice shaH
constitute a waiver of t11at person~s right to request all administrative determination (11earillg) under
Sections 120569 and 12057, Florida StattJtes. A'lY subsequent intervention (in a proceeding initiated by
another party) "vill be only at the di~cretion of the officer upon the of a motion in
compliance ,""ith Rule Florida Administ.rative Cc.oe.
A petition that disputes the material facts on which the Department's action is based must contain the
following information:
(a) The name, address, and telephone number of each petitioner; the name, address, and telephone
number of the petitioner's representative, if any; the Department permit identification number and the
county in which the subject matter or activity is located;
(0) A statement of how and when each petitioner received notice ofthe Department action;
(c) A statement of how each petitioner's substantial interests are affected by the Department action;
(d) A statement of aU disputed issues of material fact If there are none, the petition must so indicate;
(e) A statement of facts that the petitioner contends warrant reversal or modification of the
Department action;
(f) A concise statement of the ultimate facts alleged, as wen as the rules and statutes which entitle the
petitioner to relief; and
(g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner
wants the Department to take.
Because tile administrative hearing process is designed to formulate final agency action, the filing
of a petition means that the Department's final action may be different from the position taken by it in this
notice. Persons whose substantial interests win be affected by any such final decision of the Department
have the right to petition to become a party to the proceeding, in accordance with the requirements set
forth above.
Mediation under Section 120.573, Florida Statutes, is not available for this proceeding.
This permit action is final and effective on ilie date filed with the clerk of the Department unless a
petition is filed in accordance with the above. Upon the ti.rnely filing of a petition this permit will not be
effective until further order of the Department.
Any party to ilie permit has ilie right to seek judicial review ofilie permit action under Section 120.68,
Florida Statutes, by the filing of a notice of appeal under Rules 9.110 and 9. I 90, Florida Rules of Appellate
Procedure, with the clerk of the Department in the Office of General Counsel, Mail Station 35, 3900
Commonwealth Boulevard, Tallahassee, Florida, 32399-3000; and by filing a copy of the notice of appeal
accompanied by the applicable filing fees with the appropriate district court of appea1. The notice of appeal
must be filed within 30 days from the date when this permit action is filed ",>ith the clerk of the Department
Department of
Environmental Protection
Jeb Bush 3319 Maguire Boulevard, Suite 232 Colleen Castille
Governor Orlando, Florida 32803-3767 Secretary
STATE OF FLORIDA
DOMESTIC W ASTEW ATER COLLECTIONITRAi~SMISSION INDIVIDUAL PERr"nT
Permittee:
Port View Inn & Suites LLC Permit Number: CS05-0233350-00 1
215 N Central Avenue Date ofIssue: September 08, 2004
Duluth Mn 55807 Expiration Date: September 07, 2009
Attention: Kent Oliver, County: Brevard
President Project: Country Iun & Suites
Connected to: Cape Canaveral WWTP
This pennit is issued under the provisions of Chapter 403, Florida Statutes (F.S.), and Chapters 62-4 and
62-604, Florida Administrative Code (F.A.C.).
The above named permittee is hereby authorized to construct the facilities shown on the application and
other documents on file with the Department and made a part hereof and specifically described as
foHows:
DESCRIPTION OF PROJECT:
Construction of a sewage collection/transmission system for the Country Iun & Suites project, serving a
154 room hotel and a 350 seat restaurant, generating a flow of 27,650 gpd.
The sewage collection/transmission system shall consist of: (A) 150 LF of 8" PVC gravity main, (B)
1,000 LF of 4" forcemain, (C) one lift station with dual 120 gpm submersible pumps and (D) associated
valves, manholes and appurtenances.
LOCATION OF PROJECT: Astronaut Blvd and Imperial Blvd, Cape Canaveral, Brevard County,
Florida.
IN ACCORDANCE WITH: The limitations, requirements and other conditions set forth in pages 1
through 3 of this permit.
Page 1 on
Permittee:
Port View fun & Suites LLC Permit Number: CS05-0233350-00 1
Expiration Date: September 07, 2009
Attention: Kent Oliver,
President
PERMIT CONDITIONS:
1- This permit is subject to the general conditions of Rule 62-4.160, F.A.C., as applicable. This rule is available at
the Department's Internet site at:
http://www .dep.state.fl.us/water/wastewater/rules.htm#domestic [62-4.160J
2. Upon completion of construction of the collection/transmission system project, and before placing the facilities
into operation for any purpose other than testing for leaks or testing equipment operation, the permittee shaH
submit to the Department's Central District Office Form 62-604.300(8)(b), Request for Approval to Place a
Domestic Wastewater CollectionITransmission System into Operation. This form is available at the
Department's Internet site at:
http://www.dep.state.fl.us/water/wastewater/forms.htm [62-604.700(2), 11-6-03 J
3. The new or modified collection/transmission facilities shall not be placed into service until the Department
clears the project for use. [62-604.700(3), 11-6-03]
4. Permit revisions shall only be made in accordance with Rule 62-4.050(4)(s), F.A.C. Request for revisions shall
be made to the Department in writing and shall include the appropriate fee. Revisions not covered under Rule
62-4.050(4)(s), F.A.C., shall require a new permit. [62-604.6oo(8),11-6-03J
5. Abnormal events shall be reported to the Department's Central District office in accordance with Rule 62-
604.550, F.A.C. For unauthorized spills of wastewater in excess of 1000 gallons per incident, or where
information indicates that public health or the environment may be endangered, oral reports shan be provided to
the STATE WARt'ilNG POINT TOLL FREE NUMBER, (800) 320-0519, as soon as practical, but no later than
24 hours from the time the permittee or other designee becomes aware of the circumstances. Unauthorized
releases or spills less than 1000 gallons per incident are to be reported orally to the Department's Central
District .office within 24 h.ours from the time the permittee, or .other designee becomes aware of the
circumstances. [62-604.550, 11-6-03]
6. The permittee shall be responsible f.or proper operation and maintenance .of the pump stati.on, including clean-up
.of spills resultant from pump station malfuncti.on and providing temp.orary service P.ower generating and
pumping equipment for emergency situations. In the event .of equipment breakd.own, P.ower outages,
destruction by hazard .of fire, wind .or by .other cause, the permittee shall notifY the Department, within 24 hours
when such abnormal events result in the disposal .of inadequately treated waste in vi.olation .of DEP Rule
62~604.130(1). F.A.C. in accordance ,villi DEP Rule 62-604.550, FJ'\.C.
Page 2 of3
Permittee:
Port View Inn & Suites LLC Permit Number: CS05-0233350-001
Expiration Date: September 07, 2009
Attention: Kent Oliver,
President
Executed in Orlando, Florida.
STATE OF FLORIDA DEPARTMENT
OF ENVIRONMENTAL PROTECTION
~~.y~~
Program Manager
Domestic Waste Permitting
FILING AND ACKNOWLEDGEMENT
FILED, on this date, under Section 120.52, Florida Statutes, with the designated deputy clerk, receipt of
which is hereby acknowledged.
~~fAY~^ September 9.2004
Clerk Date
DJ/kpc/ply
Copies furnished to:
Ed Gardulski (via email: )
Noel Droor (via emai1: )
CERTIFICATE OF SERVICE
This is to certifY that this NOTICE OF PERMIT ISSUANCE were mailed before the
close of business on September 9. 2004 to the listed persons, by
Page 3 of3
- . ',-, , ..,. '''5R' ?4'7 F' . Cn/C14
JUt~ 1 E, 2004 14: 4:3 FR F~ td P~iIJL CDtJSTRUCTI Ot~ 4075995d50 T ,_I .1...2 ~ "" '_' ~ _ I _
.,..,....v... .~~-_......... ".... ; I 1>.02:
'd';:~~'la'~-~4 11.::02.... 0'1........ . :~, Lv ~
::;, ~. ~ ; i
, ,
~ i .
D~partm~nt of
Environmental Protection
; i
. ,
T.T~~w<<no
.Jel111!1~ _I:JIW~~ ~I_ U. e....tJ-."
~o, 'f_~,~~.4Ol!) ~
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March 12. 2004 : I
, ! I "f n
' J ,~
Kent Oli'.;er . ___ 4e .
PMoyiew 1M " Suite. LlC ,
21S N C"tmtllal AV$ ;
CUII.e, MN SSSD7 ;
-- _.~j .. ~ \ . .. --- *- ... - ~ - - -~ .
RE: Project 10: F!,.R'lQP942 I
Cclun1!y lilO .& Suiles I
SR A., A. A$rronauc alvei .
~pe Can:.l1lJeral. Florida .
I
Dear Pef'rrMnee: !:
I
The Fklrid.ll ~Parll'Nnt of E:n'llironmenlat ~r~tior, nab receiwd "rid ~~ }IOl.l1' NiJ,tice af
'tr~l'It to U$IJ. Gt:r/t';fi(; Permit 101" stormw.ter DiaChll'l'!1fl f~ Large and Sm.IJI ConsI.tuctian AciivililJ$
(NOll artd rt"le aceorn,:lGn)llng ~s.sin9 fee. This JenoI- so~ 10 acftlllowledge that yOU( NOt i$
compfllt., )"OlJf fee j~ ~id-i~.full, <llrll:f \lOUr prOject i:5 ~d u..... tne Q4iNllrlc permit ufJedive
March Q5. ZOO4. VOUI' a:wewng~ undt:r ~ genenc PC'+il Wilr eJq:tire MoIirc~ 04, 2009.
I '
. I .
The Gen~ Pt:rmir lOt SlCII"Mw.ate1' ~rge ffol'JJl Large. iWJ Sm.iN Coo~ A~.$ (CGP)
was isslJad undef Eht provisions of Section 403.0aas. Fk.tiid.. Sfmmcs, nnd appI~le I\i~$ Of .!he
Florida 4drninistrativc Cccic, Unlil h C(,;F> is lerminlllel)f, ~&'!ld' or nwotClJ, ~s ttlat n.'live
PfD~ oblair'li!!d COverage unGf;r lIitS perm(t ~ 3uthol"ized kl alswd, 'and. ~ ~Uvm and Clpera!e
t.ildlitiee. and ~ disd'lar9C! l!;l surface wat&fs'in ~ with lhe term;p and condl1lonl\; of mil
P8!'\'Jiit I;
. !
'Your projllct i<ill!!ntfflca'liltlr; nurnber is. Fut1OPl'M2. plka$lll'make ref@r-en;e llllhis n~ on all
rulu~ CQtf'e$l)~r.:ose InClLidlng.any Chcdls;made 01.11 ~ the DepOlIrtm&mt.
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This:.lemtr if: not yoUr' permit.. Your NOI alll)wa )"Ctllo pnked ~ c.on~cn oy ~'nS Wll11l'lc:
CGP (OEP OoQ,lInenr No, 62-621.300(4)(a,). "" wpy 01 ~YOU m::l)'Oibfa.Jl1 MiIN!r <II
"dP~..p..st~.fl'''$Iw..tel'/at.umt\lli'''~ll1pdn or by QanLacting Wle NPOES SlOr~ter
Naliees Q,ntcr. ; i ;
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Key ~ioj'u; 01 ~ Pt!lI'mit ar@' (1) itrID~~ otl"O~r s~,. ~iOn pre'llenliuil pian
(~PPP) that WiiI$ reqYimg m tK: aeve~ prior b NOII~ubm!bI: (2) ecnduct!ng and dOCLIm&n'mg
~r;ne C\sl)ad~s as; req\.lirll'd by the ~ and t3j ~nt.ian of ~~ requir!/Mi Dv The petl'l"lit
mcfudng m'letltion of.. c:opy Qf I't\e $WPPP at '!:he CW1idl\:iCt/ltln ~c. Or at ;vi alJe1'natlVQ location ~
~p~ciflm1 in YOU' NOt, 'rom titre da1e at proJ~ ini'liaim" folthe dale ~ 1'i03f $.~ slillttilutico.
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JUN 14 2ee4 17:32
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-- ... FR R II PH"lll C:OHSTRUCTIm~ 4D759958S3 TU J.2,d18bcH_ ,
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" yoor pr4;ijed wilt .!XJIllinl.l$ <:li$Chatging Sto.rm~( ~tS(1 ~ C'OnSWeLiol'l adlvity beyond
eltplitatlQn 01 ~ eurr~. ~.IiIge. req~\ for ~tinu~ coverage Sflall be rn:Idc by ti!;n9 iJ
M~lefed NO! at J$<.1SI : ~ befote ~Clb Of me ;ql~t OO~e pCf'j~. If lI'OLl di$conur'll.le
disci'l.argil'lg stoftnwatlllr a5$oeiated witt'! C:OI"I!;~ a~tivit)'. 01' orflerwi$e qualify II:) di.smntinue
OD'YEir<lge unaer tt!e CGP. )lOIJ r'I1<'i)i' ferminatCl ~t ~rage by 1r!ing a fl!oticc of T errnJnaian af
Gef1e1ie Permit CoV$ll"3ge fNOn. : :
If!/'CI.I l'Ia\le any QutmIDnG UJrIcemlfllllhls ~d~ leaer. p11l!!.$$1I! eotltlCt me NPDES
SlOrmWaJiilf Notices Ce"hlf' at (866) Ja6-6~'2()1' (8SC)J 297-1232.
CSRT'FICAll:: OF SERVICE
I
THEUH~Hl!REBYCERTlF'ES"''''''~''9~~~9r_~'n..... ~
U'll! C:Cf'lStneelial'1t GenerIc PeOTli'fRu1e. 62-621 ,3QO(4}. f;,~C., wall I'illIlfOO 8y~jeniY! Ap~icafions
Intol'national COl~lo", wt:ir1cing under FO'P Co"tr-dctiNumtief WM7i8, Ol'l bd1/ir Of /he Florida
Dep. B. -... Of En..""",,,,,,,, ~ ~.: elf!\@.~, '. d bctow'Via lht, . UMired $Iart!:s Pmtal
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PAGE. 03
JUN 14 2e04 1''(; 32 ** TOTRL PAGE. 04 :,,:*
_. 1. \), .:~, llJ '.I l'.t\ 1 11!:;J II r'.'!...>. _______._ ... ____.
~ ~-~L~
.mn;;hit~ct$ & plannew-s
TRANSMITTAL:
..
--DATE: 1J[ ~ ~
TO..... .,.!
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Q.tt1 W~. :CJqJ~o#
, ~='Jt\ ~ t>lt2.~ 1*1
FROM: Weber Architects & Plqnners I '. -
S~BJECT: . ~t~~4i,.f{.
WETRANSMITTH OLLOWIN~ .~.
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l~W~~~~' 2-hr?~
~..' ..-.. . .~~.ut:~.vL.h..a ~.~.~..-h>
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~JJI\tb'.1#. f)J lit ~ ~ .~J
INSTRUCTIONS: ~ I -- - ,- ."F . ~. .... 6\J I
~LUL _.,'W._"_
Nell Weber, AlA
Weber Architects & Planners
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J:NER~Y EFFICIENCY CO~QING CONSY1!lL~YION
F'toaida DePartm~!l1t o.fC1fi1mmuilIity .A1failrs
I
E.err;yGaugefbCom vl.11 FORM 4OOB-1OOl I
Conn>>cne:nt r-erformueC' Mdllod tor Comllne~i.llllhdldinl!!S
JUrUditCti~~ CME CANAVERAL, COUNTY.Ft 0511(0)
Co1Jtltry Inn &. Stures
~: Enter Owner's mmle here
Add~$=
9000 ASTRONl'..UT alV'!)
(~ty; C<lPc
Slate: Florit4 PermitN"o;; 0
.7Jl>: 0 Storey.s~ 4
1'ype. Hi:.Itdfl\,.fotd G~: 116564
C1~: New !;i~il;h",d building NdA.td: II 6564
Max Tonl'age;: 14 (if different, Wl.'.ite in) l!llllllllllM.___
_j:l~~ r- ~
Co~plbuu:e Summary
Compolloot I .Dn~D Criteria Ba.uJ,t
i
~ 1"'[11I-'''- .:....:f'i&-A .",... ifill'"
ENVELOPE 1.,228.,,53 1,747.69 :PASSES
Other Envelope Rcquircm..-:nts - B I ]I' ASSES
UGH11NGPOU'ER 66,745.00 128~882A-8 PASSES
fJGHTINO CONTROLS Not Recsuc:jIk:d
EXTERNAL LIGHTING P AS..~ES
HV AC SYSTEM PASSES
PtAi.'\1T Not ReoQe!ited
WATER. REA TIN'G SYSTEMS PASSES
PIPING SYSTEMS P ASSF...s
Met all feql..i.ired compliance from Check~ist? YC3INoINA
lMPOR1:1.NT NO.7E: An input l'i!pOHPrtnt",Out from Energy-Gtluge FltzCom of
tl,1s design buildihg must be s~miJted. along with this Compliance Report.
,"""
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10:29f1(';u4 Enel"fYC.Q~ FbCj)~ FLces>> vl.12 j
__!.~::".:_~(!'!LJ'1\l .t!J..L1. IJ.... fAX GZJ OO;}
~QW14"NCE CE.RTIF1CATION-.:
j h(.reby cel1rtv that the pl$rYi: and IIOOvlew l)f ttle pial'lS and 'p(lJ;ifi>.;aool1~ CQ'lI.ered by th~
~~tio(l$ covered by this calculation :ire caklJiatlon Indk-.atell compllo'$l'lce with i;h~ Fk:lrlda Ene,-gy
ili"l t;ompli;;rteE< wlff't til<':l Flol1118 Energy Code. Beforu OOMtructlon Is completed. th;~ building \Ill!!! be
~4' Inspected, fQIr oompt~nce ini'lccorrlallce wfth &gctkm
553.008, F_S.
. ~IIP'~
PRfl" ARED BY: . .Ridind A. L!~~!,lJ 3tJ1U)lN~ OltnOA-L:
---
DA~Ef=-'-z#t=4~~r--~-~~i= ----'--'-1)XTE.:
1II':ii..~ y - r..:<-_
, nBl"eby certify f.hat thi$ bulldll19 Is in oomplla~
will1 the Flori;;Ja Energy effiG:l&i"Iq' 0J00; !
'E T.
1M TE~ ,
- -
~ ~ -.. -
jt required by Florida law. I MMb)' ~fy ('~) ~at fl'l@ ~$t$fn d~n is iT'! REGlSntA TIC)N
cDmpli;al'lre wflh the Floridi3 Enlli:l':gy Cod~. '
C rill\.
ARCHrn:C:T ; !NF-ll. WR-BER. . ARalH 7~12
ELtC'OOCAL SYSTII:M nESrGm:~ !JUehnrd A.. ii~1 P!OI.f061S5.3
J,IGHTrNG SYSTEM DESfGN1:fu iiticla~nJ A. Unds:U n.006U53
M:f.C'fiA.."'lIC_-U SYS'J'Ji:1\-1 Dl:8IGN.E:Rl !Rid13m 4. Untie&! .~~ S3
PUT1\18iNG S\'S-rnM DimGNER; !RidJ!rdA. L!~de}J ~ .-II:. "_U~ ~ ~;':O~06155:J .
{'} SignatlJre Is requrred wI1ere FloridlIlaw r.e-atli~$ design ll::l be performed by l'lSIglstl'lR'!d design prDfes.~b:.
Typoo namElS and rogl:stratJon i'l~f!l may be ,used wfler.e:all ~val1t infOfmiltloF'i is eont:!lil'leO on sigi'ledl~;,ood
pial'l$.
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JUfJ 0 1 2004
CITY OF CAPE CANAVERAL
Plan Review Report
Code Section Building Code Check List Items
FBC Ch.1 Ne=O Is the building permit application completely and correctly filled out and notarized?
Policy :Jo "I Are all subcontractor authorizations provided?
FBC Ch.1 ro, Does the contractor have current Worker's Compo coverage?
FBC Ch.1 J""I Are the contractor's and subcontractor's licenses current?
Statute - Is the Own sF/Builder affidavit signed and notarized? (If not a contractor)
Policy -1:" L1le At-I-<Isl< acknowledgement form signed & notarized? (For LC, FO & UU permits only)
Ordinance LB6es this project have Community Appearance Board Approval? (If visible from RO
Ordinance '-6Oes this project have Site Plan approval from the P&Z Board? (Over 3 Res. Units)
Ordinance ~ a plot plan provided showing setbacks and drainage?
PW policy vBOes the plot plan show location of existing sewer? If not, contact PW.
Ordinance Does the building footprint match the approved site/plot plan?
Ordinance Does the footprint meet the setbacks of the zoning district?
Ordinance Does the plot plan show approriate drivewaylwalks?
Policy L.-9Oes the plot plan show where the sewer is to tie in? If no sewer available call PW.
Ordinance ~ Does this project have Fire Department Approval for Building Plan review?
Ordinance fl.-1tEO Does this project have Fire Department Approval for Fire Alarm Plan review?
Ordinance f0a=.O Does this project have Fire Department Approval for Fire Sprinkler Plan review? ,~
Policy ~ Is there a threshold inspector's methodology plan? (If over 3 floors) SUq,~"
FBG Gh. 1 ~e the plans sealed by a registered Florida engineer? (All structural work)
Policy vffi3ve the Structural Computations been provided? (If over 3 floors)
POlicy Is there a complete set of sealed shoring and fe-shoring plans? (If over 3 floors). .
Policy L.lSthere a soils investigation report? Does it show need for any treatment? tt"'~ "':p/lEs
DEP ~a DEP permit required? (one acre or more)
SJRWMD NlX1') Is a SJRWMD permit required?
FL D.O.TJOrdinanceNfl;;.-i) Is a FL Dept. of Transportation permit required? (on A1A)
Brev. County/Ordinance Is a Brevard County Roadway permit required? (on N. Atlantic Ave.)
Ordinance 1J~~Does this project have approved Concurrency?
Ordinanc-e VQ't..~Tree survey required for any landelearing.
FBC Ch. 13 IV V_":~Are the energy forms provided for each type of unit?
Policy --J.s.-.tftisit resull of Code EIIforcelllelIt At;lion? Check wi CouuE-ftfurecmcnt Officer fJD
FBC 104.2 ~awings and Specifications. Clear, sufficient detail, design professional, attest to 1
FBC 104.2.4 ....site Drawings must show the location of each proposed and existing structure.
FBC 301.2 4assify the Occupancy. Occupancy Classification is Group: n -I-tofe:} 'AJ:7
b
FBC 308 ~s this occupancy propose to store hazardous materials? NO
FBC 401.2. -ts this a special occupancy? See additionpl design criteria and supplemental checkl NO
FBC T.500 and Zoning Building Height and Area. A- ..t21~ ()~~ j.kW+Sst))<,.i~ , .,
FBC 601 Classify the Type of Construction and ve y on the permit applicatio~;. Type:_~ .~i'-u~
FBC 609 Are the Partitions constructed properly for the type of constructiOn?~E'V"#:7 tt* ~ a! P
FBG T600 Number of hours of required fire resistance and opening protection required. f5> kt ~.
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G:/Bldg. DeptFOrM1s/~anReviewChecklistxls "4
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FBC 701 T6~0 ;k: "'Fire Resistance - Tests (FM, GA, SBCCI PST & ESI, UL) f\p~ ~};.::pl"er ~
FBC 704.1 !::.'ro('~ S. ~eperation Requirements by Occupancy. Required seperation is: hrs. It;8yd-ItJ
FBC 704.1..2 Seperation Exceptions for Accessory Occupancies. , h., /2}, (" et'-:.
FBC 704.2.1 IJnterior Wall and Partition Wall Fire Seperation Requirements 1
FBC 704.3 .1f"f:flant $epf:fc:ltiQI1 :-.. min. J tLour.
... c ....." ..~B{;. 705;"1..,...... .... .' .... .....lQpeillggp.mtf:.c:tiPnEQcl:;:xteri.QCvva.lIs.(DoesnotapplytoSFf('s;.(iondQsandJ"ownl
_.._.~. FB~.:70~.1.~.. .... ...... ..... .....~Mini.mum Fire. Re~istan~~ of W~~~~~~~tions:::=:::::=:==..;=p:t'I2~l~~~:~t=t~....:
~BC7~:2.2~7~=.1.==~..I}m=~NS~S2.%1.lg~.'J?~~~~,=~~I!.~......u"'r;t.:#tt=ac
..FBC70_S.2 2 t Flevator Shaff=Eoolosttres' . .. .. .m....{JF/Ji. ...~....... . .ef).LS,.. .. .lie. ....... ........... ...
~ FBC 705.2.3 'Shaft Enclosures Construction ," m. - :r;. J - cl<>s... re f
FBC 705.2.4.2 I Refuse and Laundry Chute Enclosures ! 0\. ; ~ f,. c..-ke.JIA.) e .
FBC 705.2.4.3~efuse and Laundry Chute Access Rooms (not allowed in exit access corridors)
FBC 705.2.4.4 iermination Room - for Refuse and Laundry Chutes . ,', ..
FBC 705.4 retection of Penetrations Ci1 c. '(J '.
FBC 708 HERMAL INSULATING MATERIALS p' de:1-,^, ' .Ie ',J,~
FBC 803 lcNTERIOR FINISH REQUIREMENTS '('oJ Ide )~. ~ j ~
FBC 903.2 jSPRINKLER STANDARD NFPA 13 .?<1fP~'r ;.. 4:,Qf,cLrpOv~Cf..
FBC 904.2 STANDPIPES WHERE REQUIRED ei1.f "'-1(" ~
FBC 905 IFIRE ALARMS .,
FBC 905.2 ..cROUP R - AUTOMATIC SMOKE (FIRE) DETECTION i3<pk,^ ~-te;t~~~M?iOt)....."
FBC 1001 hENERAL EGRESS REQUIREMENTS '~J.. ",~..; 1a~C'-/ "''''-'.
FBC 1003.2.3 ...cLEAR OPENING AT DOORS MEASURED @ 90 DEG . .~
FBC 1003.2.5 I8EADROOM 7'6" WITH PROJECTIONS 6'8" AFF r. VV\. 2. J t pt tif.$
FBC 1 003.3.1~T CAPACITY> OCCUPANT CONTENT
FBC 1004.1.1 ~VEL DISTANCE ((t(ft.J- 32S/:J(j,ol . (4. ~ i
FBC1004.1.3 ~FTCOMMONPATHOFTRAVEL-OCCUPEXEC prov.Je.], . '1-rP~
FBC n004 ~AIR WIDTH Dl-to~; i'rc;t1Je[ <Lr.s~c~
FBC T1004 ORRIDOR WIDTH ciisd.c...M .
FBC 1004.1.4 ~){JTS SEP 1/2 OF THE DIAG OR 1/3 WITH 13 SPR SYS tv ..Je.
FBC 1004.2 ~tNIMUM NUMBER OF EXITS ~d.fy ct?c-~e
FBC 1006.1 J\lCLOSED STAIRS . f}--urf~5 \...
FBC 1007.1.1 AIAIR NONCOMBUSTIBLE/COMBUSTIBLE
FBC 1007.1.2 ,!SOLID RISERS
FBC 1007.3.3 ;tREAD AND RISER TOLERANCE
FBC 1007.4 ~NDINGS
FBC 1007.5 ~ANDRAILS
FBC 1007.7 ~EADROOM CLEARANCE FOR STAIRS ---
FBC 1 008 ~CESS TO ROOF
FBC 1010.1 IT DISCHARGE - GENERAL
FBC 1012 IT DOOR, WIDTH & DIRECTION & SURFACE . .
FBC 1012.1.3 j;EVEL FLOOR ON BOTH SIDES OF DOORS jlM'~;6:.:t.
FBC 1014 . ZALCONIES, PORCHES, AND GALLERIES ~~ A. ~~fe,?
FBC 1 015 ~RDRAILS f2."~? prol$l u ~f€-'c.~
FBC 1016 ~ESS ILLUMINATION & SIGNS .
FBC 11-4.1.2 ~~ ~ESSIBLE SITE AND EXTERIOR FACILITIES: NEW
FBC 11-4.1.2#5 . ARKING SPACES NUMBER AND VAN ACCESSIBLE
FBC 11-4.1.3 ~CESSiBLE BUILDINGS: NEW CONSTRUCTION <
FBC 11-4.1.3#5 "EVATORS REQUIRED
FBC 11-4.3 ~CESSIBLE ROUTE
FBC 11-4.5 ~OUND AND FLOOR SURFACES
FBC 11-4.10 . LEVATORS
G:/Bldg.Dept.F ormsJPlanReviewCheckJist.xls
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FBC 11-4.13 ~ORS ...11 MA ~~~Il j,~ por f&. d.. f"""
FBC 11-4.16 A TER CLOSETS ./ ..,..
FBC 11-4.19 VA TORIES AND MIRRORS
THROOMS, SA THING AND SHOWER ROOMS
FBC 11-4.23
FBC 11..4.26 ND
FBC 11-4.6 !-==::~==
FBC 1203 HT AND VENTILATION
FBCl204 . u__u,:!IiIITA~-------- 'cc~:c:c~~ ------
FgG.~1~3... .. 9E~eMP8ANGE'1\N&PERMrrTtN&-.~e'{.~L~~l~~~..~~~~.~~~~~~~~~~.~.~=~=~=.~....~~~=
FBC 1403 ~EERED WALLS II fJ-('-()--u-Tik.- ri--1lf6 .~ 6J;.J~~
FBC 1404 ~CHITECTURAL TRIM, BALCONIES, BAY WINDOWS #pl'OlI1de Ottt~ ~-Po<
FBC 1405 (REMAN'S ACCESS PANELS ~c.t-.it€-ct~ C\."".
;SOFTOP MECHANICAL UNIT SUPPORT STANDS - 0'" eM ~
FBC 1503 EA THER PROTECTION
FBC 1504 PERFORMANCE REQUIREMENTS
FBC 1505 i'RE CLASSIFICATION.. @-rtrc ~t: ~(1&tlcl w-w FS(...~-r2f-.)OO:<
FBC 1601 STRUCTURAL SCOPE e(),N Di\ (Q1IQr S . .
FBC 1601.4 ~SIGN LOADS INDICATED ON PLANS · ~'.l..~ ~"'~ CO<lel>O)
FBC 1603 o LOADS .. EkP .eA"" 1./16""'10<(. C .
FBC 1604.1 T.1604.1 NIFORM FLOOR LIVE LOADS (T.1604.1) ..+er-.tt~ ~ ..
FBC 1604.6 OF LIVE LOADS .!l\t.-~ 5~(.~ \J"erIPy ~etl ~.. ~
FBC 1606.1 IND IN ANY DIRECTION 5~~be.
FBC 1606.1.1 IND LOADS PER ASCE 7- 98 OR EXCEPTIONS ;U?O I r'Ii!:L-
FBC 1606.1.4 OPENING PROTECTED FROM WINDBORNE DEBRIS ~ jI\~ -10 'lrd!€<IIt~ ~ 7-<1~
FBC 1606.2 tlLDlNGS 60 FT HIGH OR LESS ~r~ f>N'Io Cor ,..",,+4.'
FBC 1606.2.2 IND PRESSURES Iy"ll~r~
FBC T.1606 YSE FACTOR r€- el'tv'J
FBC 1606.2.4 ~IN WIND FORCE RESISTIVE SYSTEM "'~f)ld-e.~,e~~ ~e..;v<ll.\.
FBC 1606.2.5 COMPONENTS AND CLADDINGS 1rl4.~"--e.t ~'" 17f.4Of;.2..
FBC 1606.3 ~OF SYSTEMS - h
FBC 1608.2 ILlNGS. ~ ~ ;2tH inf~nJed -ro h<€~~.J toe
FBC 1609 /.,DAD COMBINATIONS rooM. ?
FBC 3107 /HABITABLE STR SEAWARD OF COASTAL CONST LINE
FBC 1804.2 hOILS INVESTIGATION
FBC 1804.2.2 ~OIL REPORT AND RECOMMENDATION
FBC 1804.2.3 ;.gA TURAL SOLID GROUND OR PILES
FBC 1805 ILES
FBC 1805.10 ,R,LE CAPS
FBC 1805.12 ~SPECTOR SPECiFiED
FBC 1805.6 STABILITY
FBC 1805.8 1iACING j
FBC 1806 ~LLOWABLE PILE LOADS
FBC 1806.7 1PLlFT CAPACITY
FBC 1806.8 EARING CAPACITY
FBC 1 809 .....tAST IN PLACE CONCRETE PILES
FBC 1901 /CONCRETE DESIGN ST At'JDARDS
/'
FBC i 903 / pONCRETE MATERIALS
FBC 1904.5 ~ORROSION PROTECTION FOR REINFORCED CONCRETE
FBC 2101.2 ~ASONRY CONSTRUCTION DOCUMENTS
FBC 2103 ,rMASONRY DESIGN STANDARDS
FBC 2104 .A MASONRY MATERIALS
G :/Bldg. Dept. Forms/PlanReviewCheckfist.xls
FBC 2203.1 <%{EEL DESIGN STANDARDS
FBC 2405 GLAZING -- IMPACT, WIND, AND OTHER LOADS
FBC 2603.6 ~AM PLASTIC IN THE EXT WALLS OF MULTI STORY BLDGS
~:g ;gg; ;~03.6 =:1'JR~~~~~=; 7 IbL{~.1L~
~ ~;;-FBCio26;3-;~oeRS .
~t!1>ABKiNfiGliWiG~
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Mechanical '+t '. ecf-('i c. -l'lO lIt( \-.. e .
FMC 301.4 I}ISTED & LABELED 1Jtc-i. I~. ~GS' PIli'll! sho(,J f.A>J.e-eda~f5,t""4J
p ('-0 v 1 d~ W/,,\oe.':l ../
FMC 301.10 ~EL TYPES " pee-lIt Jrryer cl,v..d ~2-e.5>" ~ er Specs.
FMC 301.13 ~ND RESISTANCE ? 'f. . ^'" "I . .
FMC 306.1 CESS AND SERVICE SPACE re)iA {., (0 ~c e. ~~ ic7cl'~4)'~S[~C-'-.) -
NEC 210-63 ~C SERVICE RECEPTACLES Pfouh::e. J,.e..+-o...;} PIA -f-o.s-e~w:;/l:TiAs to
NEC 210-70 .~AC SERVICE LIGHTING ~V..~ .tc "'....Io~ -h:> J.e~ JJAII\d.~j
FMC 307.2.1 NDENSATE DISPOSAL '/e~+y nJ- 41+1.6 reuse. "'If 6'" + ... _...
FMC 307.2.3 AUXILIARY AND SECONDARY DRAIN SYSTEMS ~edt: hetjk cY-4~+a;h. Ift-,-
FMC 401.5 ,-6PENING LOCATION .or~(!e. dM.-CV-1O."U64 rskyerspe.c.sfr>-r c< /I Jf'frvrsCC."lc.f.B>df&.+-I....t.....u!J
FMC 403.3 4ENTILATION RATE I <' .;; '. .
FMC 501.2 ~EPENDENT SYSTEM REQUIRED ./tIUi;; tV i I (~~ ~
FMC 501.3 ~TDOOR DISCHARGE ~~f€-IF'I",-;- ~w,
FMC 504.1 OTHES DRYER EXHAUST
FMC 504.6 AXIMUM LENGTH
FMC 603.4 ~NMETALLlC DUCTS
FMC 603.5 ~EXIBLE AIR DUCTS AND CONNECTORS
FMC 604.1 INSULATION / ,
c\ ~Iumbing . eX ~f.J)\)f;.ior~tfo/.Ji)
FPC 303 N'f./ll ~UMBING MATERIALS - P (1) II} . _ ~ . .
FPC 312 i . :!,-:STS AND INSPECTIONS '^ <"'-' ....e:fn0,
FPC 403.2 "'}:)EPARATE FACILITiES FOR MEN AND WOMEN prod.....ctspe~
FPC 403.6 ~BLlC FACILITIES
FPC 403.8 j\CILlTIES FOR POOLS
FPC 405 ~ .tST ALLA TION OF FIXTURES
FPC 409 ~HWASHING MACHINES (INDIRECT CONNECT~N REQ) +-
FPC 417.4 ~OWER COMPARTMENTS ..Ov"'lr 10vJ ~c."'Ff'U' IO~ ~.s
FPC 420.2 WATER CLOSETS ELONGATED PUBLIC pr"'~rt+-\v'<<lt c..,.~st. d~"
FPC 424.4 ~HOWER TEMPERATURE VALVES .. L~l-1-we;"J.+ ~. itr.t.ft!rf!cw.- pi"I>M
FPC 504.6 P & T VALVE OUTLET WASTE ~ ,'...~.:f-a(lA+,.~~ec.s.
FPC 504.7 ~ATER HEATER PAN REQUIRED .. ~h1' rdCP- ~IA,;fA "~"'ellI'. "Specs
FPC 603.1 MINIMUM DIAMETER WATER SERVICE fI. ide ~,.wtL( "
FPC 603.2 ~EPARA TION OF SERVICE & BUILDING SEWER ,. P !)-\) <I::> l'!8~w ,d-t~
FPC 605 MATERIALS, JOINTS AND CONNECTIONS "De~" 7 ()~ p, hS:3 f V\d: ~H6
FPC 607 40T WATER SUPPLY SYSTEM a. ~t-!P = dow ~ uP 10". D<~I)
FPC 610 \ / DIS!NFECT!ON OF POTABLE \NA TER SYSTEMS S:-. 0-..... ~~ ~-(. i *'\J.{CAT~ .
FPC 708 \ /CLEANOUTS SiU> do~ J~ foc<I\nJ. at- 300-t"_
FPC 710 ~RAINAGE SYSTEM SIZING '11.;~ 'PP''''''' +0 b. ~ .
FPC 712 / UMPS AND EJECTORS VJOIOt-Ti tI~ ()./- ~16C P'.2.1.S
FPC 901.2 ~ENTS TRAP SEAL PROTECTION REQUIRED w~lck ~tNrl~ 'I!'I<O I!-t~ f~
FPC 905 . . VENT CONNECTIONS it ,~ jl'"i!>-,ll eli f~tiC41 t#-,
lii' ~d..vfz-1-o 1'2";~1.IJ y;l....r -f'e' ~I .p",c~ ittj<!,~ r~ .s
G :/Bldg. Dept. F orms/PlanRevieWChecklist.xls
FPC 916 ~NT PIPE SIZING
FPC 1002 RAP SEAL PROTECTION
FPC 1101 ~ORM DRAINAGE GENERAL
FPC 1102 aRM DRAINAGE MATERIALS
-- ".~-,--"-
Oidilli:lrlGe -----Unaerground electrical seNice required for all new construction
SeNice panel load rating as per code. e( oS.
Panel bonded to neutral/ground. ,
l.... ff t7\?' e.r
Panel not allowed in bathrooms or closets. .~
Sub-panel requires equipment grounding conductor. 250-57 & 250-58 ~.&lec '2--.20.
384.2 Sub-panel requires separate neutral and grounding bar.
230-24b Proper grounding electrode.
230-28 Grounding conductor proper size. @~H\I}
230.7 230-24 Disconnect required outside of building.
300 Clearance required in front of panels. I ee.. et e eta Cell
220-40 Commercial buildings only: Breakers must be identified. f"-to()
410.8 250-72a & 384-3c Breaker exceeds limit on equipment. r 'a~ W rf:)ek~
210-52e & 410-57 Weather proof GFCI required at front & rear.
422-21 b Disconnect must be in sight of equipment/appliance.
FMC 309.2 Disconnect required within 6' of equipment.
370-72 Receptacle within 50' of mechanical equipment.
Wire sizing correct.
Light required at attic stairs.
Exposed wire below 8'.
Dryer wire 10-3 with ground.
Range wire 6-3 with ground.
Junction boxes accessible.
Smoke detectors in correct locations.
Smoke detectors interconnected.
Receptacle spacing per code. t:tlf ?
GFCI protection. ~~.de.-+S. G"""'-"te~J
Dedicated 20 amp bath circuit required.
Two small appliance circuits required in kitchen.
All kitchen counter top receptacles must be GFCI.
.Appliance circuit only""countertops, Pantry, Dining.
21 Q-52b Outdoor receptacles not allowed on kitchen GFCI circuit.
All outdoor receptacles must be GFCI protected.
Light fixtures required outside exit doors.
G :/Bldg. Dept. F orms/PlanReviewChecklist.xls
~m 44bll/fJeb '1iq ~) {U ol-P~ j.
: vtc-r Iy {Mfp bf~ 1//1!> Ylet
ARCHITECTURAL GROUP, INC. CODE REVIEW
3000 N. ATLANTIC AVE., SUITE 205 COMMENT RESPONSES
COCOA BEACH, FL 32931
(321) 784-1976 FAX (321) 799-1976
------------ ---To:------Mr;-:'f'-oddMorley;-BuildingOfficial- ---6ate:------------ApTitLf;-2{}lJ<t---------- ---.------
P.O. Box 326 RE: Plan Review #MM03-147
Cape Canaveral, Fl 32920-0326
Owner/Client: Solana on the River, llC
Project: Solana on the River 1600 North Atlantic Ave.
Blab#:o/ Suite 201
Cocoa Beach, Fl 32931
~C?- ~ R~e6 (321) 784-8093
THE FOllOWING RESPONSES ARE ISSUED IN RESPONSE TO THE PLAN REVIEW COMMENTS
GENERATED BY SBCCI REVIEWER, MR. BARRY A. JOHNSON, SENIOR ENGINEER.
NO. CODE SECTION COMMENT/RESPONSE
1. FBC 104.2.4 Comment: Site drawings are not available for review at this time.
Items such as exterior wall openings, exterior wall rating, parking,...
are not able to be checked without these plans.
Response: See approved site plan for setbacks.
2. Comment: Documentation is required to indicate that the insulation
material has a flame spread index of 75 for concealed insulation
and a flame spread index of 25 for exposed insulation and a smoke
developed rating of 450 for both.
Response: See attached product data sheets.
3. FBC 903.2 Comment: The review of the sprinkler system for compliance with
NFPA 13 is not possible at this time. Shop drawings and hydraulic
calculations (if applicable) are not available to this office.
Response: Reviewed and approved by City of Cape Canaveral
Fire Department.
4. FBC 904.2 Comment: Documentation is required to show that the standpipe
system will meet the requirements of NFPA 14.
Response: Reviewed and approved by City of Cape Canaveral
Fire Department.
CODE REVIEW COMMENT RESPONSES - Solana on the River, .
1 of 4
'ilx1k"( ,
5. FBC 905 Comment: Documentation is required to indicate that a manual fire
alarm system in accordance with NFPA 72A shall be installed or as
an alternate, meet Exception #2 of Section 905.1.1.
Fire Department.
6. FBC 1012.1.3 Comment: Documentation is required to show that the floor on
each side of the exit doors is level.
Response: All floors on each side of exit doors will be level, and
constructed similar to buildings 1, 2, and 3 already under
construction.
7. FBC 11-4.1.2 #5 Comment: Documentation is required to indicate that the number
of accessible relative to the total number of parking spaces provided
satisfies FAC 4.1.2 #5.
Response: See approved site plan for locations and number of
parking spaces required and proposed.
8. FBC 11-9 Comment: Documentation is required to indicate that the units will
not meet the definition of "accessible transient lodging" in Section
3.5. In the absence of such documentation, the number of
accessible units must satisfy Chapter 9.
Response: Transient lodging does not apply to this project. See
information submitted with building permit application.
9. FBC 11-B Comment: In Section 11-B (Fair Housing Accessibility Guidelines),
in U-shaped kitchens, a 50-inch turning radius is required or
removable cabinets are required to allow knee space for a fOiward
approach. (Requirement 7, Guideline 1c)
Response: All islands are constructed with casters and are
movable by owners, therefore all clear floor spaces required by Fair
Housing Accessibility Guidelines are provided.
10. FBC 13-100 Comment: Documentation is required to show that the building
meets the Energy Requirements of Chapter 13 of the Florida
Building Code.
Response: See E.C.C.L. submitted with building permit
application.
11. FBC 1601 Comment: The structural plan review is limited to a review of the
plans and design calculations of the professional engineer to
CODE REVIEW COMMENT RESPONSES - Solana on the River,
20f4
ascertain that the minimum design loads in Chapter 16 have been
referenced by the engineer. A check of the complete structural
plans and the connection details is beyond the scope of this review.
Response: N/A
plans were not available to determine if the building
will be located seaward of the costal construction line.
13. FBC 1805.12 Comment: Documentation is required to indicate that a qualified
inspector approved by the Building Official will be present during
installation of piles.
Response: See information submitted with building permit
application.
14. FBC 1904.5 Comment: Concrete exposed to salt water or seawater spray is
required to have a minimum fc' of 5000 psi. Site plans were not
available to determine the location of the building to the ocean.
Response: See approved site plan for actual location.
15. FBC 2405 Comment: Documentation is required to show that the glazing is
designed for the components and cladding wind load of the building.
Response: This documentation was submitted with building permit
application. Refer to the building 4 structural plans, sheet S-8. As
shown, the building is designed as a partially enclosed structure with
internal pressure coefficient of:t 0.55.
16. FGC - 301 Comment: The 4" vent does not appear to be adequately sized for
the amount of BTU per hour rating for the gas water heaters (FGC-
502). Additionally, show where adequate air will be provided for
combustion and ventilation for the gas water heaters (FGC-304).
Response: The gas water heater is designed to operate with a 4"0
intake/combustion air and 4" discharge as required by the
manufacturer.
17. FMC - 604.1 Comment: Documentation is required to indicate that the air duct
insulation has a maximum flame spread of 25 and a maximum
smoke developed rating of 50 when tested in accordance with
ASTM E 84.
Response: The ductwork is specified on drawing sheet M2.1 to be
UL 181, Class 1 Material, which fully complies with the flame and
smoke developed ratings.
CODE REVIEW COMMENT RESPONSES - Solana on the River,
30f4
18. FPC - 409 Comment: The dishwashing machine must be indirectly
connected.
tailpiece or food waste grinder per FPC Section 409.3.1.
='~~=~~c~==~=.~~~c9r=~=~~~4~~."===~t~efltat~-TeEltrired~fflwtffat#fe=s~for..~'===~====
the elevator pit meets the requirements of Section 712 of the Florida
Plumbing Code.
Response: The sump in the pit does not need to comply with
Section 712 of the Florida Plumbing Code. Chapter 7 of the Florida
Plumbing Code deals with sanitary drainage systems. A 120 volt
outlet is provided by the sump for a portable pump if a problem
would occur (water or oil leak). The design is in compliance with
both the Florida Building Code and the Florida Elevator Code.
.~
End of Responses
IF YOU HA VE ANY QUESTIONS REGARDING THE RESPONSES TO YOUR REVIEW COMMENTS, PLEASE
CALL US AT (321) 784-1976.
CODE REVIEW COMMENT RESPONSES - Solana on the River,
40f4
Ice Plan Review Report
Plan Review Number:
Project:
Description: ..
Date: 1\ - --.-.
I
Building Code Check List Items
Coda Section Checklist Items Response
FBe 104.2 DRAWINGS AND SPECIFICATIONS OK
FBC 104.2.4 SITE DRAWINGS OK
FBC T.500 BUILDING HEIGHT AND AREA+C511 OK
FBG 503.3 GENERAL AREA MODIFICATION OK
FBC 601 BUILDING CONSTRUCTION CLASSIFICATION OK
FBC 609 PARTITION REQUIREMENTS OK
FBC T600 FIRE RESISTANCE RATINGS OK
FBG 701.2 T600 FIRE RESISTANCE. TESTS OK
FBC 704.2.1 GENERAL (FIRE RESISTIVE) OK
FBG 704.3 TENANT SEPARATION OK
FBC 705.1.1 OPENING PROTECTION FOR EXTERIOR WALLS OK
FBC T705.1.2 MINIMUM FIRE RESISTANCE OF WALLS & PARTITIONS OK
FBC 705.2.2 T705.1.2 SHAFT ENCLOSURES, STAIRS, & EXITS OK
FSC 705.2..2 ELEVATOR: SHAFT ENCLOSURES (1),
FBC 705.2 PROTEGTIONOF FLOOR OPENINGS '(2)
A3C 705.2.3 SHAFT ENCLOSURE CONSTRUCTION OK
FBC 705.2.4.2 REFUSE AND LAUNDRY CHUTE ENCLOSURES OK
FBC 705.2.4.3 REFUSEA,ND LAUNDRY CHUTE ACCESS ROOMS dK
FEC 705.2-4.4 TERMINATION ROOM - FOR REFUSE AND LAUNDRY CHUTES 'OK 'il
FBG 705-4 PROTECTION OF PENETRATIONS (3) ,..: I~ r
FBC 708 THERMAL INSULATING MATERIALS ..,,'i(4) ,
FBC 803 INTERIOR RNISH REQUIREMENTS OK
FBG 903.2 SPRINKLER STANDARD NFPA 13 (5)
I FBC 904.2 STANDPIPES WHERE REQUIRED (6)
FBe 905 FIRE ALARMS (7)
FBC 905.2 GROUP R . AUTOMATIC SMOKE (FIRE) DETECTION OK
FSC 1001 GENERA.L EGRESS REQUIREMENTS OK
FBC 1003.2.3 CLEAR OPENING AT DOORS MEASURED @ 90 DEG OK
FBC 1003.2.5 HEADROOM 7'6" WiTH PROJECTIONS 6'8" AFF. OK
FBC 1003.3.1 EX1T CAPACITY ;> OCCUPANT CONTENT OK
FBC 1 004.1,1 TRAVEL DISTANCE OK
FBC 1004.1.3 75 FT COMMON PATH OF TRAVEL - OCCUP EXCEP OK
FBC T1004 STAIR WIDTH OK
FBC T1004 CORRIDOR WIDTH OK
FBC 1004.1.4 EXITS SEP Vz OF THE DIAG OR 1/3 WITH 13 SPR SYS OK
FBC 1 OG4.2 MINIMUM NUMBER OF EXITS OK
F8C 1005.2 DEAD END CORRIDOR < 20FT / OK
FBC 1006.1 ENCLOSED STAIRS OK
FBC 1007.1.1 STAIR NONCOMBUSTIBLE/COMBUSTIBLE OK
~~,..... ,.( r\(,,\~ ~ t"I. COAl 1 ~ 1::'>1 C'ot=r.:JC- OK
rDv IUU/.I.':: 0VLIL.J rllQCrl0
FBG 1007.3.3 TREAD AND RISER TOLER..c..NCE OK
FBe 1007.4 LANDINGS OK
FBC 1007.5 HANDRAILS OK
FBC 1007,7 HEADROOM CLEARANCE FOR STAiRS OK
FBC 1008 ACCESS TO ROOF OK
J
I
Villages of Seaport - Village #7 Page 2 of 8
Northeast Building A
Cape Canaveral, Florida
Plan Review #MM03-059
May 30, 2003
Code Section Checklist Items , Response
OK
EXIT DOOR, WIDTH & DIRECTION & SURFACE
FBG 1015 GUARDRAILS OK
FBG 1016 EGRESS ILLUMINATION & SIGNS (8)
FBG 1 i~4_i.2 ACCESSIBLE SITE AND EXTERIOR FACILITIES: NEW OK
FBC 11-4.1.2#5 PARKING SPACES NUMBER AND VAN ACCESSIBLE (9)
FBC i 1-4.1.3 ACCESSIBLE BUilDINGS: NEW CONSTRUCTION OK
FBG 11-4.1.3#5 ELEVATORS RE-QUIRED - - OK
FBG 1 1 -4.3 ACCESSIBLE ROUTE OK
FBG 11-4.5 GROUND AND FLOOR SURFACES OK
FBC 11-4.10 ELEVATORS (10)
FBG 11-4.13 DOORS OK
FBC 11-4.:23 BATHROOMS, BATHING AND SHOWER ROOMS OK
FBC 11-4.26 HANDRAILS. GRAB BARS, TUB AND SHOWER SEATS OK
FBG 11-4.6 PARKING AND PASSENGER LOADING ZONES OK
FBC11-4.7 CURB RAMPS (11)
FBC1203. UGHT AND VENTILATION OK
FEe 13-100 ENERGY CONSERVATION (12)
FBC 1403 VENEERED WALLS OK
FBG 1404 ARCHITECTURAL TRIM, BALCONIES. BAY WINDOWS OK
FBe 1503 WEATHER PROTECTION OK
FBe 1504 PERFORMANCE REQUIREMENTS (13)
FBC 1505 F1RE CLASSIFICATION OK -:; ""I'
"
FBC 1601 STRUCTURAL SCOPE ,.,,(14)
FSC 1601 .4 DESIGN LOADS INOICATED ON PLANS . OK'
FBC 1603 DEAD LOADS OK
FBC 1604.1 T,1604.1 UNIFORM FLOOR LIVE LOADS (T1604,1) OK
FSC 1604.6 ROOF LIVE LOADS OK
F8G 1604,7 iMPACT LOADS (15)
FBG 1606,1 WIND IN ANYDIRECTION. (16)
FBC 1606.1.1 WIND LOADS PER ASeE 7 - 98 OR EXCEPTIONS OK
FBG 1606.1.4 OPENING PROTECTED FROM WINDBORNE DEBRIS (17)
FBG 1606.3 ROOF SYSTEMS OK
FBG 1608.2 RAIUNGS OK
FBC 1609 LOAD COMBINATIONS (18)
FBC 3107.3 ONE HUNDRED YEAR STORM ELEVATION (19)
FBC 1804.1 FOOTING MATERIALS AND DEPTH OK
FBC 1804.2 SOilS INVESTIGATION OK
FBC 1804,2_2 SOIL REPORT AND RECOMMENDATION OK
FBC 1804.2.3 NATURAL SOLID GROUND OR PILES ./ OK
FBC 1804.4 FOOTING DESIGN TO EQUALIZE DEAD LOAD SOIL PRESSURE OK
FSC 1804,5 CONCRETE FOOTlNGS Fe >2500 OK
FBC 1901 CONCRETE OESiGN STANDARDS OK
FBC 1903 CONCRETE MATERIALS OK
FBC 1904.5 CORROSION PROTE:CTION FOR REINFORCED CONCRETE OK
FBG 1909 CONCRETE SL.A.B ON GRADE OK
FBG 2101.2 MASONRY CONSTRUCTION DOCUMENTS OK
1
Villages of Seaport ~ Village #7 Page 3 of 8
Northeast Building A
Cape Canaveral, Florida-
Plan Review #MM03-059
Code Section Checklist Items Response
FBC 2204 STEEL DESIGN STANDARDS (COLD FORMED) OK
FBC 2405 GLAZING - IMPACT, WIND, AND OTHER LOADS (20)
FBC 3003 3003.6 ELEVATOR REQUIREMENTS OK
FBC 1026.3 DOORS OK
FBC 1026.4 LOCKS (21)
FBC'1026.1 . COMMON PATH OF TRAVEL OK
FBC 411.2 AUTOMOBILE PARKING GARAGES OK
FBC 411 .3 REQUIREMENTS FOR OPEN PARKING GARAGES OK
FBC T.411 ,3.1 HEIGHT AND AREA OPEN PARKING GARAGES OK
FMC 301.4 LlSTED & LABELED OK
FMC 301.13 WINO RESISTANCE (22)
FMC 306.1 ACCESS AND SERVICE SPACE OK
NEC-210-63 HVAC SERVICE RECEPTACLES OK
NEC-21 0-70 \
HVAC SERVICE LIGHTING OK
FMC- 307.2 EVAPORATORS ANO COOliNG COILS OK
FMC- 307.2.1 CONDENSATE -DISPOSAL OK...
. FMC- 307.2_3 AUXlLlARY AND SECONDARY DRAIN SYSTEMS OK
FMC-40i.5 OPENINGLQCATION OK
FMC- 403.3 VENTILATION RATE OK
FMCr501.2 INDEPENDENT SYSTEM REQUIRED OK
FM~ 504,1 CLOTHES DRYER EXHAUST OK ";i
<' j-i .'
FMC- 504.6 MAXIMUM L(;NGTH OK
FMC- 603.4 NONMETALLIC DUCTS OK i
FMC~ 603.5 FLEXIBLE AIR DUCTS AND CONNECTORS (23)
FMC- 604.1 INSULATION (24)
FM~1103.1 REFRIGERATION SYSTEM CLASSIFICATION OK
FPe.. 303 PLUMBING MATERIALS (25)
FPC- 312 TESTS AND INSPECTIONS (26)
FPC- 403.1 MINIMUM NUMBER OF FIXTURES OK
FPC- 405 INST ALLA TION OF FIXTURES OK
FPC~ 409 DISHWASHING MACHINES (Indirect Connection Req) (27)
FPC- 417.4 SHOWER COMPARTMENTS OK
FPC- 424.4 SHOWER TEMPERATURE VALVES (28)
FPC- 504.6 P & T VALVE OUTLET WASTE OK
FPC- 504.7 WATER HEATER PAN REQUIRED OK
FPC~ 603.1 MINIMUM DIAMETER WATER SERVICE OK'
FPC- 603.2 SEPARATIONOF SERVICE & BUILDING SEWER OK
FPC- 604 DESIGN OF BUILDING WATER DISTRIBUTION OK
FPC- 605 MATERIALS, JOINTS AND CONNECTIONS OK
FPC- 606-5 WATER PRESSURE BOOSTER SYSTEMS. OK
FPC- 607 HOr WATER SUPPLY SYSTEM OK
FPC- 60S PROTECTION OF POTABLE WATER SUPPLY OK
FPC- 610 DISINFECT ION OF POTABLE WATER SYSTEMS OK
FPC- 708 CLEANOUTS (2.9)
FPe- 710 DRAINAGE SYSTEM SIZING OK
FPC.905 VENT CONNECTIONS OK
FPe. 916 VENT PIPE SIZING OK
I
I
Villages of Seaport - Village #7 Page 4 of 8
Northeast Building A
Cape Canaveral, Florida
Plan Review #MM03-059
May 30, 2003
FPC-1002 TRAP SEAL PRo..T!2:CTION OK
FPC-1101 STORM DRAINAGE GENERAL OK
FPC.i 102 STORM DRAINAGE MATERIALS OK
FPC-1107 EMERGENCY ROOF DRAINS
FPC.11 1 1 SUMPS OK
Plan Review Comments to Follow
"" -'''f'"
~. !,I
./
.
........
~ Setting the Slmulard for 8.i14ing Safety" III
.. .. Birmingham Regional Otlict
900 Montclair Road.. Binnillghwn. AL 352 !3-1206 U.s,A.
INTERNATIONAL T~I: +1 (205) 591.1853 . rll.X: +1 (205) sn-7001
CODE COUNCID' www.iccJ>ilfc.org
l'RiSIOC-NT
PAUL .. U'IUS. /J..!l,1I.
DOd l:1'potn,o.,
June 6. 2003
SECRETARrrmUSUIlEH Mr, Todd Morfey
NICK D'AMlfIEA, JII. C.B.V. Building Official
M""gar. C~rciof City of C.ape Canaveral
tleleJcpm!f1t Serwces
TatrlpB, florio's 105 Polk Avenue
WAln IlAll~V, !:.!l.Il. Cape Canaveral, FL 32920
Oirrn:tcr, ~Trdtlptn~l
and C~nnru~lio~ Dear Mr. Morley:
fi. SJJJifl;. AIiJ/1'db:."
EDWIN M. BElllfL, I:.F.I. This office has received and reviewed the plans and specifications provided for the
Fwe Marshal
M~I"'i" fire ~J'IIt~trlo" lIiruict Cape Club Condominium - Plan Review #MM03-060 for compiiance with the 2001
St. LgtJiJ'. MiI.Dun Florida Building Code. We are not responsible for the accuracy of the documents,
'TEaAEIiCE L cow, 0.8.0. calculations, drawings, tests. nor evaluations prepared by the designers of record fur
DjT1!Clor. Dept of GudsD Adrnilistl"ilnon the t'~erenced project
t'/;w/vill1/D.1firt:;pII Cr>>llIrr, T'.'Il11I1.....-.r.
WILLIAM L D~CK, JR., 1:.1\0. This examination is not to be constmed as a check of every item in the plans and
Cbio!, In.Ipactiullll snd Cods submitted documents and does not prevent the building official from hereafter
EnfarCERIlnl DiviSion
CulUIII""', fhm,yir requiring correctfons of errors in plans or construction.
WIWAM D. DUPLER The fol/owing report indicates code $ections from the Florida Building Code and our
SuitlJnq Otfloili
CI1SSlBrtlull!. VirfJilrie comments on compliance, and comments on code sections for which compliance;
GEilAlB D. DEIlIlIlE. C.R.D. could not be determined due to insufficient detail and information on the submitted
ChI,t Eiuildlng Off.,i,1 documents. It i$ recommended thal this report be reviewed and compliance be
Sadder. CoIorodo obtained prior to issuance of a building permit.
HEI'lRY L GREEN
EJr.-eufhte DiN:ct_r Please be advised that in addition to the accessibility requirements of the applicable
O,portll1llnl .f CaJ'Sllltlit
Il.lnd:Jnry Sorvlcl'l codes, there are federal taws which further govem building accessibility for the
LMmg, MkI1IU.b' physically disabled,
On01'HV M, NAllI'll$
Assistant EBCnmvy of St,ta This 'office will review revised plans. specifications and calculations a$ a
AIIMI/Y, N~w York complimentary service, providing these documents are accompanied by an
FRED IlERMAl/
Chid Sul~., D(fJ:~1 explanation of the actJon taken for each comment on our r€lviS'v'''. Thes$ explanations
P';/o Alto, C~fomia shall be in the numerical order of the comments and should Changes be. made in
F!IAHfC Po lIllll'-E, JlI., C.B.ll. CI!I\P plans, specifications or calculations, the ~xplanation shaH indicate the specific location
Dr."""".f 8uildinl'l'd Of the Chan~s on tl1es~ documents. However, substantial revisions or new designs
fire C<:td!!!; wi!l necessi te additional fees.
liilrllfi flead MilJd, Son; CaroiiDB
GREll JOlllISllN Ptt"8
eclldlog IllJl!lOoUI'
SsitJ1 fld. /lIif1lJ8SOtiJ
H, 11. 'OUDU. ROBERTS. au. ':J .~
&\iJldil>~ Officio! t:rv A. Ohn$Oil-~~ -
PhiIP;r City. Ak/;;/m
JAlIlfS r RYAN, C.B.O
COdes Adnlintannllr Senior Eflglneer/~rvice5
{J_JdI/If PIr;' Kr,..u
STIiViN I. SBAPIRO. c.I.a. BAJ/ts
Dilsomr at GndSl Carrousnw
H"'mptmT~ Vi'f(flJJ cc: Mr. Oa'lvid Jackson
JJI.! n.!lW~Ll
I'.r.ecuti,. Deputy emer
I,," Dtp."m.'"
IDrt {lfnrlir~ Tru.7f Enclosure
.tliEF [)(E,UTlvr OfflaE~
llOB c, HElII~H
/1eadqW!rte..: 5203 LecRburg Pike. Suite 600 . Falls Church, VA 2;204.i .34O;i P.S.Ao
Tel: 1'1 (703) 931-4533 . fax; ..1 (703) 379-1546
Ice Plan Review Report
Plan Review Number: MM03-060
Project Cape Club Condominium
Dascription: Five-story Group R2, Type IV-unp Sprinklered Construction
Jurisdiction: Cape Canaveral, Florida
Building Code Check List Item.s
AND SPECIFICATIONS OK
FBC 104.2.4 SITE DRAWINGS OK
FBC T_5oo BUILDING HEIGHT AND AREA+C511 OK
F8e 601 BUILDING CONSTRUCTION CLASSIFICATION OK
FaG 609 PARTITION REQUIREMENTS OK
FBG T600 FIRE RESISTANCE RATINGS OK
Fae 701.2 T600 FIRE RESISTANCE. TESTS OK
FBC 704.1 OCCUPANCY SEPARATJON REQUIREMENTS OK
FBG 704.12 SEPARATION EXCEPTIONS FOR ACCESSORY OCC OK
FBC 704.2.1 GENERAL (FIRE RES1STIVE) OK
FBe 704.3 TENANT SEPARATION OK
FBC 705.1.1 OPENING PROTECTION FOR EXTERIOR WALLS OK
FBC T705.1.2 MINIMUM FIRE RESISTANCE OF WALLS & PARTITIONS OK
FBG- 705.2.2 T705.1.2 SHAFT ENCLOSURES, STAIRS, &. EXITS OK
FBC. 705.2_2 ELEVATOR SHAFT ENCLOSURES OK
FBC 705.2.3 SHAFT ENCLOSURE CONSTRUCTION OK
FBC 705.2.4.2 REFUSE AND LAUNDRY CHUTE ENCLOSURES OK
FBC- 705,2.4.3 REFUSE AND LAUNDRY CHUTE ACCESS ROOMS OK
FBC 705.2.4.4 TERMINATION ROOM - FOR REFUSE AND LAUNDRY CHUTES OK
FSC 705-4 PROTECTION OF PENETRATIONS Ol{
FBC 708 THERMAL INSULATING MATERIALS (1)
FBG 803 INTERIOR FINISH REQUIREMENTS OK
FBC 903.2 SPR!NKLER STANDARD NFPA 13 (2)
FBG 904,2 STANDPIPES WHERE REQUIRED (3)
FBC 905 FIRE ALARMS OK
FBe 905.2 GROUP R ~ AUTOMATIC SMOKE (FIRE) DETECTION Of<
Fae 1001 GENERAL EGRESS REQUIREMENTS OK
FBG 1003.2.3 CLEAR OPENING AT DOORS MEASURED@90DEG OK
FBe 1003.2.5 HEADR.OOM 'n')H WITH PROJECTIONS 6'8" AFF OK
FBG .1003.3.1 EXIT CAPACITY ;,. OCCUPANT CONTENT OK
FBe 1004.1_1 TRAVEL DISTANCE OK
FBG 1004.1.3 75 F'T COMMON PATH OF TRAVEL. OCCUP EXEC OK
FBG T1 004 STAIR WIDTH OK
FBC T1004 CORRIDOR WIDTH OK
FBC 1004.1 .4 EXITS SEP Yz OF THE DIAG OR 1/3 WITH 13 SPR SYS OK
FBC 1004.2 MINIMUM NUMBER OF EXITS OK
F8C 1006.1 ENCLOSED STAIRS OK
FBC 1007.1.1 STAIR NONCOMBUSTIBLE/COMBUSTIBLE OK
FBe 1007.1.2 SOLlD RiSERS OK
FBG 1007.3.3 TREAD AND RISER TOLERANCE OK
FSe 1 D07.4 LANDINGS OK
FBC 1007.5 HANDRAILS (4)
FBC 1007.7 HEADROOM CLEARANCE FOR STAIRS OK
FBC 1008 ACCESS TO ROOF OK
FBC 1010.1 EX!T DISCHLl,RGE - GENERAL OK
Cape Club Condominium Page 2 of 8
Cape- Canaveral, Florida
Plan Review #MM03-060
June 6, 2003
Code Section Checklj~t Items Response
FeC 1012 EXIT DOOR....VV.lDTH .&..DIREGTlQN &..SURFAGE OK
FeC~1012.1.3 LEVEL FLOOR ON 80TH SIDES OF DOORS OK
FSC 1014 BALCONIES, PORCHES. AND GALLERIES OK
FBG 1015 GUARDRAJLS OK
FBe 1016 EGRESS ILLUMINATION & SIGNS
FSC 11-4.1.2#5 PARKING SPACES NUMBER AND VAN ACCESSIBLE OK
FBC11-4.1.3 ACCESSIBLE BUILDINGS: NEVV CONSTRUCTION OK
FeG 11-4.1.3#5 ELEVATORS REQUIRED OK
FBC 11-4.3 ACCESSIBLE ROUTE OK
FBe 11-4.5 GROUND AND FLOOR SURFACES OK
FBC 11-4.10 ELEVATORS OK
Fee 11-4.13 DOORS OK
FBe 11-4.16 WATER CLOSETS OK
FSC 11-4.19 LAVATORIES AND MIRRORS OK
FBC 11-4.23 BATHROOMS. BATHING AND SHOWER ROOMS OK
FSC 11-4.26 HANDRAilS, GRAB BARS. TUB AND SHOWER SEATS OK
FBC 11-4.6 PARKING AND PASSENGER LOADING ZONES (6)
F8G 1203 LIGHT AND VENTILATION OK
F8e 1204 SANITATION OK
FSC 13~1 03 CODE COMPLIANCE ANi:> PERMITTING (7)
FBC 1403 VENEERED WALLS (8)
FBe 1404 ARCHITECTURAL TRIM, BALCONIES, BAY WINDOWS OK
F8e 1405 FIREMAN'S ACCESS PANELS OK
FBC 1503 WEATHER PROTECTION OK
FaG 1504 PERFORMANCE REQUIREMENTS (9)
Fee 1505 FIRE CLASSIFICATION OK
FBC 1601 STRUCTURAL SCOPE (10)
FBe 1601.4 DESIGN lOADS INDICA TED ON PLANS OK
FBG 1603 DEAD L.OADS OK
Fee 1604.1 T.1604.1 UNIFORM FLOOR LIVE LOADS (T.1604.1) OK
FBe 1604.6 ROOF LiVE l.OADS OK
FBC 1606.1 WIND IN ANY DIRECTION (11 )
FSC 1606.1.1 W!ND LO.ADS PER ASCE 7 - 98 OR EXCEPTIONS OK
FBe 1606,1.4 OPENING PROTECTED FROM WINDBORNe DEBRIS OK
FBC'1606.2 BUILDINGS 60 FT HIGH OR LESS OK
FBC 1606.2.2 WIND PRESSURES OK
FBG T. 1606 USE FACTOR OK
FBG 1606,2.4 MAIN WIND FORCE R.ESISTIVE SYSTt::M OK
FBC "1606.2.5 COMPONENTS AND CLADDING$ OK
FBG 1606,3 ROOF SYSi'EMS OK
FBe 1608.2 RAILINGS (12)
Fat 1609 LOAD COMBINATIONS OK
FBG 3107 HASITABLE STR SEAWARD OF COASTAL Cm~ST W.JE (13)
FBe 1804.2 SOILS INVESTIGATION OK
FSC 1804.2.2 SOIL REPORT AND RECOMMENDATION OK
FBC 1804.2.3 NATURAL saUD GROUND OR PILES OK
FBC 1805 PILES OK
F8e 1805.10 PILE CAPS OK
Cape Club Condominium Page 3 of 8
Cape Canaveral, Florida
Plan .Review #MM03.060
June 6, 2003
Code Section Checklist Items Response
Fae 1805.12 INSPECTOR SPECIFIED (14)
F8e 1805.6 STABILITY OK
FBe 1805.8 SPACING OK
FBe 1806 ALLOWABLE PilE LOADS OK
FBG 1806.7 UPLIFT CAPACITY
FBC 1809 CAST !N PLACE CONCRETE PILES (15)
FBC 1901 CONCRETE DESIGN STANDARDS OK
F8C 1903 CONCRETE MATERIALS OK
FBC 1904.5 CORROSION PROTECTION FOR REINFORCED CONCRETE (16)
FBC 2101.2 MASONRY CONSTRUCTION DOCUMENTS OK
FBC 2103 MASONRY DESIGN STANDARDS OK
FBC 2104 MA.SONRY MATERIAlS OK
F8e 2203.1 STEEL DESIGN STANDARDS (17)
FBC 240~ GLAZ!NG - IMPACT, WIND, AND OTHER LOADS OK
FBC-2603.S FOAM PLASTIC IN THE EXT WALLS OF MUL II STORY BLOGS (18)
FBe 3003 3003.6 ELEVATOR REQUIREl\!1ENTS OK
FBC 1007.3.1 TREAD 11 IN (M1N) & RISERS 7 IN (MAX) OK
FBC 1026.3 DOORS OK
FBC 1026.7 COMMON PATH OF TRAVEL OK
FBe 411.2 AUTOMOBILE PARKING GARAGES OK
FBC 411.4 ENCLOSED PARKING GARAGES (19)
FBCT.411.3.1 HEIGHT AND AREA OPEN PARKING GARAGES OK
FMC-301.4 LISTED & LABELED (20)
FMC- 301.10 FUEL TYPES OK
FMC- 301.13 WI ND RESISTANCE (21)
FMC- 306.1 ACCESS AND SERVICE SPACE OK
NEC-21 0-63 HVAC SERVICE RECEPTACLES OK
NEC.210-70 HVAC SERVICE LIGHTING OK
FMC- 307.2.1 CONDENSATE DISPOSAL OK
FMC- 307..2.3 AUXILIARY AND SECONDARY DRAIN SYSTEMS OK
FMC.401.5 OPENING LOCATION OK
FMC- 403.3 VENTIW\TION RATE OK
FMC- 601.2 INDEPENDENT SYSTEM REQUIRED OK
f=MC.501.3 OUTDOOR DISCHARGE OK
;::MC~ 504.1 CLOTHES DRYER EXHAUST OK
FMC. 504.6 MAXIMUM LENGTH (22)
FMC- 603,4 NONMETALLIC DUCTS OK
FMC- 603.5 FLEXIBLE AIR DUCTS AND CONNECTORS (23)
FMC- 604.1 INSULATION (24\
FPC.303 PLUMBING MATERIALS (25)
FPC- 312 TESTS .A..ND INSPECTiONS OK
FPC- 403.2 SEPARATE FACILITIES FOR MEN AND WOMEN OK
FPC. 403.6 PUBLIC FACILITIES OK
FPC.403.8 FACILITIES FOR POOLS (26)
FPC. 405 INSTALLATION OF FIXTURES OK
FPC- 409 DISHWASHING MACHINES (Indirect Connection Req) (27)
FPC- 417.4 SHOWER COMPARTMENTS OK
FPC. 420.2 WATER CLOSETS ELONGATED PUBLIC OK
FPC-424.4 SHOWER TEMPERATURE VALVES OK
Cape Club Condominium Page 4 of 13
Cape Canaveral, Florida
Plan Review #MM03-0GO
June 6, 2003
Code Section Checklist Items Response
FPC- 504.6 P & TVALVE QUTLETWASTE (28)
FPC" 504.7 WATER HEATER PAN HEQUfRED OK
FPC- 603.1 MINIMUM DIAMETER WATER SERVICE (29)
FPC- 603.2 SEPARATION OF SERVICE & BUlL01NG SEWER (30)
FPC. 605 MATERIALS. JOINTS AND CONNECTIONS OK
FPC- 610 DISINFECT ION Or: POTABLE WATER. SYSTEMS (31 )
FPC~ 708 CLEANOUTS OK
FPC- 710 DRAINAGE SYSTEM SIZING OK
FPC- 712 SUMPS AND EJECTORS (32)
FPC- 901.2 VENTS TRAP SEAL PROTECTION REQUIRED 01<
FPC- 905 VENT CONNECTIONS OK
FPC- 916 VENT PIPE SIZING OK
FPC-1002 TRAP SEAL PROTECTION OK
FPc;"1101 STORM DRA1NAGE GENERAL OK
f:'PC-1102 STORM DRArNAGE MATERIALS OK
FPC-1106 SIZE OF CONDUCTORS LEADERS AND DRAINS OK
FPC-1107 EMERGENCY ROOF DRAINS OK
Plan Review Comments to Follow
Cape Club Condominium Page 5 of 8
Cape Canaveral, Florida
Plan Review #MM03-060
June 6, 20"3
Plan Review
(1) Gode Section FBC 708
Documenti!ltion is required to indicate that the insulation material has a flamespread of 75 for
concealed insulation and a flamespread of 25 for exposed insulation and in both cases a smoke
developed rating of 450.
(2) Code Section FaG 903.2
Project notes indicate that the sprinkler system will comply with NFP A 13. Sprinkler plans were not
available at this lime Tor review. (No response required.)
(3) Code Seotion FBe 904.2
The standpipe system is required to meet the requirements of NFPA 14.
(4) Code Section FaG 1007.5
Documentation is required to indicate that the height of handrails on stairs shall be not less than
34 inches nor more than 33 inches abCIve the leading edge of tread. Alternately, where the stair
forms part or the guardrail it can be at 42 inches.
(5) Code Section FBC 1016
Documentation is required to show that emergency lighting is provided at the egress balcony.
(6) Code Section FBC 11-4.6
Fair Housing GUidelines require accessible parking spaces to be located as to give the residents
requirilir;l accessible parking a full rangE! of choice as given the! other residents. (Basic Components
for Accessible and Usable Public and Common Use Areas or FaciIWe$)
(7) Code Section FeG 13-103
Documentation is required to show that this building is certified to meet the Energy Conservation
requirements or Crlapter i 3 ofthe Florida BUilding COde.
(8) Code Section FBe 1403
DOCunientation is requirliild to show that ths sxterior instaJlation of stucco rm~ets the requirements
of ASTM C926 $nd ASTM C1063 as required in Section 2504,2 of the Florida building code.
Cape Club Condominium Page 6 of 8
Cape Canaveral, Florida
Plan Review #MM03-050
June 6, 2003
(9) Code Section FBC 1504
Documentation is required to show that the concrete tile roof is connected to resist the wind loads
in Section 1603.3 of the Florida Building Code.
The structUl"il1 plan rlilview is limited to a review of the pians and design calculations of the
professional engineer to ascertain that the minimum design loads in Chapter 16 have been
referenced by the engineer. A check 01 the complete structural plans and the connection details
is beyond the scope of this review. (No response required.)
(11) Code Section FBC 1606.1
Design calculations do not indlcste that the wind was considered from any direction (Section
1606.1).
(12) Code Section F8C 1608.2
Stairway railings, both exterior and interior shall be designed to resist at horizontal thrust of 50
pounds per lineal ft applied at the top af the railing.
(13) Code Section FBC 3107
Plans show that this building is not located on the seaward side of the coastal construction contral
line. (No response required.)
(14) Code Section Fee 1805.12
Documentation is required to indicate mata qualified inspector approved by the Building Official
will be present during Installation of piles.
(15) Code Section FBC 1809
Pile length shalf not exceed 30 times the average diameter for augered uncased pil~s.
unless the pile foundation installation is under direct supervisiOr'I of a professional engineer and
certifies to the building official that the piles are Installed to satisfy the design criteria. (Section
1809.2..2)
(is) Code Section F8C 1904.5
Documentation is required to show that all reinforced concrete exposed to salt spray will have an
Fe' of at least 5000 psI,
(17) Gode Section FBC 2203.1
No information was provided that shows the loads :and riiat$rial$ (.Jsect forthe metal framing portion
of the roDf.
Cape Club Condominium Page 7 of 8
Cap~ Canaveral, Florida
Plan Review #MM03.060
Jun;; 6, 2003
(18) Code Section FBC-2603.6
Documentation i~ required to show th~t the exterior foam plastic wall insulation meets th~
requirements of Section 2603.6 of the Florida Building code.
A mechanical ventilation system meeting the reqllirements of Section 411.4.2 is required for the
parking garage.
(20) Code Section FMC.301,4
Documentation is required to indicate that all equipment is listed and labeled.
(21) Code Section FMC- 301.13
Documentation is required to indicate that eqUipment exposed to wind is anchored to resist the
appropriate component & cladding pressures from the building code.
(22) Code Section FMC- 504.6
Documentation is required to Indicate that the manufacturer'sinstaHation instrucIions allowth8 dryer
vent developed length to be the indicated distance shown on the plans.
(23) Code Section FMC.603.5
Documentation is required to :show that the flexible air ducts are tested to the requirements of
UI.. 181 and are listed as Class 0 or Class 1.
(24) Code Section FMC- 604.1
Documentation is required to indicate that ths air duct insulation has i1l maximum flame spread of
25 and :a maximum smoke developed rating of 50 when tested in accordance with ASTM E 84.
(25) Cade Section FPC~ 303
All plastic pipe fittings and components must satisfy NSF 14.
(26) Code Section FPC- 403.8
Table 403.8 requires a water closet and a urinal for tM men'S restroom serving a swimming pool
le$$ than 2500 sq. ft. Only the water closet\N8s provided,
(27) Code Section FPC~ 409
The dishwashing machines must be indirectly cOI1liected.
Cape Club Condominium Page 8 of 8
Cape Canaveral, Florida
Plan Review #MM03.0S0
June S, 2003
(28) Code Section FPC- 504.0
DOCUmentation is required to indicate that ttle discharge from the P & T v<illve is installed according
to Section 504.6
(29) Code Section FPC- 603.1
The size of the water service pipe was not furnished. Needed to also determine if the water
distribution piping is sized to the requirements of Chapter 6.
(30) Code Section FPC- 603.2
The water service and the building drain/sewer must be separated by 15 feet or be elevated 12
inches above the top of the sewer within 5 f~t
(31 ) Code Section FPC- 610
Documentation is required to show that the potable water system will be disinfected to the
requirements of Section 610 of the Florida Plumbing Code.
(32) Code Section FPC- 712
Documentation is required to show that a sump meeting the requirements of Section 712 of the
plumbing code will be installed in the elevator pit.
FROM :Undell Engineering FAX NO. :7535429214 Jul. 12 2004 02:40PM P3
Ciimate-Specific Requirements
Gross Cavity Cont. Proposed Budget
Component Name/Dc~crjption ~rea R-Value R-VaJue U-Factor V-Factor
Roof J: Structural Slab 25400 --- 24.0 0.040 0.078
Exterior Wall J; Metal Frame, 16" o.c. 32340 J 1.0 11.0 0.056 0.366
Window I: Metal Frame, Single Pane, Clear, SHOC 0.60 5460 --- _n 0.600 1.230
Door]: Solid 189 _n --- 0.600 0.689
Door 2: Glass; Clear; SHOC 0:40 399 -- --- 0.600 1.230
Floor I: Unheated Slab-On-Grade 25400 --- -- --- ---
(a) BlIdgetU-fuctor~ nreuscd for ~ojh"'~cbu:;clinc calculations ONLY, and arc not eoele requirements. .
Envelope I) ASSES: Design 17% bener than code
"
Section 4: Compliance Statement
The proposed envelope design represented in this document is consistent with rhe building plans, specifications and
other calculations submitted with this permit application. The proposed envelope system has beell designed to meet
the 90.1 ('89) Code requirement~ in COMcheck-EZ Vcnion 2.5 Release 1 a and to comply with the mandatory
requirements in the Requirements Checklist.
R\<AI"~_A- I..'''''''''I..L. _. ~P-~_ t2.}dd1-
Principal Envelope Designer-Name Signature Date ,"-
,
":,};:..;' '~1,:
JUL 12 2004 15:30 7635429214 PAGE.03
OLIvER Co'SITY PAGE 131
B8!Hl!2BB5 15:57 5282724
Oliver e Companies, me.
5713 Grand Ave., Ste. B
Duluth, Minnesota 55807
Office; 218.628.2700
Vax: 218.628.2724
August 10, 2006
Todd Morley
Building Officia.l
City of Cape Canaveral
105 Polk Avenue
Cape Canaveral, FL 32920 I
. ..
. ,', '- ..
. '.,
.. ... .. .""
:. :::"
Pear Mr. M?t1.eY:... .....,. , . . ",., .
... . .. ., ","
:,., :" .. ~
.;", ".. . "..
It appca.r:;y;~.:~.~~~ Fe~ii~ied tl1C.fu1~b~~i~{~:i; 'I~~\ncK~~ing ik~f~; .iTol11:ih~:~~'A~i~h~ii>:;tli~!:~h~i~e~.Of record~
Nod Droo" ."dl\'f J~.~ro;,~~S ,;:, ..... .., ..' ......' >./,.;:.,:y . .;,>/ . .....
First: .. The w~:tk yoU'~rant us.to do i.s flot ~n our p~operty~ and the Port futs n.Cit given us. authority to tte'~pas5 and do
the wo:k; ~~ 'rfac\~.ve fuld~~:to~~r "If,. ". . ..., .'. ',> '. .;:;.;..~.'.;. .;/i.'.' ..... .. ,.
Secoti(};;.' ::;:.. J:he ~jetinecr;~oe(bmbr,.wi1l ribt dbsi&11your.reqne~t&icl1cfugc uhl.i;!SS "ihcrc:is. a:6o~~tto: .the :site'to do
the '~'1<;;~';d0r; ~."e~<ccss, "', .,' .... " '" . .' . i . '.' .' ...... . ' ." .'. .... ... ,,<, ',,'
111ird: .: What does this, accomplish in the ~d? You and the F.DOT approved the .urigiuaJ design..: My cl~<!.~gc
now, aft.?~the.~<l~t:~'.:... .:: .::.:H . .... .. .:.... ... ,... .' .....:. . ,:... ::. ..: ..... H. :H:..,..:..,: .... :. ;..,
Fourth;:;.::\V1~a;t.~Uth'o~zi:j'd6 yoli h~ye hl.ai1~ onP9ftI:iroptrty?HPlcase:e;.q,Iain YO~irp0S1~i6ri.,:. ::::,: .:: ..
.... ...:.. .,.:. :...:... :..:: :.. ..... , . . :. . . ... .. , ' ., :::: .. .. .... :.... .: ' :;.::.. . H. ::: ...;. :..: .....:
:::;:7 .:"'r;15(~~~krciOI~h~?rthiS,~'U<TI~~y~:~ad."I)~f~' '-;'~.OO~~t:..
cIiffm@:~ .. ....,.. ..' ......... ..
'/ ...:. . :,\.;.:...:::..,H>...:.: :.;. .::.:::.. ...'... .... '.. ::H.... .;
. . " ".".. ..
Kent A. Oliver ., , ." " .... .
".. . .
,..'.. ,',' ".,.': .
Cc: RW Paul- David & Ralph
Neil Weber
Canaveral Port Authority, Jon B~az:cc
Dale Cox
developing real rJstale one piece at a time
OLIVER CO' SHY PAGE tl2
l'J811 tll 2t1t15 15:57 5282724
JUL c~ ~~~6 16:49 FR R W PAUL CONSTRUCTION 407S~S585a TO 12186282724 P.02/02
~ I
- -
-~~
28 July 2006
CANAVERAL.
F'l:II'lT ... ""'I"IOl'tr'l''l'
Country Inn & Suites
9009 Astronaut Blvd.
Cape Canav~ral, Fl32920
Re: Extimsion of Drainage Pipes onto Canaveral Port Authority Property
Dear Sirs;
It ha:1 come to my ~ttention that thl:! City of Cape Canaveral ha~; Il'lStruaed YOLl to
con~truct a drainagt;! pipe on our prop~rty into a ~tland. You do not have
permission to construct a pipeline or any other structure on Port propsrty.
In addition, any r:onS'truaion of that type would require permits from the Florida
Department of TrfJn5partation and St Johns River Water Managl?ment District
(SJRWMD), Any disturbance of the wetlands is 5i:rictly prohibited and lIvould not be
allowed to OCC:llr on Port prop~rty.
We trust thClt you will comply with our wishes. If you halre any l1uestions regarding
this, please do not heSitate to contact me.
THOIUTY
n e~. pt"
Deputy Executive Director/Chief Engi"eer
0'::: Sta" PaynE!, Executive Director I CPA
Susan Cossey, Director of Tenant Relations I CPA
JEanne Adame, Director of Environrnenull Plans &: Program; I CPA
JOBNlc
Port C:a/lavllr.3! I. Fa~ft Trade ZDn.. 1US
200 Cil!Qrge /l(jll!' 1I11lCl, 1',0. IlI:u' 261 Clip!! t".Analrl!l"llI, ~jOtlcjll J},!l20 USA.
;121,7113.7tl31 8&I.I"ORTCb,N 1IIWW,pottt:.;_rlll.org
JUL 2S 20BS is:24 32178:31653 PRGE.l31
** TOTAL PRGE.02 **
OLIVER CO' SITY PAGE fB
08/1[1/2005 15:57 5282724 P.132/02
~G 10 200G 15:03 FR R W PAUL CONSTRUCTiON 4075;1;158513 TO 123,86282724
.R.W PAUL
. CONSTI~UCTION INC.
August 10, 2006
Mr. Kent Oliver
Portview Country Inn and SU,ites
215 NQrth Central Ave
Duluth, MN 55807
RE: CQuntry m:o and S1J.ites
Cape Ca.navemI. FL
Dear Kent.
Wit.hin the next couple of days We will have compl~ted aU items for the Final Certificate of
Occupancy for which R. W. Paul Constructio~ Inc. has con11'ol ov~r. ThE~ City of Cape
Canaveral has demanded that we alter the mitered end section in the northeast comer of the site
to include removal of the mitered eQd as it is constructed, per the Contract drawjngs appro~d by
the Cityt and adding additional piping and a drainage box.
The City bas instructed R W. Paul Construction, Ino. to provide a design J[or the changed WQrk,
which we have ~ucstoo from Droor &: Associates, Inc_ Noel Drool' has E~ot proceeded with this
design work because he feels this work cannot be completed without tresIiia.ssing on pnV1l.te
property of others and because he needs authorization from you for the COllts of the additional
desien work. There is also the possibility the City i3 requesting US to d,esi~~ and construct the
impossible. We attempted to pour the remaining sidewalk section to the lli'Orth property line on
sn 106 and were stopped by Todd Morley because the wQrk at the mitered ,end sectiQn has not
been reSolved.
We are caught in the middle of this issue and :require your hl;:Ip and directirm in order to move
forward. I am r~questing a conference call with you and Noel Droor as soon as possible. Pleas~
advise on a time and date.
Sinl;ereIy~
5Bl E. Hot"..l.tlo Avenue" Mailh1nd, n 32751 (407) 599-5SS8 . FI!X (4(.17) '~~;85Q
** TOTRL PRGE.02 **
OLIVER CO' SITY PAGE EN
(18/1 (1/ 2(1(15 15:57 5282724
.~ DROOR &- . ""
ASSOCIA TE:S INC.
(321) 253-B233
FAX (321) 253-8232
580 N. Wickham Rd" SlJite E Melbourne, FL 32935 erneil: noel@droorassociates.col11
July 26, 2006
Project #2003-79
Mr. David Rotenberger
R. W. Paul Construction Co.
581 E. Horatio Avenue
Maitland, Fl32751
Re: Country Inn & Suites Jocated in Cape Canaveral
Dear David,
Per our conversation, in order to provide the required detail to address the city's concern
at the north mitered end, we would need a written authorization from the owner of the
property to perform the requested work. In addition, 8utho!rization from the north
property owner will also be required to do the requested constru(~tjon.
To provide the proposed elevations, we will also require an as-built survey of the area
showing all existing elevations inl;luding the edge of the paving, the bottom of the ditch.
and the surrounding elevations.
Please provide the requested items as SOon as Possible so We m::lY prOVide the detail.
~
PleaS~ha.e any ques!;ons,
Vry r yy ,
01rJA
" 0, .E.! PreSIdent
nd Associates, Inc,
e: Neil Weber - Weber Architects and Associates
Kent Oliver - Portvjew Inn & Suites
Ralph Paul- R.W. Paul Construction
Civil &:: structural Engineering Inspections PE 37259 EB-0007218
08/1E1/28E15 15:57 5282724 OLIVER CO' SIT), PAGE E15
Hug U4 06 10:22a F'. 1
~ DROOR tit
ASSOCIATES fiNe.
(~21) 253-8233
58Q N. Widchorn Rd.. Suit!;! E Me/bourne, Fl3293S FAX (321) 253-8232
eml;:IIII; noe/@oroorClssociates.com
August 3, 2006
Project #2003-79
Mr. David Rotenberger
RW. Paul Construction Co.
581 E. Horatio Avenue
Maitland, FL 32.751
Re: COllntry Inn & Suites, Cape Can.."eral
Dear David,
The folfowil1g is in response fO your fax da.ted August 2, 2006 regarding the pipe
extension reql.,lested by City of Cape Canaveral for the above referEmcel;! projeot.
The pipe in question is located at the east property line between the Country Inn &
Suites property and the FOOT right of 'Way (S.R. A 1A). Therg is no feasible way to
extend the pipe In questior..l...wfthout trespassing on th? property to the north.
..._,.,~. ,~ ,.,' ...;.!l
Please call if Y;',I.l'h"ave ny questions.
",
Very TrU~Y~ursl
/~ tlflf1
J ~ "' President
/rODr amf'Associates, Inc.
e: Neil Weber - Weber Architects and Associ~tes
Kent Oliver - POl\view Inn 8. Suites
Ralph Paul - R W, Paul Construction
ell/i' J: Stru~turol Enginooring fn!l~aclioiis PE 37259 ES-aOO 72 J S
CAPE CANAVERAL VOLUNTEER FIRE DEPARTIvlE~ INC.
Serving the city of Cape Canaveral & Canaveral Port Authority
Plan Review
To: Todd Morley, Building Official
Dennis Clements, Plans Examiner / Building Inspector
From: Tim Reaves, Fire Inspector
Re: Country Inns and Suites Additional Information Requested
Date: January 20, 2005
The Fire Department is requesting additional information on the above mentioned
project to avoid any delays in this project please respond to the comments as
soon as possible.
1. In stair "B" a door must be shown on the plans to access the roof. Stair "B"
also must be shown on all roof plans including the structural~There are no
structural drawings showing the construction of the stairs to the roof.
2. Type "c" wall no UL rating was provided on sheet A5.1.
3. All walls need to be identified as to what type is being used.
4. Detail on guest room doors sheet A 1.7 safety door guard can not exceed
48' in height - NFPA 101 7.2.1.5.4.
5. Provide proper fire rating for glass in exit corridors - NFPA 101 28.2.2.1.2.
6. Fire dampers must be installed in all HVAC penetrations in exit corridors,
provide cut sheets for all fire dampers used - NFPA 101 9.2.1.
7. Exhaust vent chase shown on the mechanical plans must be a fire rated
assembly and have a UL rating. Fire dampers must also be installed with
access panels at the location of the dampers.
8. Open stairs in the lobby shall comply with NFPA 101 8.2.5.5 or 8.2.5.6.
9. A smoke catch is indicated on sheets A 1.1 thru A 1.4 but there is nothing
on the mechanical plans showing any associated duct work for the
system.
10. The Porte Cochere must have a minimum of 13'6" vertical clearance and
have a minimum 20' of unobstructed width, able to withstand live loads of
fire apparatus - NFPA 1 3-5.2.
11. No handrail details are indicated on the prints. Sheet S-O references SBe
'1997 it should reference FBC 2001 for the handrails.
Station =1 190 JACKSON AVENUE" CAPE CANAVERAL. FLORIDA 32920 . (321) 783-4777 . FAX: (321) 783-5398
Station;(l2 8970 COL Ul'vIBIA ROAD ~ ~ 1) 783-4424 ~ FAX: (321) 783-4887
105 Polk Ave. Cape Canaveral, Fl32920 -
(321) 868-1222 (321) 868-1247 (fax) .=: . . . . - . ~. ....~
Fax ~~
~
'..... ~
To: Mr. Ralph Paul - Todd Mo~ey, Building Official "'~~
Fax: (407) 599-5850 Pages: 2 incl. cover ,
~ (407) 701-5557 ~ 21412005
fte: Fire Dept comments cc:
o Urgent o For Review o PI~ Comment o Please Reply o PI~ Recycle
Ralph,
The Fire Department pelformed a subsequent review of the last submitted revision of the construction
plans and has some additional concerns.
It is our hope that these items can be incorporated into the project with minimal inconvenience.
For speCific quesUons regarding this correSpondence, please contact the Cape Canaveral Fire
Department at (321) 783-4n7.
I hope all continues to go well with your project. If I can be of any assistance, please contact me.
/ T dMvrIey ~
~uilding Offic ill
City of Cape erm
105 Polk Ave
Cape Canaverm, FL 32920
Phone 321-868-1222
www.myflorida.comlcape
E-mail: morley-cape@cfl.rr.com
Fax 321-868-1247
t2/2-c J ~ f5:J, 4.( 1>1;61 ~: U2tkoriTrf..;;.bMl1.
CHAPTER 62-25 REGULATIONS OF STORMWATER DISCHARGE
62-25.001 Scope.
62-25.020 Definitions.
62-25.025 Design and Performance Standards.
62-25.027 Legal Operation/Maintenance Entity Requirements.
62-25.030 Exemptions.
62-25.035 Storm water General Permits.
62-25.040 Construction Permit Requirements for New Stormwater Discharge Facilities.
62-25.042 Permit Requirements for Wetland Stormwater Discharge Facilities.
62-25.050 Delegation.
62-25.060 Relationship to Other Permitting Requirements.
62-25.080 General Provisions.
62-25.80 I General Permit for New Stormwater Discharge Facilities.
62-25.900 Storm water.
62-25.001 Scope.
(I) The discharge of untreated stormwatermay reasonably be expected to be a source of pollution of waters of the state and is,
therefore, subject to Department regulation. The Department shall prevent pollution of waters of the state by discharges of
stormwater, to ensure that the designated most beneficial uses of waters, as prescribed by Chapter 62-302, Florida Administrative
Code, are protected.
(2) A permit under this chapter will be required only for new storm water discharge facilities as defined herein. This provision
shall not affect the Department's authority to require appropriate corrective action, pursuant to Sections 403.121-.161, Florida
Statutes, whenever existing facilities cause or contribute to violations of state water quality standards.
(3) Storm water discharges to groundwaters shall be regulated under the provisions of Section 62-28.700, EA.C. and other
applicable rules of the Department.
(4) The Department intends that, to the greatest extent practicable, the provisions of this chapter be delegated to either local
governments or water management districts seeking such delegation.
Specific Authority 373.026(7), 373.043, 373.4145, 403.805(1) FS. Law Implemented 373.4145 FS. History-Formerly 17-4.248, Amended and
Renumbered 2-1-82, Amended 1-26-84, Formerly 17-25.01,17-25.001.
62-25.020 Definitions.
(I) "Artificial Watercourse" means a man-made waterway that was totally dredged or excavated prior to October I, 1984 and
which connects formerly isolated, nonjurisdictional wetlands to other waters. The Department shall bear the burden to show that
such artificial watercourse was not totally dredged or excavated or that the connected wetlands were formerly jurisdictional.
(2) "Completion of Construction" means the time at which the stonnwater discharge facility is first placed into operation or
when the project passes final building inspection or when the project receives a certificate of occupancy, whichever comes first.
(3) "Conservation Plan" means a formal document, prepared or approved by a local Soil and Water Conservation District
Board organized pursuant to Chapter 582, Florida Statutes, which outlines a system of management practices to control soil
erosion, reduce sediment loss or protect the water quality on a specific parcel of property.
(4) "Construction" means anyon-site activity which wili result in the creation of a new stormwater discharge facility, including
the building, assembling, expansion, modification or alteration of the existing contours of the property, the erection of buildings or
other structures, or any part thereof, or land clearing.
(5) "Detention" or "To Detain" means the collection and temporary storage of stormwater in such a manner as to provide for
treatment through physical, chemical, or biological processes with subsequent gradual release ofthe stomlwater.
(6) "Engineer" means a Professional Engineer registered in Florida, or other person exempted pursuant to the provisions of
Chapter 471, Florida Statutes, who is competent in the fields of hydrology and stormwater pollution control.
(7) "Effective Grain Size" means the diameter of filter sand or other aggregate that corresponds to the 10 percentile finer by dry
weight on the grain size distribution curve.
(8) "Filtration" or "To Filter" means the selective removal of suspended matter from stormwater by passing the water through
at least 2 feet of suitable fine textured granular media such as porous soil, uniformly graded sand and gravel, or other natural or
artificial aggregate, which may be used in conjunction with filter fabric and/or underdrain pipe.
(9) "Intermittent Watercourse" means a stream or waterway that flows only at certain times of the year, flows in direct response
to rainfall, and is normally an influent stream except when the groundwater table rises above the norma! wet season level.
(10) "New Stormwater Discharge Facility" means a stormwater discharge facility which was not in existence on Febmary 1,
1982, or for which a completed stormwater discharge, dredge or fill, or other Department permit or license application had not been
received before February I, 1982, or an existing stormwater discharge facility which is modified, as specified in Section
62-25.040(3), Florida Administrative Code, on or after February I, 1982. A stormwater discharge facility approved or found to be
exempt by the Department before February I, 1982, or a facility which had been determined by the Department not to be significant
pursuant to Section 62-4.248(5), F.A.C., before February I, 1982, or a facility exempted pursuant to Section 62-25.030(2) shall not
be considered a new stormwater discharge facility unless modified pursuant to Section 62-25.040(3).
(I I) "Regional Stormwater Discharge Facility" means a stormwater discharge facility which is permitted pursuant to Section
62-25.040(6) and is designed and constructed to accept stormwater from multiple parcels within the drainage area served by the
regional facility. Drainage area refers to the land or development that is served by and/or contributes stormwater to the regional
facility.
(12) "Retention" or "To Retain" means the prevention of, or to prevent the discharge of, a given volume of stormwater runoff
into surface waters of the State by complete on-site storage.
(13) "Stormwater" means the flow of water which results from, and which occurs immediately following, a rainfall event.
(14) "Stormwater Discharge Facility" means a stormwater management system which discharges stormwater into surface
waters ofthe State.
(15) "Stormwater Management System" means the designed features of the property which collect, convey, channel, hold,
inhibit or divert the movement of stormwater.
(16) "Swale" means a manmade trench which:
(a) has a top width-to-depth ratio of the cross-section equal to or greater than 6: 1, or side slopes equal to or greater than 3 feet
horizontal to 1 foot vertical; and,
(b) contains contiguous areas of standing or flowing water only following a rainfall event; and,
(c) is planted with or has stabilized vegetation suitable for soil stabilization, stormwater treatment, and nutrient uptake; and,
(d) is designed to take into account the soil erodibility, soil percolation, slope, slope length, and drainage area so as to prevent
erosion and reduce pollutant concentration of any discharge.
(17) "Uniformity Coefficient" means the numberrepresenting the degree of homogeneity in the distribution of particle sizes of
filter sand or other granular material. The coefficient is calculated by determining the D60 IDIO ratio where DIO and D60 refer to the
particle diameter corresponding to the 10 and 60 percentile of the material which is finer by dry weight.
(18) "Waters" are as defined in Section 403.031(13), Florida Statutes.
(19) "Wetlands" means, for the purposes of this rule, those waters which are dominated by those plant species listed in Section
62-301.400, F.A.C. and which meet the conditions specified in Section 62-25.042(2), F.A.C.
(20) "Wetlands Stormwater Discharge Facility" means a new stormwater discharge facility which incorporates those wetlands
identified in Section 62-25.042(2), F.A.C. into the stormwater management system to provide stormwater treatment.
Specific Authority 373.026(7), 373.043, 373.4145, 403.805(1) FS. Law Implemented 373.4145 FS. History-Formerly 17-4.248, Amended and
Renumbered 2-1-82, Amended 3-30-82,1-26-84,5-8-85, Formerly 17-25.02,17-25.020.
62-25.025 Design and Performance Standards.
The following design and performance standards are established for the purpose of determining compliance with this chapter,
however, in some instances they may not result in compliance with water quality standards set forth in Chapters 62-302 and 62-4,
F.A.C. No discharge from a stormwater discharge facility shall cause or contribute to a violation of water quality standards in
waters of the state. Unless the applicant provides reasonable assurance that the discharge will not cause or contribute to a violation
of water quality standards in waters of the state, the Department may require more stringent design and performance standards than
are otherwise required by this chapter:
(1) Detention basins shall again provide the capacity for the specified treatment volume of stormwater within 72 hours
following a storm event.
(2) Filtration systems shall have pore spaces large enough to provide sufficient flow capacity so that the permeability of the
filter is equal to or greater than the surrounding soil. The design shall ensure that the particles within the filter do not move. When
sand or other fine textured aggregate other than natural soil is used for filtration, the filter material should be of a quality sufficient
to satisfy the following requirements:
(a) Washed (less than 1 percent silt, clay and organic matter) unless filter cloth is used which is suitable to retain the silt, clay
and organic matter within the filter;
(b) Uniformity coefficient 1.5 or greater; and
(c) Effective grain size of 0.20 to 0.55 millimeters in diameter. These criteria are not intended to preclude the use of
multilayered filters nor the use of materials to increase ion exchange, precipitation or pollutant adsorption capacity of the filter.
(3) Filtration systems shall be designed with a safety factor of at least two unless the engineer affirmatively demonstrates based
on plans, test results, calculations or other information that a lower safety factor is appropriate for the specific site conditions.
Examples of how to apply this factor include but are not limited to reducing the design percolation rate by half, doubling the length
of under drain or designing for the required drawdown within 36 hours.
(4) Retention basins shall again provide the capacity for the given volume of stormwater within 72 hours following the storm
event. The additional storage volume must be provided by a decrease of stored water caused only by percolation through soil,
evaporation or evapotranspiration.
- 98
(5) Swales shall be designed to percolate 80% of the runoff resulting from a three-year, one-hour design storm within 72 hours
after a storm event, assuming average antecedent conditions.
(6) Unless applicable local regulations are more restrictive, for purposes of public safety, permanently wet retention and
detention basins shall either be fenced or otherwise restricted from public access or contain side slopes that are no steeper than 4:1
(horizontal:verticaI) out to a depth of two feet below the control elevation. All side slopes shall be stabilized by either vegetation or
other materials to minimize erosion and subsequent sedimentation ofthe basins.
(7) Erosion and sediment control best management practices shall be used as necessary during construction to retain sediment
on-site. These management practices shall be designed by an engineer or other competent professional experienced in the fields of
soil conservation or sediment control according to specific site conditions and shall be shown or noted on the plans of the
stormwater management system. The engineer or designer shall furnish the contractor with information pertaining to the
construction, operation and maintenance ofthe erosion and sediment control practices.
(8) Storm water discharge facilities which receive stormwater from areas which are a potential source of oil and grease
contamination in concentrations exceeding applicable water quality standards shall include a baffle, skimmer, grease trap or other
mechanism suitable for preventing oil and grease from leaving the stormwater discharge facility in concentrations that would cause
or contribute to violations of applicable water quality standards in the receiving waters.
(9) Stormwater discharge facilities which directly discharge to Outstanding Florida Waters shall include an additional level of
treatment equal to fifty percent of the treatment criteria specified in Section 62-25.035(l)(b) or Section 62-25.040 or Section
62-25.042, FAC.
Specific Authority 373.026(7), 373.043, 373.4145, 403.805(1) FS. Law Implemented 373.4145 FS. History-New 1-26-84, Amended 3-28-84,
5-8-85, Formerly 17-25.025.
62-25.027 Legal OperationlMaintenance Entity Requirements.
(I) The Department considers the following entities to be acceptable for meeting the requirements necessary to ensure that a
storm water discharge facility will be operated and maintained in compliance with the requirements of this chapter and other
Department regulations:
(a) local governmental units including counties or municipalities, or Municipal Service Taxing Units.
(b) active water control districts pursuant to Chapter 298 Florida Statutes or drainage districts created by special act, or
Community Development Districts pursuant to Chapter 190 Florida Statutes, or Special Assessment Districts pursuant to Chapter
170 Florida Statutes.
(c) state or federal agencies.
(d) duly constituted communication, water, sewer, electrical or other public utilities.
(e) the property owner or developer is normally not acceptable as a responsible entity when the property is intended to be sold
to third parties. However, the property owner or developer may be acceptable under one ofthe following circumstances:
1. Written proof in the appropriate form by either letter or resolution, that a governmental entity or such other acceptable entity
as set forth in paragraphs (a)-(c) above, will accept the operation and maintenance of the stormwater management and discharge
facility at a time certain in the future.
2. Bonding or other assurances sufficient to operate and perform anticipated maintenance on stormwater facilities.
(f) profit or non-profit corporations including homeowners associations, property owners associations, condominium owners
associations or master associations shall be acceptable only under certain conditions that ensure that the corporation has the
financial, legal and administrative capability to provide for the long term operation and maintenance of the storm water discharge
facility.
(2) Entity Requirements.
(a) if a Homeowner, Property Owner, Condominium or Master Association is proposed, the owner or developer must submit
the Articles of Incorporation, Declaration, Restrictive Covenants, Deed Restrictions or such other organizational or operational
documents affirmatively taking responsibility for the operation or maintenance of the storm water discharge facility.
(b) the Association shall have sufficient powers reflected in its organizational or operational documents to:
1. operate and maintain the storm water management system and the stormwater discharge facility as exempted or permitted by
the Department.
2. establish rules and regulations.
3. assess members.
4. contract for services (if the Association contemplates employing a maintenance company) to provide the services for
operation and maintenance.
5. the Association shall exist in perpetuity; however, if the Association is dissolved, the Articles ofIncorporation must provide
that the stormwater management system and discharge facility shall be maintenanced by an entity as set forth in paragraph (1) of
this ruie.
(3) Phased Projects.
- 99
(a) if an Operation/Maintenance entity is proposed for a project which will be constructed in phases, and subsequent phases
will utilize the same stormwater management facilities as the initial phase or phases, the entity shall have the ability to accept
responsibility for the operation/maintenance of storm water discharge facility for future phases of the project.
(b) if the development scheme contemplates independent operation/maintenance entities for different phases, and the
stormwater management system is integrated throughout the project, the entities, either separately or collectively shall have the
responsibility and authority to operate and maintain the storm water management system and discharge facility for the entire
project. That authority shall include cross easements for storm water management and the ability to enter and maintain the various
facilities, should any sub-entity fail to maintain a portion of the stormwater management system or discharge facility within the
project.
(4) The applicant shall be an acceptable entity from the time construction begins until the stormwater discharge facility is
dedicated to and accepted by an established legal entity pursuant to (1) above. The applicant shall provide proof of the existence of
an entity pursuant to (1) above or of the future acceptance of the facility by an entity described in (1) above prior to initiating
construction.
Specific Authority 373.026(7),373.043,373.4145,403.805(1) FS. Law Implemented 373.4145 FS. History-New 10-1-85, Formerly 17-25.027.
62-25.030 Exemptions.
(1) The following types of new stormwater discharge facilities are exempt from the notice and permit requirements of this
chapter:
(a) facilities designed to accommodate only one single family dwelling unit, duplex, triplex or quadruplex, provided the single
unit, duplex, triplex or quadruplex is not part of a larger common plan of development or sale;
(b) facilities which are designed to serve single family residential projects, including duplexes, triplexes and quadruplexes, of
less than 10 acres total land area and which have less than 2 acres impervious surface provided that the facilities:
1. comply with all regulations or ordinances applicable to stormwater management and adopted by a city or county; and
2. are not part of a larger common plan of development or sale; and
3. discharge into a stormwater discharge facility exempted or permitted by the Department under this chapter which has
sufficient capacity and treatment capability as specified in this chapter and is owned, maintained, or operated by a city, county,
special district with drainage responsibility, or water management district; however, this exemption does not authorize discharge to
a facility without the facility owner's prior written consent.
4. discharge into a stormwater discharge facility which has sufficient capacity and is part of a master drainage plan adopted by
a city or county; however, this exemption does not authorize discharge to a facility without the facility owner's prior written
consent.
(c) stormwater discharge facilities whose functioning treatment components consist entirely of swales. However, this
exemption is valid only if the swale, as constructed, meets or exceeds the requirements specified in Section 62-25.020(16) and
Section 62-25.025(5).
(d) facilities which discharge into a regional stormwater discharge facility which is permitted pursuant to Section 62-25.040
where the appropriate treatment criteria specified in this chapter and applied to the permitted regional facility are met by the
discharge; however, this exemption does not authorize discharge to the permitted regional facility without the facility owner's prior
written consent.
(e) facilities for agricultural lands, provided those facilities are part of an approved Conservation Plan; however, if the
Conservation Plan is not implemented according to its terms, this exemption shall be void; and
(f) facilities for silviculturallands, provided that the facilities are constructed and operated in accordance with the Silviculture
Best Management Practices Manual (1979), published by the State of Florida, Department of Agriculture and Consumer Services,
Division of Forestry, which is adopted and made a part of this rule by reference. A copy of this manual may be obtained by writing
the Department of Agriculture, Division of Forestry, 3125 Conner Boulevard, Tallahassee, Florida, and may be inspected at all
Depa..rtment of Environmental Protection offices.
(2) Within the geographical area for which the Department has delegated stormwater permitting to the Southwest Florida
Water Management District, the following types of new stonnwater discharge facilities are exempt from the permitting
requirements of this chapter provided that the owner files notice and an engineer certifies to the District, on forms provided by the
District, at least 30 days prior to construction that the discharge facility will meet the criteria specified below, and provided that an
entity responsible for operation and maintenance of the proposed facility has been determined. Furthermore, an engineer shall
certifY on forms provided by the District, within 30 days after completion .of' construction that the new stormwater discharge
facility, as constructed, qualifies for exemption under this section. The District may require that the owner and engineer furnish
appropriate design analyses, calculations, drawings, specifications and other information to describe, verifY and document that the
proposed storm water discharge facility qualifies for exemption according to this rule.
(a) facilities which discharge into a stormwater discharge facility which is permitted pursuant to Section 62-25.040 or exempt
pursuant to Section 62-25.030 where the appropriate treatment criteria specified in this chapter and applied to the permitted or
exempt facility are not exceeded by the discharge; however, this exemption does not authorize discharge to permitted or exempt
facilities without the facility owner's prior written consent; or,
100
(b) facilities which provide retention, or detention with filtration, of the runoff from the first one inch of rainfalI; or, as an
option, for projects or project subunits with drainage areas less than 100 acres, facilities which provide retention, or detention with
filtration, of the first one-half inch of runoff. However, facilities which directly discharge to Outstanding Florida Waters shalI
provide additional treatment pursuant to Section 62-25.025(9), EA.C.; or,
(c) modification or reconstruction by a city, county, state agency, special district with drainage responsibility, or water
management district of an existing stormwater management system which is not intended to serve new development, and which
will not increase polIution loading, or change points of discharge in a manner that would adversely affect the designated uses of
waters of the state.
(d) facilities of storm water management systems that include a combination of management practices including but not limited
to retention basins, swales, pervious pavement, landscape or natural retention storage that will provide for the percolation of the
runoff from a three-year one-hour design storm.
(3) Exemptions for Artificial Systems Used for Urban Stormwater Conveyance or Renovation.
(a) The Secretary shalI, upon the petition of an affected person or permit applicant, and after public notice in the Florida
Administrative Weekly and in a newspaper of general circulation in the area of the waters affected, and after opportunity for public
hearing pursuant to Chapter 120, Florida Statutes, issue an Order for the duration of the permit specifically exempting from Class
III criteria artificialIy created waters of the state which are upstream of man-made, discharge control systems controlIed by the
affected person or permit applicant and which are primarily for the conveyance or the retention, detention, and treatment of urban
stormwaters. Such Order shall only be issued after affirmative demonstration by the Petitioner ofthe folIowing:
1. reasonable assurance has been provided that the discharge will not cause a violation of any applicable water quality
standards downstream from the discharge control system; and
2. waters shaH not be degraded below the minimum standards prescribed for alI waters at alI times in Section 62-302.500,
EA.C.; and
3. granting the exemption is clearly in the public interest; and
4. compliance with presently specified criteria is unnecessary for the protection of public water supplies or human health.
(b) The Petitioner shall affirmatively demonstrate those standards which the Petitioner believes more appropriately apply to the
waters for which the exemption is sought.
(c) The Secretary shalI specify, by Order, only those criteria which the Secretary determines to have been demonstrated by the
preponderance of competent substantial evidence to be more appropriate.
(d) The Department shalI modify the Petitioner's permit consistent with the Secretary's Order.
Specific Authority 373.026(7), 373.043, 373.4145, 403,805(1) FS. Law Implemented 373.4145 FS. History-Formerly 17-4.248, Amended and
Renumbered 2-1-82, Amended 3-30-82,1-26-84,3-28-84,5-8-85, Formerly 17-25.03, Amended 8-30-88, Formerly 17-25.030.
62-25.035 Stormwater General Permits.
(1) Except in the geographical area for which the Department has delegated storm water permitting to the Southwest Florida
Water Management District, the foHowing types of new storm water discharge facilities may be constructed pursuant to general
permit as specified in Section 62-25.801, EA.C. This general permit shalI not expire and shall not be subject to Section
62-4.540(13) unless suspended or revoked in accordance with Section 62-4.530(4).
(a) facilities which discharge into a stormwater discharge facility which is permitted pursuant to Section 62-25.040 or Section
62-25.035(1)(b) or (d), EA.C. or which was previously approved pursuant to a noticed exemption under Section 62-25.030 where
the appropriate treatment criteria specified in this chapter and applied to the permitted or exempt facility are not exceeded by the
discharge; however, this does not authorize discharge to the permitted or exempt facility without the facility owner's prior written
consent; or,
(b) facilities which provide retention, or detention with filtration, of the runoff from the first one inch of rainfalI; or, as an
option, for projects or project subunits with drainage areas less than 100 acres, facilities which provide retention, or detention with
filtration, of the first one-half inch of runoff. However, facilities which directly discharge to Outstanding Florida Waters shall
provide additional treatment pursuant to Section 62-25.025(9), EA.C.; or,
(c) modification or reconstruction by a city, county, state agency, special district with drainage responsibility, or water
management district of an existing stormwater management system which is not intended to serve new development, and which
will not increase poHution loading, or change points of discharge in a manner that would adversely affect the designated uses of
waters of the state; or,
(d) facilities of stormwater management systems that include a combination of management practices including but not limited
to retention basins, swales, pervious pavement, landscape or natural retention storage that will provide for the percolation of the
runoff from a three-year one-hour design storm.
Specific Authority 373.026(7),373.043,373.4145,403.805(1) FS. Law Implemented 373.4145 FS. History-New 5-8-85, Formerly 17-25.035.
- 101
62-25.040 Construction Permit Requirements for New Stormwater Discharge Facilities.
(I) Any person intending to construct a new stormwater discharge facility, except as exempted pursuant to Section 62-25.030,
Florida Administrative Code, or as noted in Section 62-25.035, or as permitted in Section 62-25.042, or as noted in Section
62-25.060, Florida Administrative Code, shall apply to the Department for a construction permit, using forms provided by the
Department, prior to commencement of construction of the storm water discharge facility. In a geographical area where delegation
has occurred, pursuant to Section 62-25.050, Florida Administrative Code, application shall be made pursuant to the provisions of
the rules of the entity receiving the delegation.
(2) Construction of a new stormwater discharge facility shall not be undertaken without a valid construction permit as required
pursuant to this rule.
(3) Modifications to an existing stormwater management system that will increase the discharge of the stormwater discharge
facility beyond its previously designed and constructed capacity, or increase pollution loading, or change points of discharge,
except for emergency repairs, are considered new stormwater discharge facilities for purposes ofthis chapter.
(4) A construction permit may be issued to the applicant, upon such conditions as the Department may direct, only if the
applicant affirmatively provides the Department with reasonable assurance based on plans, test results and other information, that
the construction, expansion, modification, operation, or activity of the stormwater discharge facility will not discharge, emit, or
cause pollution in contravention of Department standards, rules or regulations.
(5) A showing by the applicant that the facility design will provide treatment equivalent to either retention, or detention with
filtration, as described in this Chapter, of the runoff from the first one inch of rainfall; or, as an option for projects or project
subunits with drainage areas less than 100 acres, the first one-half inch of runoff, shall be presumed to provide reasonable assurance
pursuant to subsection (4) above, provided that adequate provisions have been made for operation and maintenance ofthe proposed
facility. However, facilities which directly discharge to Outstanding Florida Waters shall provide additional treatment as specified
in Section 62-25.025(9).
(6) Regional stormwater discharge facilities shall be permitted upon application and a showing by the applicant that:
(a) the facility will provide treatment equivalent to either retention, or detention with filtration, ofthe runoff from the first one
inch of rainfall; or, as an option, for facilities with a drainage area less than 100 acres, the first one-half inch of runoff; and,
(b) facilities which directly discharge to Outstanding Florida Waters shall provide additional treatment as specified in Section
62-25.025(9); and,
(c) the facility is designed to meet the treatment criteria specified in (a) or (b) above for projected future land use conditions
and associated stormwater volumes; and,
(d) the owner of the facility notifies the Department on a semi-annual basis, on forms provided by the Department, of all new
projects and their associated stormwater volumes that have been allowed to discharge storm water into the regional facility and
certifies that the maximum allowable treatment volume of stormwater has not been exceeded.
(e) adequate provisions have been made for the operation and maintenance of the proposed facility.
(7) In otherwise determining whether reasonable assurance has been provided, the Department shall, where appropriate,
consider:
(a) whether best management practices are proposed, such as those described in "A Manual of Reference Management
Practices for Urban Activities (July, 1978)," "A Manual of Reference Management Practices for Construction Activities
(December, 1977)," "A Manual of Reference Management Practices for Agricultural Activities (November 1978)," "Silviculture
Best Management Practices Manual (1979)," "Stormwater Management Manual (October, 1981)," or best management practices
described in manuals adopted by the Environmental Regulation Commission pursuant to Section 62-25.050, F.A.C., or other
appropriate best management practices. The manuals listed above by name are adopted and made a part of this rule by reference.
Copies ofthese documents may be obtained by writing the Department, and may be inspected at all Department offices;
(b) the public interest served by the discharge;
(c) the probable efficacy and costs of alternative controls;
(d) whether the proposed water quality benefits are reasonably related to the costs ofthe controls; and
(e) whether reasonable provisions have been made for the operation and maintenance of the proposed facility.
Specific Authority 373.026(7), 373.043, 373.4145, 403.805(1) FS. Law Implemented 373.4145 FS. History-Former{v 17-4.248, Amended and
Renumbered 2-1 -82, Amended 3-30-82, 1-26-84, 3-28-84, 5-8-85, Formerly 17-25.04, 17-25.040.
62-25.042 Permit Requirements for Wetland Storm water Discharge Facilities.
(I) The wetlands stormwater discharge facility performance standards and other provisions relating to such facilities are an
initial but necessary step by the Department in a field in which there exists limited knowledge. In an effort to further refine the
state's wetlands storm water discharge facility policies, monitoring data and other pertinent information relating to the performance
standards will be collected and analyzed and periodic reports ofthe results of this monitoring shall be made available to the public.
The Department must attempt to ensure that the wetlands storm water discharge facility is compatible with the ecological
characteristics of the wetlands utilized for storm water treatment and to ensure that water quality standards will not be violated by
discharges from wetlands storm water discharge facilities. To achieve these goals, specific performance standards are set forth in
this chapter. However, recognizing the complexities and concerns of implementing wetlands stormwater treatment performance
- 102
standards, the Department shall review the monitoring data and other pertinent information on a regular basis. The Department
shall present the information to the Commission at a public hearing no later than April 1, 1989. Unless the Commission
affirmatively determines that the performance standards remain appropriate, or amends them as it deems necessary, Section
62-25.042(6) shall be repealed effective April I, 1989.
(2) The wetlands to be used for storm water management are those:
(a) which are connected to other waters by artificial watercourses; or
(b) which are connected to other waters solely by an intermittent watercourse.
(3) Any person who owns or has written authorization to use a wetland for stormwater treatment shall apply to the Department
for a wetlands stormwater discharge facility permit, using forms provided by the Department, and shall receive such permit prior to
commencement of construction of the stormwater discharge facility. The application shall be processed by the Department
according to the procedures of Chapter 62-4, FA.C.
(4) A wetlands stormwater discharge facility permit may be issued to the applicant, upon such conditions as the Department
may direct, only if the applicant affirmatively provides the Department with reasonable assurance based on plans, test results or
other information, that the construction, operation, or activity of the stormwater discharge facility shall not emit, or cause pollution
in downstream waters in contravention of Department standards, rules or regulations.
(5) In the review of wetlands stormwater discharge facility permit applications, the Department shall consider the following:
(a) compliance of the wetlands stormwater discharge facility permit with the performance standards specified in Section
62-25.042(6), FA.C.
(b) if the applicant is unable to show compliance with the performance standards in Section 62-25.042(6), the applicant may
qualifY for a wetlands storm water discharge facility permit using alternative design and performance standards approved by the
Department provided that the use of the wetlands is compatible with the ecological characteristics of the wetland and the applicant
complies with Section 62-25.042(4), FA.C.
(c) if the applicant proposes to dredge or fill in the wetlands used for storm water treatment, the Department in its review ofthe
permit application shall evaluate the adverse effects of the dredging or filling on the treatment capability of the wetland.
(6) A showing by the applicant that the wetlands stormwater discharge facility design complies with the pe,rformance standards
listed below shall create a presumption in favor of the issuance ofthe permit:
(a) the facility complies with the requirements of Section 62-25.060(2), F.A.C.
(b) the facility is part of a comprehensive storm water management system that utilizes wetlands in combination with other best
management practices to provide treatment of the runoff from the first one inch of rainfall; or, as an option for projects or project
subunits with drainage areas less than 100 acres, the first one-half inch of runoff. Those facilities which directly discharge to
Outstanding Florida Waters shall provide additional treatment as specified in Section 62-25.025(9), FA.C.
(c) the utilization of wetlands for stormwater treatment shall not adversely affect the wetland by disrupting the normal range of
water level fluctuation of the wetland as it existed prior to construction ofthe wetlands stormwater discharge facility. Normal range
of water level fluctuation wili be defined as the maintenance of the fluctuating water surface changes between the normal low water
and the normal high water of the wetland system so as to prevent the desiccation or over impoundment of the wetland. The
Department shall use water level data, lines on the trees, adventitious roots or other hydrological and biological indicators to
determine the normal low and normal high water levels. Upland detention may be necessary to attenuate peak flows and meet the
water level fluctuations specified above. When the normal range of water level fluctuations has been artificially altered, the
Department shall establish an acceptable range of water level fluctuation based on historical information as to the previous size and
nature of the wetlands, if available. If such information is not available, the range of water level fluctuation shall be derived from
sound scientific principles or from analysis of other natural wetland systems in the vicinity.
(d) the wetlands stormwater discharge facility must be able to contain the runoff as specified in Section 62-25.042(6)(b),
F.A.C. within thc wetlands. Where the wetlands stormwater discharge facility alone cannot contain the runoff volume specified in
(b) above within the water level ranges specified in (c) above, the other best management practices of the storm water management
system shall not adversely affect the ability of the wetlands storm water discharge facility from meeting the requirements of this
section. The design features ofthe facility shall maximize residence time of the stormwater within the wetland. The outfall structure
shall be designed to bleeddown the volume specified in Section 62-25.042(6)(b) in no less than 120 hours with no more than
one-half ofthe volume to be discharged within the first 60 hours.
(e) storm water shall be discharged into the wetlands utilized so as to minimize the channelized flow of stormwater by
employing methods including, but not limited to, sprinklers, overland flow or spreader swales.
(f) facilities which receive stormwater from areas which are a potential source of oil and grease contamination in
concentrations exceeding applicable water quality standards shall include a baffle, skimmer, grease trap or other mechanism to
minimize the amounts of oils and greases entering the wetlands utilized for stormwater treatment.
(g) erosion and sediment controls shall be used during construction and operation of the facility to minimize sedimentation of
the wetlands utilized for stormwater treatment. The sediment control mechanism shall be built in the uplands and be of sufficient
size and design to minimize resuspension and discharge of collected sediments into the wetland and to allow for recurring
maintenance removal of sediments without adverse impact to the wetland.
(7) The operation phase of this permit shall not become effective until:
- 103
(a) an engineer certifies that the wetlands stormwater discharge facility has been constructed in accordance with the design
approved by the Department. Within 30 days after completion of construction of the wetlands stormwater discharge facility, the
permittee shall submit the certification and two copies of as-built drawings and notifY the Department that the facility is ready for
inspection. The certification prepared by an engineer (not necessarily the project design engineer but one who has been retained or
employed by the permittee to provide professional engineering services during the construction phase of project completion) shall
be made on forms provided by the Department. The engineer shall certifY therein that the facility has been constructed substantially
in accordance with approved plans and specifications, and that any deviations will not prevent the facility from functioning in
compliance with the requirements of this chapter. The engineer shall note and explain substantial deviations from the approved
plans and specifications. The certification shall be based upon on-s,ite observation of construction (scheduled and conducted by the
engineer or by a project representative under his direct supervision) for the purpose of determining if the work was completed in
compliance with approved plans and specifications;
(b) the permittee submits to the Department documentation that adequate provisions have been made for the operation and
maintenance ofthe facility and for meeting any special permit conditions, such conditions may include water quality monitoring.
(8) In order to establish a reliable, scientifically valid data base upon which to evaluate the performance standards and the
performance of the wetlands storm water discharge facility, a monitoring program may be required. Monitoring programs shall
provide the Department with comparable data for different types of wetlands and drainage designs. Data to be collected may
include, but not be limited to, sedimentation rate, sediment trace metal concentrations, sediment nitrogen and phosphorus
concentrations, changes in the frequency, abundance and distribution of vegetation and inflow and outflow water quality for
nutrients, turbidity, oils and greases, bacteria and other parameters related to the specific site conditions. Inflow and outflow water
quality parameters will be monitored on such storm event occurrences as established by the Department based on a site specific
basis. Analytical data must be provided using standard procedures prescribed by a Department approved Quality Assurance Plan
and reported in a format provided by the Department. The Department shall eliminate the requirement to continue the monitoring
program upon its determination that no further data is necessary to evaluate the performance standards or ensure compliance with
the performance standards and applicable water quality standards.
(9) A permit issued pursuant to this section shall be valid for a period of up to five years from the date of issue unless an earlier
renewal date is specified by the Department. Both construction and operation of the facility will be covered by the initial permit.
(10) If the facility will continue to operate after the expiration date of the initial permit, the permit must be renewed. A permit
may be renewed upon submittal to the Department of a certification that the facility is operating in compliance with the
performance criteria of this section and is not causing water quality violations of downstream waters. The certification shall be
treated as an application for permit renewal for purposes of the time provisions specified in Section 120.60, ES.
(II) The permit may be transferred only pursuant to Florida Administrative Code Section 62-4.120. Upon transfer, all original
permit conditions, schedules and criteria continue to be applicable.
Specific Authority 373.026(7),373.043,373.4145,403.805(1) FS. Law Implemented 373.4145 FS. HistoT'r-New 5-8-85, Formerly 17-25.042.
62-25.050 Delegation.
(1) The Department may, after notice in the Florida Administrative Weekly pursuant to the provisions of Chapter 120, Florida
Statutes, delegate to either local governments or water management districts seeking such delegation, as provided in Sections
403.182,403.812, Florida Statutes, and this rule, the authority to process notices, issue or deny permits, initiate enforcement
actions, and monitor for compliance as provided in Sections 403.182,403.812, Florida Statutes, and this section. Delegation shall
not include the authority for a local government or a water management district to issue or deny permits for its own activities except
replacement items or maintenance of existing facilities.
(2) A water management district which has been delegated stormwater regulation pursuant to this section may establish
alternative requirements which protect the designated uses of waters of the state provided that the alternative requirements are
approved by the Environmental Regulation Commission pursuant to Section 403.804, Florida Statutes and have been incorporated
by reference as department stormwater rules in Section 62-25.090, EA.C. These aiternative requirements incorporated as
department rules shall apply in lieu of the provisions of this chapter in the area of delegation, and applicable surface water
management and stormwater permit discharge standards shall be applied in one permit proceeding. Following delegation to a water
management district, those activities within the district that meet the exemption criteria of Section 62-25.030(1), EA.C., shall be
exempt from the requirements of Section 62-4.242, EA.C., regarding Outstanding Florida Waters.
(3) A local government which has been delegated stormwater regulation pursuant to this rule may also establish by rule,
ordinance or local law, alternative requirements provided the Department determines such alternative requirements are compatible
with, or more stringent than, those imposed by this chapter.
Specific Authority 373.026(7),373.043,373.4145,403.805(1) FS. Law Implemented 373.4145 FS. History-Formerly 17-4.248, Amended and
Renumbered 2-1-82, Amended 1-26-84,5-8-85, Formerly ]7-25.05,17-25.050.
- 104
62-25.060 Relationship to Other Permitting Requirements.
(1) Whenever the construction of a new stormwater discharge facility requires that a dredge or fill permit be secured pursuant
to Sections 62-312.150 or 62-312.160 or Chapter 62-312, Florida Administrative Code, or whenever other rules of the Department
require that a permit, Section 401 Federal Clean Water Act certification or other certification be secured, all applicable stormwater
requirements under this chapter shall be reviewed as part of those permit applications. A separate permit application under this
chapter shall not be required. If the applicant requests a separate stormwater permit, the applicant must notifY the Department of
any other Department permits, exemptions, or certifications which have or will be requested for the project.
(2) The permit requirements of Chapter 62-4 or other applicable rules, rather than those of this chapter, shall apply to
discharges which are a combination of stormwater and industrial or domestic wastewater or which are otherwise contaminated by
non-stormwater sources unless:
(a) the stormwater discharge facility is capable of providing treatment of the non-stormwater component sufficient to meet
state water quality standards; and
(b) the applicant requests that the permit requirements of this chapter apply.
Specific Authority 373.026(7), 373.043, 373.4145, 403.805(1) FS. Law Implemented 373.4145 FS. History-Formerly 17-4.248, Amended and
Renumbered 2-1-82, Amended 1-26-84,5-8-85, Formerly 17-25.06, 17-25.060.
62-25.080 General Provisions.
Nothing under this chapter shall preclude:
(1) stormwater effects from being considered in the evaluation of other types of permits where such consideration is relevant to
a determination of compliance with applicable Department requirements;
(2) the legal joinder in a permitting proceeding under this chapter of persons who own or control unpermitted stormwater
discharge systems which comprise a significant portion of the stormwater discharge facility;
(3) the Department from taking appropriate legal action including but not limited to the requiring of a permit to prevent the
impairment of a use for which a water of the state has been designated under Chapter 62-302, Florida Administrative Code;
(4) the Department from entering interagency or interlocal agreements to accomplish the provisions of this chapter.
Specific Authority 373.026(7), 373.043, 373.4145, 403.805(1) FS. Law Implemented 373.4145 FS. History-Formerly 17-4.248, Amended and
Renumbered 1-20-82, Formerly 17-25.08, 17-25.080.
62-25.801 General Permit for New Stormwater Discharge Facilities.
(1) A general permit is hereby granted to any person for the construction and operation of the following types of new
stormwater discharge facilities as set forth in Section 62-25.035, EA.C., provided that notice to the Department pursuant to Section
62-4.530 is submitted on Form 62-25.900(2) Revised April 1985. This general permit shall not expire and shall not be subject to
Section 62-4.540(13) unless suspended or revoked in accordance with Section 62-4.530(4):
(a) facilities which discharge into a stormwater discharge facility which is permitted pursuant to Section 62-25.040, EA.C. or
Section 62-25.035(1)(b) or (d), EA.C. or which was previously approved pursuant to a noticed exemption under Section 62-25.030
where the appropriate treatment criteria specified in Chapter 62-25 and applied to the permitted or exempt facility are not exceeded
by the discharge; however, this exemption does not authorize discharge to the permitted or exempt facility without the facility
owner's prior written consent; or,
(b) facilities which provide retention, or detention with filtration, of the runoff from the first one inch of rainfall; or, as an
option, for projects or project subunits with drainage areas less than 100 acres, facilities which provide retention, or detention with
filtration, of the first one-half inch of runoff. However, facilities which directly discharge to Outstanding Florida Waters shall
provide additional treatment pursuant to Section 62-25.025(9), EA.C.; or,
(c) modification or reconstruction by a city, county, state agency, special district with drainage responsibility, or water
management district of an existing storm water management system which is not intended to serve new development, and which
will not increase pollution loading, or change points of discharge in a manner that would adversely affect the designated uses of
waters of the state; or
(d) facilities of stormwater management systems that include a combination of management practices including but not limited
to retention basins, swales, pervious pavement, landscape or natural retention storage that wiII provide for the percolation of the
runoff from a three-year one-hour design storm.
(2) Except as provided in subsection (1), this general permit is subject to the general conditions of Section 62-4.540 and the
following special conditions:
(a) the stormwater discharge facilities shall be designed and constructed in accordance with the design and performance
standards set forth in Section 62-25.025, EA.C.; and,
(b) adequate provisions have been made for the operation and maintenance of the proposed facility; and,
(c) the design, construction and operation of the stormwater discharge facility shall comply with all other applicable
requirements of Chapter 62-25, EA.C.; and,
(d) the pemlittee shall submit appropriate design analyses, calculations, drawings, specifications and other information
necessary to describe, document and verify that the proposed storm water discharge facility qualifies for the general permit; and
- 105
(e) the permittee or engineer of record shall file with the Department within 30 days after the facility's completion of
construction an as-built certification that the new stormwater discharge facility, as constructed, qualifies for the general permit.
(f) this general permit does not relieve the permittee of the responsibility for obtaining a dredge and fill permit where it is
required.
Specific Authority 373.026(7), 373.043, 373.4145, 403.805(1) FS. Law Implemented 373.4145 FS. History-New 5-8-85, Formerly 17-4.71,
17-4.710,17-25.801.
62-25.900 Stormwater.
(1) Application for New Stormwater Discharge Facility Construction Permit, May 8, 1985.
(2) Notice of Intent to Use General Permit (Section 62-4.710, EA.C.) for New Stormwater Discharge Facility Construction,
May 8,1985.
(3) Regional Stormwater Discharge Facility Biannual Report, May 8,1985.
(4) Application for Wetlands Stormwater Discharge Facility Permit, May 8, 1985.
Specific Authority 373.026(7),373.043,373.4145, 403.805(1) FS. Law Implemented 373.4145 Amended 3-31-84,5-8-85, Formerly 17-1.215,
Formerly 62-1.215.
- 106
2280 Watertown Road, Long Lake, MN 55356-9419
952.476.4434. Fax 952.476.5863 . nw@weberarchitects.com
TRANSMITTAL:
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Neil Weber, AlA
Weber Architects & Planners
110 ~ 1.bt>4--
To: Todd Morley
Building Official
City of Cape Canaveral 2280 Watertown Road, Long Lake, MN 55356-9419
952.476.4434' Fax 952.476.5863 . nw@weberarchitects.com
From: Neil Weber, AlA
Weber Architects & Planners
Below are responses to each of your questions. I am faxing to you again the original
responses to your first review. Also the Addendums A1 and A2 will be faxed with the
mecharilcal lelectrical addendums, a list of M/E changes and M/E specs. You have had all this
inforrnation...but ! will fax it to you again.
T7;idt W~
.
PLAN REVIEW CORRECTION SHEET
Date of Review: October 26, 2004 Applicant Name: Ralph W. Paul
Project Name: Country Inn Suites Phone Number: (407) 599-5858
Project Address: 9000 Astronaut Blvd. Fax: (407) 599-5850
The following items were noted on your submittal as areas requiring correction and/or clarification.
Please address each comment by its corresponding number. You may fax replies to (321) 868-1247. If you have any questions
about this plan review please call (321) 868-1222 and ask to speak with the plans examiner.
2nd Review
Informational notes and status update:
. Discrepancy corrected regarding number of units: There will be 152 rooms.
(This was explained in the original response to your first code review on 14 Sept.-It
will be faxed to you again.)
. Who is the threshold inspector?
(This information will be given to you by the General Contractor.)
. Gas piping not shown to be bonded, but will be required.
(Gas piping is called out to be bonded in Section 16000 subsection4.3 of the
specifications.)
. Cape Canaveral Fire Department indicated that sufficient information was available to allow the
issuance of the building permit prior to the Fire Sprinkler and Fire Alarm permits.
Please provide:
General
l. Completed permit application (front and back) indicating all subcontractor information.
Please provide.
(Ralph Paul of RW Paul Construction will submit this list to you at the time he picks up
the permit.)
2. OK
3. OK
4. OK
5. OK
6. OK
Building
7. OK
8. OK
9. OK
10. OK
11. Information regarding opening protection, internal pressure coefficients and enclosed/partially
enclosed designation. FBC 16.
Have:
It is understood that the building is designed as fully enclosed.
Pressure coefficients are properly documented.
Need:
Opening protection has yet to be specified. Window and Door testing laboratory approvals
indicating method of attachment achieving design pressures as indicated on sheet S-O is
required.
(Approvals of windows will be provided by General Contractor who will receive them
from the window supplier.)
12. OK
13. Completed Energy Forms per FBC Ch. 13, sub-chapter 4.
Please provide.
(The original calculations were sent directly from the Engineer...l will have them send
them again to you.)
14. OK
15. Information regarding non-exempt quantities of all Hazardous Materials anticipated being stored on-
site. (particularly laundry chemicals) FBC 308.
Response indicates the existence of Addendum A-I, which has this information available for
review. Please provide this Addendum.
(Addendum A1 will be faxed to you.)
16. OK
17. Regarding rated walls, identify tested assemblies by reference, removing all options. Note: It is
recognized that an 8" CBS wall is generally accepted as a 2-hr. assembly. FBC 70l.
Response indicates the existence of Addendum A2, which indicates that the detail of wall section
type C is available for review. Please provide this Addendum.
(Addendum A2 will be faxed to you.)
18. OK
19. OK
20. OK
21. Life Safety Plan indicating travel distances to exit discharge. FBC TI004.
Response indicates the existence of Addendum A-I, which has this information available for
review. Please provide this Addendum.
(Addendum Ai will be faxed to you.)
22. OK
23. OK
24. OK
25. OK
26. OK
27. OK
28. EIFS product installation specifications. FBC 1403.
Response indicates that this item is available in the amended project specs. Please provide these
amended project specs.
(Addendum Ai will be faxed to you.)
29. Attachment specifications for exterior architectural foam. FBC 1404.
Response indicates that this item is available in the amended project specs. Please provide these
amended project specs.
(Addendum Ai will be faxed to you.)
30. OK
31. OK
32. OK
33. Product and installation specifications for lightweight concrete and taper foam systems.
Response indicates that shop drawings are available. Please provide shop drawings.
(Shop drawings will be supplied by subcontractor for approval prior to installation of
the product....a copy of approved shop drawings can and will be provided at the time
we have them. Shop drawings will comply with Section 07552 of the specifications.
34. Product and installation specifications for metal roofing.
Response indicates that shop drawings are available. Please provide shop drawings.
(Shop drawings will be supplied by Subcontractor for approval prior to installation of
the product...a copy of approved shop drawings can and will be provided at the time
we have them. Shop drawings will comply with Section 07411 of the specifications.
35. OK
Mechanical
36. OK
37. OK
38. Condensate disposal detail. FMC 307
Detail does not specify the termination of the condensate disposal. Only two notes were seen on
the plan:
1. "Nearest Floor Drain", and
2. "Code Approved location".
FBC 104.2.1 requires that such information shaH be specific and the word "legal" or its
equivalent shall not be substituted for specific information.
Explanation: What we are looking for is that some thought has gone into disposing of the
condensation that will be in accordance with FMC 307.2.1
(Notes on the condensate detail are applied to general notes on sheet M1.1-note #14,
sheet M1.2-note #4, sheet M1.3-note #4, and sheet M1.4-note #3. All notes call for
discharge stack to be 18" above grade and you have referenced.)
39. Fireplace specifications.
Unable to find the specifications.
(The fireplace specs are part of Addendum A2...which is being faxed to you.)
40. OK
41. OK
42. OK
Plumbing
43. Complete plumbing plans, including material specifications and isometrics for DWV, Storm and
supply.
Isometrics look good, although I did not see a riser for the storm water from the roof. Please
help me to understand where the risers match up to the floor plan.
(Roof plan shows the location of the roof drains and overflows---sheet A 1.5. Location
of roof drain and overflows are shown on sheets M1.1, M1.2, M1.3 and M1.4. Sheet
M1.1 shows how the roof drain leaders are tied together at the lower level.)
44. Roof drain and leader calculations. FPC 1106
Unable to find the specifications.
(Square footage for each roof drain is listed on sheet M3.1 dated 24 August 2004 and
all storm sewer mains indicate square footage load at each pipe size shown on sheet
M1.1 dated 24 August 2004.)
45. Water heater pan disposal detail. FPC 504.7
Unable to find the specifications.
(Sheet M1.1 indicates (2) 3" floor drains at water heater locations.)
46. Overflow roof drains/scuppers. FBC 1511.6.4.3.
Unable to find the specifications.
(Same response as #44)
Electrical
47. OK
48. OK
49. OK
50a. OK
Gas
50. OK
14 September 2004
The following code review was done by Todd Morley (Building Official for the City of Cape
Canaveral). Responses to his comments are in bold face type and are incorporated into Addendum
A 1 as to become part of the construction documents.
Attached to this code review is Addendum A 1 which in addition to the comments made in the body of
the code review address the issues raised.
)(dI UlJ~
Neil Weber, AlA
Weber Architects & Planners
PLAN REVIEW CORRECTION SHEET
Date of Review: August 16, 2004 Applicant Name: Ralph W. Paul
Project Name: Country Inn Suites Phone Number: (407) 599-5858
Project Address: 9000 Astronaut Blvd. Fax: (407) 599-5850
The following items were noted on your submittal as areas requiring correction and/or clarification.
Please address each comment by its corresponding number. You may fax replies to (321) 868-1247. If you have any questions
about this plan review please call (321) 868-1222 and ask to speak with the plans examiner.
Informational notes and status update:
. Cape Canaveral Fire Department will review architectural plans for emergency, egress and other
items On a separate review sheet.
. Some items of this review may be duplicated in the Fire Department review.
. Occupancy classifications: Rl Hotel and A2 Small Assembly.
(As shown on plans)
. Discrepancy appears to exist regarding number of units: All previous approvals and the permit
application indicate 152 rooms; however the plans appear to indicate 150 rooms. Please clarify.
(Originally the two rooms-shown as rooms #154 and #155-Meeting rooms were to be both
meeting rooms and guest rooms-it turns out that the structural system used does not lend
itself to be used as a guest room-we are therefore using them only as small meeting rooms.)
. A proposed AlA access design document has been prepared which would require minor alteration
of proposed ingress/egress. Please contact this office if you would like a copy.
(We have been given a permit for an access as shown on our plans and are planning to install
that plan.)
1
. Remaining portion of site plan review fee of $165 is due.
. Rooftop condensing units (RTU's) shall be screened from view.
(These units are screened by the metal roof at the edge. Please see the building sections which
show this.)
. RTU's appear to ALL be installed on 2x12 curbs where roofing does NOT extend under unit. This
is approved by code as long as the top of the curb is at least 8" above the top of the roof surface.
However, please be aware that if this installation changes and the roofing DOES extend under the
RTU's, code would require the RTU's to be mounted on an approved engineered equipment
support stand elevated per FBC T151l.7. All RTU's are required to be fastened in such a way as
to meet the 130 MPH wind load.
(This has been verified by mechanical.)
. Some ADA specifications are not indicated on Sht. A5.2. All ADA specifications are required to
be met where appropriate whether shown or not.
(The sheet containing the unit plan indicates that we have met the required number of
accessible plans. We have indicated which ones are to meet ADA. Shop drawings will be
submitted to verify compliance with all requirements.)
. All condensate-producing Air Handler units will require a secondary condensate line, float switch
or other approved device designed to serve as alarm that the primary line is blocked.
(This has been verified by mechanical.)
. Since a commercial pool is planned for this development, the designer should be aware of the
interfacing requirements ofFBC 424.
(Pool designer will verify that these standards are met at the time of submittal of the pool
design.)
. All water closet bowls shall be ofthe elongated type. FPC 420.2
(This has been verified by mechanical.)
. Florida Power and Light contact person indicated on Sht. E4.1 has retired. New contact person is
Ms. Rebbie Benoit. Ms. Benoit can be contacted at the same phone number.
(Ms. Benoit has been contacted.)
Please provide:
General
l. Completed permit application (front and back) indicating all subcontractor information.
2. Sprinkler system design approved by Cape Canaveral Fire Department.
3. Fire alarm system design approved by Cape Canaveral Fire Department.
4. MEP engineering.
5. Copy of SJR WMD permit.
6. Copy of FDOT permit.
(Copies of permits will be or have been submitted by contractor/owner.)
Building
7. Correct Code reference on architectural cover sheet. (Should read Florida Building 2001, not 2002.
(This item has been properly indicated.)
2
8. Correct Code reference on structural drawings. All structural design shall be according to FBC 2001
and ASCE 7-98. Structural Engineer will be required to re-evaluate structure and provide
documentation indicating the structure is designed in accordance with this standard. FBC 1601.
(Structural engineer has properly designated that the documents meet this standard.)
9. Correct Exposure Category classification. The entire City of Cape Canaveral is exposure category
"e" .
(We understood this and this is what was used for design and is indicated on documents.)
10. MWFRS pressures in accordance with T1606.2.
(This will be verified and documented-shown on sheet S-O -indicating performance
characteristics and design wind pressures.)
11. Information regarding opening protection, internal pressure coefficients and enclosed/partially
enclosed designation. FBC 16.
(This has been verified and documented-see #10.)
12. Threshold inspector to inspect steel coverage to earth and forms, including columns. (Not indicated on
threshold inspector's methodology).
(The structural engineer has added this information to sheet S-O.)
13. Completed Energy Forms per FBC Ch. 13, sub-chapter 4.
(Forms have been completed by mechanical engineer and submitted.)
14. Indicate termite protection. FBC 1403.1.6 1816 2116 2303.1.4 and 2304.
(Termite protection issues are addressed as follows: #1. 1403.1.6-Clearance of a min of 6" is
addressed in spec Section 07240 1.3.A.6.b which actually calls for a clearance of 8" - #2. FBC
1816---Section 02280 added to specification in Addendum AI. #3. FBC 2116 -Does not apply
since we have no cavity wall construction with an air space. #4. FBC 2303.1.4-an addendum to
spec. Section 01110.1.4.C has been added to eliminate the issue of burial of debris. #5. FBC
2304-See Addendum Al which addressed in addendum Al spec Section06100.2.1.AA.
15. Information regarding non-exempt quantities of all Hazardous Materials anticipated being stored on-
site. (particularly laundry chemicals) FBC 308.
(There will be no materials stored on site that fall under this section. We have added an item in
Addendum AI..Spec. Section 01110.1.4.D)
16. Specifications as to how the 1-hr. protection is achieved. See architectural cover sheet which indicates
the building is Type V, I-hr. protected.
(As per our phone conversation, the classification is listed as Type V, Protected.)
17. Regarding rated walls, identify tested assemblies by reference, removing all options. Note: It is
recognized that an 8" CBS wall is generally accepted as a 2-hr. assembly. FBC 701.
(Wall assemblies with tested assemblies are listed on drawings-see sheet AS.I)
18. Regarding rated assemblies (horizontal and vertical); provide penetration firestop details which specify
type and size of penetrations and how the rating of the assembly will be maintained at the penetration.
(Include manufacturer specifications for collars, intumescent wraps, etc.) FBC 701.
(Fire stopping is specified in Section 07840-this section specifies all required fire stopping
locations, allowed suppliers and the products to be used.)
19. Rated wall legend which clearly indicates appropriate ratings of vertical assemblies.
(Veridical assemblies will again be reviewed and documented on wall legend.)
20. Ratings of doors and doorframes in rated walls. Indicate closures and latching mechanisms. FBC
1009.2.
(Ratings of assemblies are listed on the door schedule. The hardware schedule lists the closures
and mechanisms. Shop drawings can be submitted at the approval time for verification.)
3
21. Life Safety Plan indicating travel distances to exit discharge. FBC TlO04.
(See attached document to this report for a description of requirements and our compliance to
them.)
22. Discharge width of all stairways, including projection of handrails. FBC TI004.
(The width of stairways is listed on drawings-sees stair D dimensions.)
23. Detail showing stairs leading to roof (ladder not permissible). FBC 1008.
(Stair B has been revised to indicate a standard stair leading to the roof as requested by both
your and the Fire Inspector.)
24. Net clear opening dimension of roof hatch access.
(The stair to the roof is now done by a door and not a roof hatch. This is shown on the
drawings.)
25. Correct elevations relative to the N.G.Y.D. (See elevation sheets and floor plan sheets)
(The buildings first floor elevation is listed on the civil documents as 8' above sea level. The
assumed elevation for architectural purposes are listed as 100'0"...this is to be taken as the same
as the sea level elevation.)
26. Trash chute specifications. FBC T705.1.2.
(There is no trash chute on job. We have removed it from the preliminaries.)
27. Refuse Room specifications. FBC T705.1.2.
(The refuse room has been removed with the removal of the trash chute. Refuse will be taken out
immediately upon being brought to the first floor.)
28. EIFS product installation specifications. FBC 1403.
(EIFS spec is Section 07240. This section has been amended to meet FBC 1403-See Addendum
Al Section07240 for compliance to FBC Section 1403 and 1404.)
29. Attachment specifications for exterior architectural foam. FBC 1404.
(Attached foam as used in Section 07240 is covered as part of the total system. The attachment of
the foam is part of the approved system. See #28 above.)
30. Clarification: is Rm. 201 intended to be an accessible room?
(Yes. Please see calculation and indication of accessible units on unit drawing sheets.)
31. Calculations regarding Accessible Transient Lodging with Florida specific provisions. (See attached)
Specify grab rails, open-frame beds, ADA water closets, visual alarms, door and doorway widths and ro11-
in showers where required.
(Calculations and indications of the appropriate units have been shown on drawings.)
32. Parapet wall construction detaiL
(Detail has been shown.)
33. Product and installation specifications for lightweight concrete and taper foam systems.
(Roof and taper foam is specified in Section 07552 and lightweight concrete is specified in
Section 03521. Shop drawings can be submitted if desired when submitted by contractor for
approval.)
34. Product and installation specifications for metal roofing.
(Product is shown in Section 07411 of the specifications. Roof is to be installed as per structural
requirements. Shop drawings can be submitted when received from subcontractor.)
35. Clarification: Detail 7 on sheet A5.3 indicates a step-down of 10". Detail 5 on same sheet indicates
step-down is located at exterior door. This appears to be a violation of FBC 1012.1.3, which requires no
more than a y;" grade differential at exterior doors.
4
(Detail has been changed to meet the ~" requirement at exterior door. The intent is to have the
washers and dryers on a 10" slab for ease of use and the step at the exterior door has been
eliminated.)
(Items 36-50 will be reviewed with M & E to insure compliance)
Mechanical
36. Detail regarding hood and suppression system in food prep area.
(There is no hood or suppression system needed since there is no kitchen.)
37. Clarification regarding the words "Trash" and "Pump Room" indicated at the Laundry Room depicted
on Sht. M2.1.
38. Condensate disposal detail. FMC 307
39. Fireplace specifications.
40. Mechanical damper locations and specifications. FMC 607
41. Provisions for balanced return air. FM C 601.4
42. Dryer duct sizes and dryer specifications (cfm) FMC 504
Plumbing
43. Complete plumbing plans, including material specifications and isometrics for DWV, Storm and
supply.
44. Roof drain and leader calculations. FPC 1106
45. Water heater pan disposal detail. FPC 504.7
46. Overflow roof drains/scuppers. FBC 1511.6.4.3.
Electrical
47. Electrical load calculations. (Note: 2V A/sflighting per NEC T220.3A)
48. Electrical plan for roof.
49. Smoke detector layout. Note: smoke detectors in rooms connected by a communicating door shall be
interconnected.
50a.Gas piping shall be bonded.
Gas
50. Provide gas layout and riser.
5
2280 Watertown Road, Long Lake, MN 55356-9419
952.476.4434. Fax 952.476.5863 . nw@weberarchitects.com
14 SEPTEMBER 2004
ARCHITECTURAL ADDENDUM A-1
COUNTRY INNS & SUITES
CAPE CANAVERAL, FLORIDA
This addendum shall be added to and become a part of the original plans and
specifications. All items shall be as originally specified or drawn, unless
specifically amended by this or subsequent addenda.
CHANGES TO DRAWINGS;
All changes to architectural drawings are indicated on each of the sheets as R1
and dated 14 September 2004.
ADOPTION OF PLAN REVIEW;
The original plan review conducted by Todd Morley, Building Official for the City
of Cape Canaveral with the responses (indicated in bold type) to specific issues
shown is included in this addendum. This includes the attached Life Safety Plan
dated 14 September 2004.
CHANGES TO SPECIFICATIONS;
1. SECTION 08710 DOOR HARDWARE
Add-- This section is added to the specifications.
2. SECTION 01110 SUMMARY OF \^JORK
Add--Subsection 1.4.C No 'vvood, vegetation, stumps, roots, cardboard,
trash, or other cellulose containing material shall be buried on the building
lot.
Add-Subsection 1.4.0 No material falling under FBC Section 308
Hazardous Occupancy shall be stored on site without verification that
storage of such material shall meet the code requirements.
3. SECTiON 07240 EXTERiOR iNSULATiON FiNISH SYSTEM
Change---Subsection 1.3.B.11 to read; Exterior Insulation Finish System
used on this project shall meet all requirement of the Florida Building
Code Section 1403 and 1403 for the exposure listed on the construction
documents (both architectural and structural). Each of the manufactured
system listed in Section 2.1.A manufacture systems to meet the code.
Before approval of the system, the subcontractor shall submit material as
stated in Section 1.4.A to meet all code requirements. The attachment of
the foam is to be part of the approved system.
4. SECTION 02280 SOIL TREATMENT
Add- This section has been added to indicate termite protection applied
to the soil.
5. SECTION 06100 ROUGH CARPENTRY
Add-Subsection 2.1.A.4-Wood used on this project shall be treated to
termite standards as required by the Florida Building Code.
I hereby certify that this addendum was prepared by me or under my direct
supervision and that I am a duly licensed Architect under the laws of the State of
Florida.
//
~ V~~-
Neil Weber, AlA
Reg. Number AR0017512
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Based on 200 sf of 9r{)5S unit space = 9Q people/floor , 11 ~ 11- .,
. 1/
I::xit Width,--(usilio 'Hble 1iIJ(4) " -!~!
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Level-~-- 90 x .2= 18" [; I"..... .{
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BQth are less that the 36" door and 5'0" Qorridol' .< 1 j("', "eu
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Travel Distance... .' fl~I"'"'
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Th~ Nolil1 Corridor belween exits is a total pI '184' Hflll the .,... ..1. .', "1'1-' ....
dist0!1Ce is 94" j' ..... . '._:.. '': ,
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NOl1h / South Corridor'-' rr" ( CI) ,;;1 in ~~.~., .' i
. ........ "irir
Th., Nortil Corridor distancQ between exits is a Iota I pI "176'. Half the .XII m.l 'Cjjj1: 1. I I'~'; 1:;1
distFH1Ce is 88' '12.':.... .,f ".)CI~"
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SQuth Corridor--- 0 /,,; ,'>;h}.J,l' " "
T"'I $()(lth distancif between exits is a tolal of '144'. Half the ']".! " t..... .. '." _..~ L.", .j.,;. X.I ~
diHt;iHlce is 72', ,."1 "1 ! r ., '.n
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T.~.13LE 1004 INDICATES THAT IN A SPRINKLED SUIUNG THE ~ .
MA(( TRAVEL DISTANCE ALLOWED TO AN EXIT IS 325'. THIS , ,
It 1"''[ tl\ ;,(0 ;$
SUII-DING MEETS THAT ST.ANDARD. l'.HL ~ I H I~<;
I
LIFE SAFETY PLAN (TYPICAL FLOOR) l+~~
CAPE CANl\VERAL COUTIRY INNS & SUITES
SECTION 08710
DOOR HARDWARE I
PART 1 - GENERAL ~
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the contract, including General and Supplementary Conditions and
Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This section includes the following:
1. Furnish door hardware (for hollow metal, wood and aluminum doors) specified herein, listed in the
hardware schedule, and/or required by the drawings.
2. Where items of hardware are not definitely or correctly specified and is required for the intended
service, such omission, error or other discrepancy should be directed to the Architect prior to the bid
date for clarification by addendum. Otherwise furnish such items in the type and quantity
established 'by this sp,ecification for the appropriate service intended.
. .
.'
B. Related Sections. include .the following:
1. Finish Carpentry:.Section 06200
2. Hollow Metal Doors ~nd Frames: Section 08110
3. Wood Doors: Section 08210
4. Aluminum Entrances and Store Fronts: Section 08410; All hardware for Aluminum Doors to be
furnish by Section 08710 except weatherstrip.
5. Electrical: Division 16
1.3 REFERENCES
A. BMHA - Recommended Locations for Builders' Hardware.
B. NFP A 80 - Standards for Fire Doors and Windows.
C. NFP A 101 - Code for Safety to Life from Fire in Buildings and Structures.
D. UL - Building Material Directory.
1 A SUBMITTALS
L-r
A. Submit 5 copies of a detailed hardware schedule under the provisions of Division 1 Section "Submittal
Procedures" .
1. The schedule will be prepared under the direct supervision of a registered Architectural Hardware
Consultant (AHC) employed by the hardware distributor. The hardware schedule to be signed and
embossed with the DHI certification seal of the supervising AHC. The supervising AHC shall
attend any meeting related to the project when requested by the architect
2. Utilize the vertical format of scheduling and the practices outlined by the Door and Hardware
Institute (DHI).Confidential Page 1 9/30/2004
3. Include documentation for UL 10C or other approved testing agency stating hardware has passed
UBC Standard 7-2.
Country Inns & Suites, Cape Canaveral, Florida 1
08710-
B. Submit a keying schedule for review based on a approved hardware schedule and a conference with the
owner's representative.
C. Submit samples when requested by the Architect for approval in the specified finish.
D. Templates and approved hardware schedule to be furnished to each door and frame fabricator as
required.
1.5 QUALITY ASSURANCE
A. Furnish products of only one manufacturer for each type of hardware unless specified otherwise.
B. All submittals must be submitted in writing prior to bid and include product information along with
reason for changing from the minimum standards set by Carlson Properties. Substitution will be
approved by Robert Ruhland at 651-731-7127, Fax: 651-735-1800.
C. Properties not furnished by TCH Co. will be inspected for compliance by a local Ingersoll Rand rep.
D. Provide hardware tested and listed by Underwriters Laboratories.
E. Provide hardware for fire-rated openings conforming to FBC Standard.
F. Provide hardware for fire-rated openings conforming in compliance with NFPA 801995 Edition.
1.6 DELIVERY, STORAGE AND HANDLING
A. Deliver, store and handle in accordance with Division 1 Section "Product Requirements". Mark original
containers to correspond with the approved hardware schedule for the installation location.
B. Receive, inventory and store hardware in a secured and dry environment, protect against loss and
damage.
C. Report shortages to the Architect and hardware supplier immediately after receipt of material at the job
site.
D. General Contractor to contact TCH Co. for Carlson Company volume negotiated pricing.
1. Contact information:
a. Robert Ruhland, AHC 1-800-747-1980 Direct 651-731-7317
PART 2 - PRODUCTS
2.1 ACCEPTABLE MANUFACTURERS
PRODUCTS SPECIFIED ACCEPTABLE
1. Butt Hinges Ives Hager, PBB,Stanley
2. Flush Bolts Ives No Substitution
3. Exit Devices Von Duprin No Substitution
4. Locks and Latches Sch1age No Substitution
5. Pulls, Push Bars, Ives Hiawatha
PushlPull Plates
6. Coordinators Ives No Substitution
7. Closers LCN No Substitution
8. Protective Plates Ives Hiawatha
Q Overhead Stops Glyrm-Johnson No Substitution
/.
10. Wall Stops Ives DON-JO
Country Inns & Suites, Cape Canaveral, Florida 2
08710-
11. Magnetic Hold Opens LCN Dorma
12. Thresholds, Sweeps, Reese Pemko, NGP
weatherstrips, Gaskets
13. Key Cabinets Lund Key Controls, Telkee
2.2 BUTT HINGES
A. Acceptable manufacturers and respective catalog numbers:
Ives Hager Stanley PPB
1. 5PBl 1279 F179 PB8l
2. 5BBl BB1279 FBB 179 BB8l
3. 5BB 1 630 BBl19l FBB19l BB2l
4. 5BB lHW BB 1168 FBBl68 4B8l
5. 5BBlHW 630 BBl199 FBB199 4B2l
B. Furnish the following hinge quantities for each door leaf.
1. 3 hinges for doors up to 90 inches.
2. 1 additional hinge for every 30 inch on doors over 90 inches.
3. 4 hinges for Dutch door applications.
C. Weight and Type:
1. Standard weight: plain bearing hinge 5PBl for interior openings through 36 inches wide without a
door closer.
2. Standard weight: ball bearing hinge 5BBl for interior opening over 36 through 40 inches wide
without a door closer, and for interior openings through 40 inches wide with a door closer.
3. Heavyweight: 4 ball bearing hinge 5BBlHW for interior openings over 40 inches wide, and for all
vestibule doors.
4. Heavyweight: 4 ball bearing hinge 5BBlHW630 for exterior openings unless otherwise listed in
groups.
5. Butts for lockable doors opening outward shall have non-removable pin (NRP); other butts shall
have non-rising pins.
D. Size: Furnish doors with the following:
1. 1-3/4 inch Doors 4-1/2 inch by 4-1/2"
E. Provide proper butt width to clear trim and allow full 180 degree swing.
F. Butts shall have flat bottom tips unless otherwise noted in hardware groups.
2.3 FLUSH BOLTS AND DUST PROOF STRIKES
A. Acceptable manufacturers and respective catalog numbers:
Ives No Substitution
1. FB458
2. FB3lP
3. FB4lP
4. FB5lP
5. FB6lP
6. DP2
B. Furnish dustproof strike DP2 for bottom bolt.
2.4 EXIT DEVICES
A. Acceptable manufacturers and respective catalog numbers:
Country Inns & Suites, Cape Canaveral, Florida 3
08710-
Van Duprin No Substitution
1. 99 Series
B. Types, functions and ratings shall have deadlocking latch bolts.
C. Surface applied strikes shall be roller type unless otherwise noted in groups.
D. Devices to be equipped with a sound dampening feature to reduce touch pad return noise.
E. On full glass doors there shall be no exposed fasteners on the back of the mechanism visible through the
glass.
F. Provide thru bolts as required.
G. Devices shall be the product of I manufacturer.
H. Exit devices specified "LBR" are to be supplied with surface vertical rods with "Less Bottom Rod"
(LBR) and no strikes installed on the floor.
1. Hollow metal removable mullions shall be keyed and removed by a standard mortise cylinder.
J. Exit devices that are supplied with levers shall match trim design of locks and latches.
2.5 LOCKS AND LATCHES
A. Acceptable manufacturers and respective catalog numbers:
Schlage No Substitution
1. D Series Sparta
B. Furnish lock types and functions specified in the hardware schedule, with the following provisions:
1. Backsets: 2-3/4 inch
2. Strikes:
a. Wrought box type for the inactive leaf of pairs of wood doors, and wood frames.
b. ANSI A115.2 type for hollow metal doors and frames.
c. Lip length sufficient to protect trim, frame and inactive leaf
C. Furnish knurled lock lever handles on doors to stairs (exit stairs not included) loading platforms, stages,
boiler rooms, and other hazardous locations. Applied tape is not allowed on levers.
2.6 PULLS, PUSHBARS, PUSH/PULL PLATES
A. Acceptable manufacturers and respective catalog numbers:
Ives
1. Iinch diameter straight pull 8103EZ
2. I inch diameter pushbar and pull 9103EZ
3. Push/Pull Plate 82004 xl6
4. Pull 8102-8
B. Length of push bars shall be sufficient to mount each end on center of stile. Push bars on flush doors
shall be 3 inches less than door width. Mount all push bars and pulls back to back with shoulder bolts
and set screw. Set screw to be on the inside.
2.7 COORDINATORS
A. Acceptable manufacturers and respective catalog numbers:
Country Inns & Suites, Cape Canaveral, Florida 4
0871 0-
rves No Substitution
1. COR
B. Furnish a COR series coordinator for labeled pairs of doors equipped with automatic flush bolts and
those with vertical rod I mortise lock fire exit device combinations with overlapping astragals.
C. Furnish filler bars to fill the complete opening width, closer mounting brackets, carry bars, and special
preparation for top latches where applicable.
2.8 CLOSERS
A. Acceptable manufacturers and respective catalog numbers:
LCN No Substitution
1. 401114111 EDA
2. 1461FC/Pl46lFC
B. Closers shall use high strength cast iron cylinders and I piece forged steel pistons.
C. Closers shall utilize a stable fluid withstanding temperature range of + 120deg F to -30deg F without
seasonal adjustment of closer speed to properly close the door. Closers for fire-rated doors shall be
provided with temperature stabilizing fluid that complies with standards UBC 7-2 (1997) and UUOe.
D. Heavy duty closers shall have field adjustable spring power that at the low end is capable of meeting
A.D.A. requirements, and at the high end is capable of controlling a 44 inch exterior door.
E. Furnish complete with mounting brackets, drop plates, special shoes, and thru bolts as may be required
by the door and frame conditions.
F. Provide door closers for labeled doors, whether called for in the hardware groups or not.
G. Install closers on the room side of corridor doors, stair side of stainvays and interior side of exterior
doors.
H. Closers shall be the product of I manufacturer.
2.9 KICK PLATES AND MOP PLATES
A. Furnish protective plates as specified in hardware groups.
B. Kick plates shall be 10 inch high and 2 inch LDW (less door width). Except panel doors shall be 1" less
bottom rail height.
C. Mop plates shall be 4 inch high and 2 inch LDW (less door width).
D. Thickness to be (16 gauge) 0.050 inch Dull Brass.
E. Plates shall have countersunk holes and beveled (all four) edges.
2.10 OVERHEAD STOPS
A Acceptable manufacturers and respective catalog numbers:
1""\..
Glvnn-Johnson No Substitution
1. GJ90 Series
2. GJ1 00 Series
3. GJ450 Series
Country Inns & Suites, Cape Canaveral, Florida 5
08710-
B. Furnish GJ450 series overhead stop for doors equipped with regular arm surface type closers that swing
more than 140 degrees before striking a wall, for doors that open against equipment, casework,
sidelights, or other objects that would make wall bumpers inappropriate, and as specified in hardware
groups.
C. Furnish sex bolt attachments for wood and mineral core doors unless doors are supplied with proper
reinforcing blocks.
2.11 WALL STOPS AND HOLDERS
A. Acceptable manufacturers and respective catalog numbers:
Ives No Substitution
1. WS407CVX
2. WS407CCV
3. WSIIX
4. WS40
B. Where wall stops are not applicable, furnish overhead stops.
2.12 MAGNETIC HOLD OPENS
A. Provide types as listed in groups.
B. Acceptable manufacturers and respective catalog numbers:
LCN
1. SEM 7850
2. SEM 7830
C. Provide proper voltage and power consumption as required by Division 16.
D. Magnetic holder's housing and armatrrre shall be constructed of a die cast zinc material.
2.13 WEATHERSTRIP, THRESHOLDS, GASKETING
A. Acceptable manufacturers and respective catalog numbers:
Pemko National Guard Reese
1. Thresholds: 171A 425 S205A
2. Weatherstrip: 2891APK 700NA 755A
3. *Head & Jamb Gasket: S88D 2525 797B
4. Drip Cap: 346A 16A R201A
5. Sweeps: 18061CP B606A 964A
B. Where specified in the hardware groups, furnish the above products unless otherwise detailed in groups
C. *Furnish head/jamb gaskets and edge stile astragals for pairs, at fire labeled doors whether listed in
group or not. Provide material based on passing UL lOC, UBC test standard 7-2.
D. Coordinate with door manufacturer the intumescent fire and smoke material for fire rated openings as
required by door and frame manufacturer to comply with UL IOC, UBe test 7-2.
2.14 FINISHES AND BASE MATERIALS
^ Except where indicated otherwise in the hardware groups or herein, hardware finishes shall be applied
['-.
over base metals as specified in the finish schedule that follows.
Country Inns & Suites, Cape Canaveral, Florida 6
08710-
Finish Schedule:
HARDWARE ITEM FINISH AND BASE MA TERlAL
1. Butt Hinges
Exterior US4
Interior US4
2. Flush Bolts US4
3. Exit Devices US4
4. Locks and Latches US4
5. Pulls and Push PlateslBars US4
6. Coordinators Prime painted or mill alum.
7. Closers Powder coat aluminum
8. Protective Plates US4
9. Overhead Stops US4
10. Wall Stops and Holders US4
11. Thresholds Mill Aluminum
12. Weather-strip, Sweeps Drip Caps Aluminum Anodized Gold
13. Magnetic Holders Brass
14. Miscellaneous US4
2.15 KEYING
A. Key locksets and cylinders into a new Schlage Everest Master Key System.
B. Furnish 3 change keys each lock, furnish 6 master keys each set. Furnish 6 grand master keys.
C. Provide keying as required by owner's representative.
2.16 KEY CABINETS
A. Acceptable manufacturers and respective catalog numbers:
Lund Key Control Telkee
1. 1200-1205 AA M228-2480 RWC-A WC
2. Furnish 1 model 1200 or 1205 AA key cabinet with a capacity 1.5 times the number of key sets.
PART 3 - EXECUTION
3.1 EXAMINA nON
A. Examine doors, frames, and related items for conditions that would prevent the proper application of
finish hardware. Do not proceed until defects are corrected.
3.2 INSTALLATION
A. Before hardware installation, general contractor/construction manager shall coordinate a hardware
installation seminar with a 1 week notice to all parties involved. The seminar is to be conducted on the
installation of hardware, specifically of locksets, closers, exit devices, continuous hinges and overhead
stops. Manufacturer's representative of the above products to present seminar. Seminar to be held at the
job site and attended by installers of hardware (including low voltage hardware) for aluminum, hollow
metal and \vood doors. Training to include use of installation manuals, hard\vare schedule, templates and
physical products samples.
B. Install each hardware item in strict compliance with the manufacturer's printed instructions and
recommendations, using only fasteners supplied by or called for by manufacturer.
Country Inns & Suites, Cape Canaveral, Florida 7
08710-
C. Set units level, plumb and true to the line and location. Adjust and reinforce the attachment substrate as
necessary for proper installation and operation.
D. Install hardware on UL labeled openings in accordance with manufacturer's requirements to maintain the
label.
E. Install per door and/or frame manufacturer's supplemental "S" label instructions on fire rated openings.
F. Mortise and cut to close tolerance and conceal evidence of cutting in the finished work.
G. Drill countersink units which are not factory-prepared for anchorage fasteners. Space fasteners and
anchors in accord with industry standards.
H. Mounting Heights
1. Install hardware at mounting heights conforming to BMHA recommended mounting locations.
2. Install wall stops SOW and 60W to engage levers and pulls.
3. Do not mount wall stops on casework, cabinet work or equipment.
I. Deliver to the owner I complete set of installation and adjustment instructions, and tools as furnished
with the hardware.
J. Inspection of Hardware and Installation: The hardware supplier and manufacturer's representative
(locksets, closers, exit devices and overhead stops) shall visit the project after all the hardware has been
installed and shall notify the Architect if there is any hardware that has not been installed correctly. The
Contractor and hardware supplier shall furnish the Architect with written certification to this effect.
After the hardware is installed, the hardware supplier and manufacturer's representative shall meet with
the Owner to explain the functions, uses and maintenance of all types of hardware installed.
3.3 ADJUSTMENT AND CLEANING
A. At final completion, adjust and check each operating item of hardware and each door to ensure proper
operation and function of every unit. Lubricate moving parts with type lubrication recommended by the
manufacturer.
B. Replace unit that cannot be adjusted and lubricated to operate freely and smoothly as intended for the
application made.
C. Instruct owner's personnel in the proper adjustments of the hardware.
D. Clean and restore hardware to the original finish.
3.4 HARDWARE SCHEDULE
A. Furnish hardware items in the amount indicated unless additional hardware is required for a complete
and operable facility. Ensure completeness, proper function and proper application of hardware for each
door.
HW SET: 01
HmGES AS REQUIRED
1 EA EXIT DEVICE EL99NL VON
Country Inns & Suites, Cape Canaveral, Florida 8
08710-
1 EA CYLINDER INTERCHANGEABLE CORE
1 EA SURF ACE CLOSER 4111 SCNS LCN
1 EA SWEEP REE
1 EA THRESHOLD REE
1 EA WEATHERSTRIP REE
1 EA POWER SUPPLY PS873-2 VON
1 EA POWER TRANSFER EPT2 VON
CARD READER BY OWNER
HW SET: 02
HINGES AS REQUIRED
1 EA EXIT ALARM 2670 VON
1 EA CYLINDER INTERCHANGEABLE CORE
1 EA SURF ACE CLOSER 4111 CNS SRI LCN
1 EA SWEEP REE
1 EA THRESHOLD REE
1 EA WEATHERSTRIP REE
HW SET: 03
HINGES AS REQUIRED
1 EA PASSAGE LATCH DI0 SCH
1 EA SURF ACE CLOSER 1461 LCN
1 EA KICK PLATE IVE
1 EA STOP
1 SET GASKETING
HW SET: 04
HINGES AS REQUIRED
1 EA CLASSROOM LOCK D70 SCH
1 EA SURF ACE CLOSER 1461 CNS LCN
1 EA KICK PLATE rVE
1 SET GASKETING
HW SET: 05
HINGES AS REQUIRED
1 EA CLASSROOM LOCK D70 SCH
1 EA SURFACE CLOSER 1461 LeN
1 EA KICK PLATE IVE
1 EA STOP
PROVIDE GASKETING AT RATED OPENINGS
HW SET: 06
HINGES AS REQUIRED
1 EA CLASSROOM LOCK D70 SCH
1 EA STOP
HW SET: 07
HINGES AS REQUIRED
Country Inns & Suites, Cape Canaveral, Florida 9
08710-
1 EA PASSAGE LATCH DI0 SCH
1 EA OVERHEAD HOLDER 900H GLY
HW SET: 08
HINGES AS REQUIRED
1 EA PASSAGE LATCH DI0 SCH
1 EA STOP
HW SET: 09
HINGES AS REQUIRED
1 EA STOREROOM LOCK D80 SCH
1 EA SURF ACE CLOSER 1461 CNS LCN
1 EA KICK PLATE IVE
PROVIDE GASKETING AT RATED OPENINGS
PROVIDE SRI COATING ON CLOSER IN POOL AREA
HW SET: 10
HINGES AS REQUIRED
1 EA PASSAGE LATCH DIO SCH
1 EA SURFACE CLOSER 1461 LCN
1 EA KICK PLATE IVE
1 EA MAGNETIC HOLD-OPEN SEM 7850 LCN
1 SET GASKETING
HWSET: 11
HINGES AS REQUIRED
1 EA ACCESS CONTROL LK ACCESS CONTROL BY OWNER
1 EA SURF ACE CLOSER 1461 LCN
1 EA KICK PLATE IVE
1 EA STOP
1 SET GASKETING
PROVIDE SRI COATING ON CLOSER rN POOL AREA
HW SET: 12
HINGES AS REQUIRED
1 EA STOREROOM LOCK D80 SCH
1 EA SURF ACE CLOSER 1461 LCN
1 EA KICK PLATE IVE
1 EA STOP
PROVIDE GASKETING AT RATED OPENINGS
HW SET: 13
l-TTl\.Tn.PQ ~Q DPtlTTTDl:'r\
............~'.J.L..IU .l.!LU .L'>...L.I'<.V.L.L'LL..-J../
1 EA PR1VACY LOCK D40 SCH
1 EA STOP
Country Inns & Suites, Cape Canaveral, Florida 10
08710-
NOTE: All bathrooms to have split finish US4 outside and US26D inside.
HW SET: 14
HINGES AS REQUIRED
1 SET FLUSH BOLT FB458 rVE
1 EA DUST PROOF STRIKE DP2 rVE
1 EA CLASSROOM LOCK D70 SCH
2 EA OVERHEAD STOP 450F GLY
HW SET: 15
HINGES AS REQUIRED
1 EA STOREROOM LOCK D80 SCH
1 EA STOP
HW SET: 16
HINGES AS REQUIRED
1 EA ACCESS CONTROL LK ACCESS CONTROL BY OWNER
1 EA SURFACE CLOSER 1371 LCN
1 EA KrCK PLATE rVE
1 EA STOP
1 SET GASKETING
1 EA DOOR GUARD 482 rVE
1 EA DOOR VIEWER 698 rVE
HW SET: 17
HINGES AS REQUIRED
1 EA PRIVACY LOCK AL40 SCH
1 EA STOP
NOTE: All bathrooms to have split finish US4 outside and US26D inside.
Country Inns & Suites, Cape Canaveral, Florida 11
08710-
:;jeG IIUN 'Ufl~U
SOil TREATMENT
1. GENERAL
1.1. SUMMARY
A Section Includes:
1. Subterranean termite prevention treatment of soil areas scheduled to receive new construction.
2. Subterranean termite prevention treatment of new construction in progress.
1.2. SUBMITTAlS
A Product Data: Submit product label or accompanying labeling in accordance with the Federal Insecticide, Fungicide,
and Rodenticide Act
B. Quality Control Submittals:
1. Certificates: Evidence of installer's authorization to apply products under applicable state and local law.
2. Manufacturer's instructions: Submit manufacturer's directions for use.
C. Contract Closeout Submittals:
1. Project record documents:
a. Submit a cerliflCate signed by installer and contractor stating that treatment has been applied in
accordance with applicable goveming regulations and in accordance with this specfflcation.
b. Incorporate into the certifICate or attach thereto a plan drawing indicating actual application
locations and, for each location, noting methods and rates of application and including typical
sections or detai1s where necessary for clarity.
D. Warranty.
1.3. QUAliTY ASSURANCE
A. Installer Qualifications:
1. Ucensed to install specified products in the state in which the project is located and in the local jurisdiction.
2. A company installing products of this section and whose installations have performed in a satisfactory
manner under comparable conditions for a period of 5 years.
B. Regulatory Requirements:
1. Comply with applicable pesticide regulations of the state in which the project is located.
? Comply with applicable loc-a! pesticide regulations.
&..
1.4. WARP-ANTY
A Special Warranty:
t Submit installer's warranty against infestation of treated areas.
2. Warranty shall not reduce or otherwise limit any other rights to correction which the owner may have under
the contract documents.
'J \^/arranrf period: 5 years.
v.
B. Correction during the warranty period shall include not less that the following:
1. Retreatrnent of areas in which evidence of infestation is discovered.
2. Repairing, patching, removing, and reinstalling of building materials and soil materials when necessary to
facilitate retreatrnent following infestation.
3. Restoration, repair, or replacement of building materials (including permanent fixtures} that become
damaged by subterranean termites.
02280-1
-._---_.----- -- ~.
SECTION -02280
SOil TREATMENT
C. Transferability: While in force, warranty shall be fully transferrable to subsequent owners.
2. PRODUCTS
2.t TERMITICIDE
A Registered with the United States Environmental Protection Agency (EPA) for use as a termiticide under conditions
of use prevailing at the project site.
B. Registered with the applicable authorities in the state in which the project is located and with local governing
authorities, as applicable for use as a termiticide under conditions of use prevailing at the project site.
C. Products: Provide one of the following:
t Dursban T c.
3. EXECUTION
3.1. APPLICATION
A. Applytermiticide in strict accordance with manufacturer's instructions.
B. Apply termiticide at the maximum recommended application rates for the respective areas to be treated and methods
of treatment used.
C. Treat the entire structure. Do not leave any portion untreated.
D. Schedule treatment of new construction to occur when treatment may be applied directly to the soils and surfaces to
be treated, and prior to their concealment with subsequent construction.
3.2. CLEANING
A. Do not allow contamination of surfaces not intended to be treated. Follow manufacturer's instructions to completely
remove chemical from surfaces should contamination occur.
B. Remove from beneath the structure any cellulosic matEhial, wood that is not pressure-preservative treated, and
debris. Do not allow non-pressure-preservative treated wood to contact with or remain proximate to soil.
END OF SECTION 02280
-~,~"
".'
02280-2
2280 Watertown Road, Long Lake, MN 55356-9419
952.476.4434' Fax 952.476.5863 . nw@weberarchitects.com
24 April 2006
Mr. Todd Morley, Building Official
City of Cape Canaveral
105 Polk Avenue
Cape Canaveral, Florida 32920
Re: Country Inn & Suites
Dear Mr. Morley:
I understand that you need confirmation as to the sealing of the area surrounding
the duct to the outside of the building on the vertical heating/cooling units. I have
directed the contractor to proceed with the following directions. I trust this meets
with what your field inspector has requested. If there is any question please let
me know.
The procedure is;
1. We will pack the area around the duct with mineral wool insulation.
2. Seal the inside using Hilti Sealant CP 672 (this product is UL approved
and instructions are attached to this letter).
Thank you for your consideration in this matter.
Sincerely yours,
Neil Weber, AlA
Weber Architects & Planners
10.4.2ee6 11 :54 Hilt!, Inc. - >1321 '7844069 - Man 11: 54 AM - 10Apr2Blil6 P.3
~ Certificate of Compliance - UP 672 I:JJ .... ~
_. .- _..-- ~.'-
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Nollhbrool<, IUlIlOi$.fil47) Z72-Saoo
@un'denvriters laboratories 101:.8 MIllvlli\:. Now Yo,.' (S1~) 27Hi2OC
Satlta Clara. California' (408) 1185-2400
Reienteh Triangle Parll.
NMh i',Jl~ . (919) S49-1400
Carna~, W-<lll/1j~gfOn'I3601 !l17-5!iOO
CERTIFICATE OF COMPLIANCE
. ....- - ..--'-'....... .. . ....- .
CERTJFICA TE NUMBER.; 2.<J0798 ~ RJ,324.0B
l'!SUE DATE: .July 24, :1.998
If>~ued u,: Hil ti ConBtructior~ Chemicals Ine.
5400 S. 122nd East Avenue
Tulsa, OK 74146 USA
Iu:polt RcfcTcue",: R13240, December 3, 1993 / R14546' Vl S10
Thill is to Cel'lliy thai
repre~nt:all."e samples ot~ Sealant Spra.y, de$ignaced as CP 672 Joint Spray
H;l.ve been inveStigated by Underwriter!; La1.loratorles mc. in accordance with the Standard h.)
Indicated orl lhts Certificate_
Standard(sl for Sa1i:ty: UL 1479, F~re-: Tests of Through-Penetrac.ion
F~reetopG:
01.. 20'l9, Teet~ for Fire Resi~~~nce of Building
JoiIlt S)',;;~e1ll6.
Additional Intormal.lon,
'11~'~ a!-~.r,JY ~r. iot.t~LJdt:.1 1.(, ill: \ll:;~n >'HI .' .:~1 ~R;U: t~.1 FJ.l.!. V:'J.ill.
(II C.:.v~:-.~. !tIutt!'!'.l:&1 1..~ "'L~~'ll: 51".:;f.C'I..'I" ol,s t.ipt;,dt1r,;:J in 'Iu}umeo : .:;1' U1.tt~
{i":l'.7- F..il.:.: R{,:;:l'itof..utH':o;j h;~!;niij'.
Only lbase 11~'OdUt'" b~lIrillt tile 01. C1~aatioo Marking should be roosldertd ~ bdlll( cl>vercd by lJL'&
Cl_ificaticm allld 'Follow.[:p Srniee
'1 M Ul.. U:i; ~itlcali(ln M;u-king includes: the Illlllle "UIIGcrwriLCfs l.ilborllliJlies hlc," the vJUt'd "Cl:L~siricd"; a LOlllrol
llumbcl' (ilia:, he nlphunulIIl;l"ic) ass! gncd by lIL; a stll["m~nl ro intli"'lle lhl~ ~l((cn! uC tHo's evuluilliulI <Ii' thu pl\"ll.lllct;
IInd. lhe prrKlu!:1 catcgury n~me (pruLl"'!:l idenlity) ilS indh;lilcLl ill the l\[lpruprialc UL Directory,
IOU" I {)l~ -mr (l[ \1 ,SSlFl\ \T1\lN \1 \1~"-I!'.I. \)'11 TUF I'IWIll'CT
/ Ro.;.w En.-" 0-r-z-
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\lrWril~s ~ alt'lrlcs In!:, --- Underwrilers La offtlocies Inc_
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2OllO-44C (4It6)
231 Salling Ulles through innovation & educallon . Hilti Flreslllp Guide mJl' Hill! lJ_S.: 1-800-1J~-8000 / www.us,hUll.com
l0 39t'd t:>St:08t:'3 EE 6S:l0 '300l/EGlt:>0
111).4.2006 11:54 H;,lti. Inc. -)1321 ?e44069 - Man 11: 54 AM - 1~J"211)06 P.2
I = ~L;] Prm:Jl.lct Information
-~- CP 872 Pl'Oduet ~1iIltl CP 672
. A spraviillle file-Ia[lld fllil~lil; fUl ~\JIllilIUC!ilJ1) joIrdS WOOle
Speed Spray maJdmum mOl/CIneOl is required Technical Data
P,odIlct faaWnlS At 73"1' l23"C1 aM SO'Il. relative humidity
. CUlIWIl; AIO haluyb~lS, :iOIvems or asbestos Density
. Wafllf baSllo, &aSy 10 clean A/lllfox. 9 1b/9B1 (1.27 wcm'l
. Sprayable or appy by brush COlOr
At88s of tIlPIiCtb Red
Application Illmllflli1tllre
. l(jp-Or-Wdll juill\li 400F 10 90"F (fl"C to 32"C)
. Clfwirl w-dM / EdUll ur tiIc~ Tempenrbifll ns&i5lallCC
. Expilll5ion joilllli %'
35"f 10 l200F (2"C 10 49"C) :;:J
For use with Cllnsislen&y ~
~-:?
. COflCft!Il, masooll' and gypsum wall assembli1l5 SDrayilbl8 uquid ~
. ..
. Wsl and floor / wall a5Sijfl1blill~ (lil~ up to 4 hours Chemical bitlii5 '...
~
&les latex based displilflililll "
WOI'kinIl time
. Where a aypillfll wall BSlillIlibly moots lIle underside of i1 3t>-45 minultll;
malal UI WllLl Ittl/liedt Curillfltlme
.. Where a concrellllloor <llililllflllly meels with non-raw exllll'ia 24 hours
wall (concrele. glass, llle.) Ph..va.UIl - .--
. WIIll1'lIlwo cOllcrete floor/wall asseOlbliw w....i 8lJP.tDX. 8.0
Complete Top-of-Wall MIl,emeat IlllJllllliUty
!JaJO 50%
Sutfactbllmlnll~-
Firestopping Solution! (ASTM E 8HO
flallle spread: 5
Smoke dllwl~.enl: S
SlIIlnCl tranSlftluioll clsBlii1iCalion
(ASTM E tIIHII) 55
· \ldlen maldng ~ lI1lal using ~III!I a> tl72 F1relll~ JoInl
5!Yav, please refer to 1116 lJl Are RcsIs1ance Dlreclory or AIlWUwl5
.~.."..... !/Ie HUH BlllSUlj.l Manual for cOflll)/ll11l del.als. It1c1udMg ao Evalllation Servica, 1Ilc.
resulctlooe sell> Joint s~. we and 1l11d4lll68 01 wdl( lJ( AeDOrt NIl, fR-!i1l14
AppIIl:I1Ion lI11l'l11k1l11l1rJlV PouOf, Il'lO\1effielll capablllUe8. fill:. r.lifumii Stila FiB Marsliall
2. MlneIaI wlllll P\ldW1g: In iilalll1e prescrlblld troltk Ulli\g NlIIllIlIlllllllll... lJsllog NIl. 1451-1200:114
materlallYflIl and depUllO obtain de:lIrIId r<tlll!g. · In areas underwa[ff Ustino No. 1452-).2.Ptl:109
3. ~lk;lIliult of UreSillp ~lIY: ADrllv CI' 672 \0 !he · 01\ hollluttaCilS (ablMl 200"1') City of New Yark
(fJ((ulted deotll in ortilr :0 obtain IIle d6Blr6iI ralirlll. Mt:A 99.99-M, Vol.lII
Make SIIre CP 672 C!ll\lal~ all slllfaces and O'IQ~II SallltV pr8CIll1lGJl& MfA 132-()1-M, Voi. I'
beVood flIIlilIflOOI1llln!l :a1l1llC66 l~lIf to IJL System). . l<eep oul Df I'll.1dl Ol cIlio
Siiijl Tectl &'25 1 0 PU 1I1l3 have bilGr. sllccess1ul1n . l\rNays wear sullllble eylt prOtection and glOllll!l Te,*d m itctlll'll_ witll :.It'l
9pptylng CP 611 AreeIOl' JlMm Spray. HIl1Il100mmood1l · lJl 2079 ~
the use ot UIII Sill'ay "filCh EP2510 CP tila SpIayer. ~ Read tile Mill;;rlal Sately Dalll Srllltil . ASTM E 1399
CP 672 may aiuo be b tlshed on \\11/1 ~ pabll brush. . Al:i'lM E 84 1.:1
stlll'llll8 '.1'
Conlee! HIIll Tec:/inlcal S11~ 101 more InformaUon. . SlOre only In Ulll orlIlIM! ~aill9 allfllfl/lUlilWres ~
.~ll,
4. Cur1ng 1lmll: AllOw 24 bOlJrs (@ 73"F / 230q tor me 40"F III T7"f (S"C 10 37'0(;) IIItl:rnlltlllnally 1eFillld and Ippfllved t;t.l
CP 0/210 luly ClIr~. . OIlsnrve eIqlIraUon llalIl Orl pacl<age
5. ki;lltlllcailiiii: i:ili' malnU:illilll;ii jij;;l;liiis aU CP 672 I
aJllllltatlOlls can be ~ t "llanenll~ marked 1'11111 Illl
ldenUllCe!lOt\ rJale and f:llllaned 111 a IIIsIlIe poslUon J1lI)(t ~ AlI.,yoo~tAIIIl'fMAIEIiIIoL
lu 1M seal. ~ - FOR USE INJOWI :;,SlEM9
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CP6'f2 plalfl (/1 flH/IIinId) m fafBst fJl'{JlJuet inhumation : :::1
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'._.." m mrJering information see (JfJgS:
I 31
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_villi UWs ll'IrillliJh IIll\OV81Ion & cWcatioll I Iilil Ares1np Guide 2003-2004 I 1~ I WWW.us.hilli,com L;; I I ... IILI' 21
to 39\:1d t>9E:08E9tZ;E 69:Z;0 900G/EG/t>0
IV RSA
EERING SCIENCES
Consultants In: Geotechnical Engineering' Environmental Sciences
Construction Material Testing' Threshold Inspection
820 Brevard Avenue' Rockledge, Florida 32955
(321) 638-0808 Fax (321) 638-0978
August 18, 2004
Portview Country Inn & Suites, L.L.C.
215 N. Central Avenue
Duluth, MN 55807
Attention: Mr. Kent Oliver
Reference: Test Pile Installation & Load Test
Country Inn and Suites
9009 Astronaut Boulevard
Cape Canaveral, Brevard County, Florida
UES Project No. 34034-001-01 C
Dear Mr. Oliver:
In accordance with your request, representatives of Universal Engineering Sciences, Inc.
(Universal) performed a compressive pile load test at the above referenced project. The test pile
was installed on July 28, 2004 and the load test was performed on August 5, 2004, after the pile
grout had gained sufficient strength. The load test frame was supplied and installed by the piling
contractor while Universal provided the loading jack, reference beams, and test gauges.
Test Procedure
The test pile was loaded with a recently calibrated OTC 100 ton hydraulic jack against a
reaction beam anchored by four adjacent piles. The pile was tested in the following manner:
1. Initial readings were taken before the application of any vertical load. Throughout the
test, the movement of the test pile 'Nas measured by deflection gauges supported by
isolated reference beams and a wire Iineimirror system.
2. The loading was performed in accordance with ASTM 0 1143, section 5.6, Quick Load
Method. Loads were applied to the pile in increments of approximately 10 tons with each
held for 2"Yz minutes until the final load of 100 tons was achieved and held for 5 minutes.
Thereafter, the pile was unloaded in increments of approximately 20 tons each.
T est Results
The test pile total deformation at 100 tons was 0.256 inch with a deformation at full rebound of
0.062 inch (see attached figure).
/
Country Inn and Suites Hotel UES Project No. 34034-001-01
Cape Canaveral, Brevard County, Florida Pile Load Test Report
Analysis
As can be seen from the attached Pile Load Deflection curve, the test pile vertical deflections
were essentially linear with each load increment. No signs of excessive settlement or "plunging"
are apparent. Based upon the Florida Building Code net set criteria, the pile sustained the test
load without failure. Accordingly, with a factor of safety of two, we recommend that design
working loads of 50 tons per pile be used during production installation.
If you have any questions regarding this data, or if we can be of further service, please do not
hesitate to contact us.
Sincerely,
UNIVERSAL ENGINEERING SCIENCES, INC.
tlu4ftJ~ p~
Andrew S. Wilderotter, E.!. Brad Faucett, P.E. ct--/fl- ~
Project Engineer Regional Engineer
Florida Registration No. 33123
2 - Client
EI3
Type of Pile: Auger Cast
Diameter of Pile: 14 inches
Length of Pile: 70 feet
Age of Pile in Ground: 7 days
Total Pump Strokes: 102
Grout Volume Pumped: 92 fe
Type of Loading: Vertical Compression
Project: Country Inn and Suites Hotel
UES Project No. 34034-001-01
Pile Load Test Report
I I
I Loadvs. Deflection
11 0 ........ ............... .... .w............._....mm.................... .......w.....................................................mo........... .......................... ....... .............
100 I
90 I
80 I
- 70 I
!/)
s:: 60
0
- I
-
"'C 50
!'lJ I
0 40 I
..J
30 I
i
20 I
10 I
I
0 0.3 I
0 0.05 0.1 0.15 0.2 0.25
I
Deflection (inches) I
--,._"---~ --~'-"--
83
m ~~~~~~~~~~"~i"'''.
Construction Materials Testing' Threshold Inspection
820 Brevard Avenue' Rockledge, Florida 32955
(321) 638-0808 Fax (321) 638-0978
Project No.: 34034-001-01
Date Typed: July 21, 2004
Field and Laboratory Report Transmittal Sheet
Client: Mr. Kent Oliver
Portview Country Inn & Suites, L.L.C.
215 N. Central Avenue
Deluth, MN 55807
Project: Country Inn & Suites
9009 Astronaut Blvd.
Cape Canaveral, Brevard County, Florida
As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the
referenced project to provide construction materials testing services.
The results of the observations and/or tests are summarized on the attached sheets. These
reports cover the period of July 6, 2004. We hope this information is sufficient for your
immediate needs. If you have any questions, please do not hesitate to contact the undersigned.
Reviewed By:
Universal Engineering Sciences, Inc.
A
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(~~//~
R(chard E. Hoaglin, P.E. / 7/'L1 /tri
STATE OF FLORIDA
Registered Professional Engineer No. 48796
Distribution:
Client: 2
1: City of Palm Bay, Building Dept. 5240 Babcock St. NE, Palm Bay, FL 32905
1: Harrell Construction, Inc., P.O. Box 236186, Cocoa, FL 32926
G:\CONSTRUCTION SERVICES DEPARTMENTlReporl Transmlllal Sheets\34034-001-01doc
m ~~~~~~~~~"Sci'CC'" UES Project No.: 34034-001-01
Construction Materials Testing' Thresflotd Inspection Report No: 001A
820 Brevard Avenue' Rockledge, Florida 32955 Date: 7-8-04
(321) 638-0808 Fax (321) 638-0978
On-Site Time (hrs): 0.25
Lab Time (hrs): 0.25
Travel Time (hrs): 0.75
Total Time (hrs): 1.25
ACTIVITY RECORD
Client: Mr. Kent Oliver
Portview Country Inn & Suites, L.L.C.
215 N. Central Avenue
Deluth, MN 55807
Project: Country Inn & Suites
9009 Astronaut Blvd.
Cape Canaveral, Brevard County, Florida
Date of Activity: 7 -6-04
Technician: Ryan Arter
PICKED UP PROCTOR
As requested, a Universal Engineering Sciences Technician was present at the above
referenced location for the purpose of picking up a proctor.
Vllhile on site, the technician picked up a proctor from building pad and an LBR from
stockpile on site.
m ~~~~~~~~~~"~iOC''''
Construction Materials Testing' Threshold Inspection
820 Brevard Avenue' Rockledge, Florida 32955
(321) 638-0808 Fax (321) 638-0978
Project No.: 32353-020-01
Date Typed: August 11, 2004
Field and Laboratory Report Transmittal Sheet
Client: Mr. Roy Harrell
Harrell Construction, Inc.
P.O. Box 236186
Cocoa, FL 32926
Project: Country Inn Suites
9009 Astronaut Blvd.
Cape Canaveral, Brevard County, Florida
As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the
referenced project to provide construction materials testing services.
The results of the observations and/or tests are summarized on the attached sheets. These
reports cover the period of July 28, 2004. We hope this information is sufficient for your
immediate needs. If you have any questions, please do not hesitate to contact the undersigned.
Reviewed By:
Universal Engineering Sciences, Inc.
/l
/! 'I; ~~
~ ~ 7r~\~
ichard Hoaglin, P.E.
STATE OF FLORIDA
Registered Professional Engineer No. 48796
Distribution:
Client: 2
G:\CONSTRUCT!ON SERVICES DEPART~v1ENT\R6PO;t Transmitta: Sheets\32353'-020~O,.doG
m ~~~~~~~~~"s,""'". UES Project No.: 32353-020-01
Construction Materials Testing' Threshold Inspection Report No: 002A
820 Brevard Avenue' Rockledge, Florida 32955 Date: 08-03-04
(321) 638-0808 Fax (321) 638-0978
On-Site Time (hrs): 2.00
Lab Time (hrs): 0.25
Travel Time (hrs): 0.75
Total Time (hrs): 3.00
ACTIVITY RECORD
Client: Mr. Roy Harrell
Harrell Construction, Inc.
P.O. Box 236186
Cocoa, FL 32926
Project: Country Inn Suites
9009 Astronaut Blvd.
Cape Canaveral, Brevard County, Florida
Date of Activity: 7-28-04
Technician: Jon Black
AUGER CAST PILES (TEST PILE)
As requested, a Universal Engineering Sciences Technician was on site as requested.
Dynamic installed (4) 38' reaction piles and (1) 70' test pile. Grout was sampled out of the
back of the chute and casted in 6, 3 x 6 cylinders for compression testing. Universal
requested pump calibration, Dynamic decided not to. Pressure gauge was requested but
was not installed for test. Pump #3 was used at .90 calibration per Dynamic.
11 I I'
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PROJECT: PILE DIAMETER: """, WEATHER: ' (ip
, fl.' i,''';'; (/
INSTALLATION 8Y: 1">,/ r)(i(v\ 'i /: ' ~.=~;,) (\ (~)) ;7" ~"~':~I:'~: " D (~l ,
INSPECTED BY: DATE:
/
I , f f" i
GAUGE START TOTAL TOTAL VOLUME GROUT
PILE TIP PRESSURE OF PUMP PUMP PUMPED RETURN '''~;!8 I P ;tl
NO. ELEV. /n:'~QTH (PSI) PUMP STROKES TIME (FT3) (FT.) REMARKS
!, "l;(~ '" '1 ,) L,y'qVi ' :;"! 00 'fc? \f\ q \fJ~: \ 3tJ/r)
t! 12:\". "i /\ 3~;1 AJ/A \ " \ "\ Cod) l' ss(~ c':':.: \ ()' .0<;1\./11\ " I ~9()!~ '.
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GROUT SUPPLIER: {)!\f' ll~e(' MIX CODE: 1 \ fl t"l \ '7 0 SUBTOTAL TOTAL CU.YDS: ACCUM, TOTAL:
GROUT DATA
BATCH SPECIFIED
TICKET NO. TRUCK NO. TIME STRENGTH
Y'j C\ I (C;o 0 (;~ ~OOQ
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m ~~~~~~~~~~"&,"''',
Construction Materials Testing' Threshold Inspection
820 Brevard Avenue' Rockledge, Florida 32955
(321) 638-0808 Fax (321) 638-0978
Project No.: 32353-020-01
Date Typed: August 9, 2004
Field and Laboratory Report Transmittal Sheet
Client: Mr. Roy Harrell
Harrell Construction, Inc.
P.O. Box 236186
Cocoa, FL 32926
Project: Country Inn Suites
9009 Astronaut Blvd.
Cape Canaveral, Brevard County, Florida
As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the
referenced project to provide construction materials testing services.
The results of the observations and/or tests are summarized on the attached sheets. These
reports cover the period of July 9, 2004. We hope this information is sufficient for your
immediate needs. If you have any questions, please do not hesitate to contact the undersigned.
Reviewed By:
Universal Engineer:ng Sciences, Inc.
/~, /
r:1 /
t~hard Hoaglin, P.E. --
STATE OF FLORIDA
Registered Professional Engineer No. 48796
Distribution:
Client: 2
G:\CONSTRUCT10N SERViCES DEPARTf\AENT\Report Transmittal SheE!ts\32353-020-0i.doc
m~~~~~~~~~~,S';,"'''' UES Project No.: 32353-020-01
Construction Materials Testing' Threshold Inspection Report No: 001 DR
820 Brevard Avenue' Rockledge, Florida 32955 Date: 8-3-04
(321) 638-0808 Fax (321) 638-0978
On-Site Time (hrs): 0.75
Lab Time (hrs): 0.25
Travel Time (hrs): 0.25
Total Time (hrs): 1.25
ACTIVITY RECORD
Client: Mr. Roy Harrell
Harrell Construction, Inc.
P.O. Box 236186
Cocoa, FL 32926
Project: Country Inn Suites
9009 Astronaut Blvd.
Cape Canaveral, Brevard County, Florida
Date of Activity: 7/9/04
Technician: Matt Corrigan
As requested, a Universal Engineering Sciences Technician was present at the above
referenced project site for the purpose of earthwork testing for the subgrade beneath
proposed building.
While on site, the technician observed the general condition of the areas to be tested and
performed 15 soil density tests. All tests were performed in accordance with the drive
cylinder method and were found to meet the project compaction iequiiements of 95% of
the maximum dry density per ASTM 01557.
The Contractor was notified of the test results or a copy was left for their records. The
density tests are attached to this report.
I;IJ ~~~~~~~~~~"~;M"" UES Project No. 32353-020-01
UES Report No. 0010
Date 8-3-04
Construction Materials Testing' Threshold Inspection
820 Brevard Avenue . Rockledge, Florida 32955
(321) 638-0808 Fax (321) 638-0978
Report
of
In-Place Densitv Tests
Client: Mr. Roy Harrell
Harrell Construction, Inc.
P.O. Box 236186
Cocoa, FL 32926
Project: Country Inn Suites
9009 Astronaut Blvd.
Cape Canaveral, Brevard County, Florida
Area Tested: Subgrade fill beneath proposed building
Type of Test: Field: ASTM D 2397
Laboratory: ASTM D 1557 Date of Test: 7 -9-04
Technician: Matt Corrigan
Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil
conditions only and do not address the condition of the underlying soils below the tested
depths.
TEST LOCATION TEST TEST PROCTOR FIELD DRY FIELD % RESULTS
# OF ElEV. THICKNESS # DENSITY MOISTURE % COMPACTION (3)
TEST (1) (IN) (2) (PCF)
1 25' north, 25' west of southeast corner 0 12 1 inS 11.0 99 A
2 75' north, 25' west of southeast corner 0 12 1 113.1 11.5 99 A
3 150' north, 25' west of southeast corner 0 1? 1 108.7 7.8 95 A
4 200' north, 25' west of southeast corner 0 12 1 109.4 8.4 96 A
I 5 250' north, 2S' west of southeast corner 0 12 1 108.5 7.2 95 A
6 Center of pad, 25' north of south end 0 12 1 109.3 8.0 96 A
7 Center of pad, 75' north of south end 0 12 1 111.3 9.9 98 A
8 Center of pad, 100' north of south end 0 12 1 111.8 10.6 98 A
9 Center of pad, 150' north of south end 0 12 1 113.3 11.9 99 A
10 Center of pad, 200' north of south end 0 12 1 113.7 12.0 100 A
11 25' east, 25' north of southwest corner 0 12 1 114.0 12.2 100 A
'IL 25' east, 75' north of southwest corner 0 12 1 109.7 8.2 96 A
13 25' east, 100' north of southwest corner 0 12 1 110.7 9.3 97 A
14 25' east, 150' north of southwest corner 0 12 1 109.3 7.8 96 A
15 25' east, 200' north of southwest corner 0 12 1 111.7 10.2 98 A
(1 )
Ref. Datum: 0= top of fill
(2) (3) Results Key
II I Ma~'imum I Optimum II .A.. Compaction meets minimum requirements
I Dry Moisture B. Compaction does not meet minimum requirements
Proctor # i Density Content C. Moisture does not meet requirements
1 I 114 D. Recompaction required
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering. Environmental Sciences
Construction Material Testing. Threshold Inspection
820 Brevard Avenue' Rockledge, Florida 32955
(321) 638-0808 Fax (321) 638-0978
August 18, 2004
Portview Country Inn & Suites, L.L.C.
215 N. Central Avenue
Duluth, MN 55807
Attention: Mr. Kent Oliver
Reference: Test Pile Installation & Load Test
Country Inn and Suites
9009 Astronaut Boulevard
Cape Canaveral, Brevard County, Florida
UES Project No. 34034-001-01 C
Dear Mr. Oliver:
In accordance with your request, representatives of Universal Engineering Sciences, Inc.
(Universal) performed a compressive pile load test at the above referenced project. The test pile
was installed on July 28, 2004 and the load test was performed on August 5, 2004, after the pile
grout had gained sufficient strength. The load test frame was supplied and installed by the piling
contractor while Universal provided the loading jack, reference beams, and test gauges.
Test Procedure
The test pile was loaded with a recently calibrated OTC 100 ton hydraulic jack against a
reaction beam anchored by four adjacent piles. The pile was tested in the following manner:
1. Initial readings were taken before the application of any vertical load. Throughout the
test, the movement of the test pile was measured by deflection gauges supported by
isolated reference beams and a wire lineimirror system.
2. The loading was performed in accordance with ASTM D 1143, section 5.6, Quick Load
Method. Loads were applied to the pile in increments of approximately 10 tons with each
held for 21'2 minutes until the final load of 100 tons was achieved and held for 5 minutes.
Thereafter, the pile was unloaded in increments of approximately 20 tons each.
Test Results
The test pile total deformation at 100 tons was 0.256 inch with a deformation at full rebound of
0.062 inch (see attached figure).
Country Inn and Suites Hotel UES Project No. 34034-001-01
Cape Canaveral, Brevard County, Florida Pile Load Test Report
Analysis
As can be seen from the attached Pile Load Deflection curve, the test pile vertical deflections
were essentially linear with each load increment. No signs of excessive settlement or "plunging"
are apparent. Based upon the Florida Building Code net set criteria, the pile sustained the test
load without failure. Accordingly, with a factor of safety of two, we recommend that design
working loads of 50 tons per pile be used during production installation.
If you have any questions regarding this data, or if we can be of further service, please do not
hesitate to contact us.
Sincerely,
UNIVERSAL ENGINEERING SCIENCES, INC.
a ! f// IL~ iA ~. ./~~
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Andrew S. Wilderotter, E.1. Brad Faucett, P.E. ;1- 27- z['f!)f':-
Project Engineer Regional Engineer
Florida Registration No. 33123
2 - Client
Ea
Type of Pile: Auger Cast
Diameter of Pile: 14 inches
Length of Pile: 70 feet
Age of Pile in Ground: 7 days
Total Pump Strokes: 102
Grout Volume Pumped: 92 ft3
Type of Loading: Vertical Compression
Project: Country Inn and Suites Hotel
UES Project No. 34034-001-01
Pile Load Test Report
I I
Load vs. Deflection 1
i
1 110 I
I 100 I
I 90
I
I 80
1- 70
I~
60
,-
'''C 50 I
I~
40
I
I I
30 ---_._-~-----------~_._"._~---.-- I
i I
20 ..-" - -~._.- ...--- ---.-----."..-- ._-~-~---"'~-----_...,-_._-- ------.-.-....-. I
i 10
I I
I 0 i
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I 0 0,05 0.1 0.15 0.2 0.25 .v I
I Deflection (inches) I
i i
L______.___.._.. ~-~----,--~----
B3
2280 Watertown Road, Long Lake, MN 55356-9419
952.476.4434. Fax 952.476.5863 . nw@weberarchitects.com
26 October 2004
ARCHITECTURAL ADDENDUM A-2
COUNTRY INNS & SUITES
CAPE CANAVERAL, FLORIDA
This addendum shall be added to and become a part of the original plans and
specifications. All items shall be as originally specified or drawn, unless
specifically amended by this or subsequent addenda.
CHANGES TO DRAWINGS;
1. Clarification of Wall Types---Addendum drawing A 1...(attached to this
addendum)
ADOPTION OF PLAN REVIEW;
The. Second plan review (Dated 26 October 2004) conducted by Todd Morley,
Building Official for the City of Cape Canaveral with the responses (indicated in
bold type) to specific issues shown is included in this addendum.
CHANGES TO SPECIFICATIONS;
Fireplace (located in Lobby) Specification-
Fireplace shall be;
Heatilator --Silhouette-Electric Fireplace Series-SILH60E-(11 0/120 volt)
(See attached sheets to this Addendum)
I hereby certify that this addendum was prepared by me or under my direct
supervision and that I am a duly licensed Architect under the laws of the State of
Florida.
/1
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CUt!l~
Neil Weber, AlA
Reg. Number AR0017512
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Silhouette
. .
be,atilator
The Easiest "Fire" You'll Ever Build!
· Winner of the 2003 Vesta
Award for best new electric
fireplace in the industry!
· The ultimate in realism. You'll
be amazed at the realistic flames
and ember bed. A hefty grate and
new 10ft design make it look like a
wood lre.
. Easiest installation yet. No gas line or venting
required means no cost for gas lines or venting.
· 3 sizes available. Available in 36" and 31" wide
openin~ models and introducing the space-saving
26" wi tho
. Just plug it in. Models SILH30E, SILH50E and
SILH60E can be plugged in to a 110/120-volt
outlet. Models SILH50EV and SILH60EV are
des~ed for 220/240-volt application and can be
har wired.
· Versatile! The SILH30E can be used as an
electric insert to retrofit woodburning fireplaces.
· Finishing is a snap. Finish with a traditional
fireplace look or an available wood cabinets and
surrounds with granite or marble natural stone.
· Designer options available. A choice of de-
signer fronts, doors, trims, refractory panels and
remotes make it easy to customize your Silhouette
fireplace.
. Dashboard control panel. Heater, thermostat,
flame speed control, and bnghtness control all
available at your fingertips (on SILH50E/EV and
SILH60E/EV models only).
It isn't home . t
800-927-6841 W 1
This information is for planning purposes only. Refer to installation instructions when installing this product as a fireplace.
Product Dimensions
1"
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1" rG-l
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UUUU uuuuu uu uu uuuuu uuuuuu .1
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SILH30E SILH30E ALL MODELS
11 8
Model
SlLillOE
D 11 SlLHSOFJEV 31-118"
SJLH60EJEV 36-1/8" 33-5/8" 34-5/8"
I- A -I 3-118"
SILH50E/EV SILH50E/EV
SILH60E/EV SILH60E/EV
Framing Dimensions
t (CEILING)
30" min.
t=t
C
1 D
Mantel height listed is measured
from the BASE of the appliance.
*If using the PST or BKT Cabinet Trim Kits,
increase the width (A) by 1~" and
header height (8) by %",
Model A B C D Model A B C D . E
SlLillOE 26-1/2" 22-7/8" ')') "7/011 9-314" SlLillOE 26" 37" 18-112" 26-1/8"
L..L-/IO
SlLHSOEJEV 36-1/4" 31-114" 31-1/2" 14" S1LH50EJEV 36-1/4" 45" 22-112"
31-7/8"
SlLH60EJEV 41-1/4" 34-7/8" 35" 14" SlLH60EJEV 41-1/8" 50" 25" 35-3/8"
h 0 u t a Heatilator. heatilator.com
Silhouette
Models
SILH30E 110/120-volt electric fireplace, 26" wide opening
SILH50E 110/120-volt electric fireplace, 31" wide opening
SILH50EV 208/220/240-volt electric fireplace, 31" wide opening
SILH60E 110/120-volt electric fireplace, 36" wide opening
SILH60EV 208/220/240-volt electric fireplace, 36" wide opening
Options Options Not Pictured
SILH30E ~
TKE31S/B Trim kit with hood (5 bars) for SILH50E/EV
~ TKE1S/B Trim kit (4 bars) for SILH50E/EV
TK302B/S Trim kit (7 pieces) for SILH60E/EV
TK6B/S Trim kit (4 bars) for SILH60E/EV
BKT-550/PBT-550 1-1/2" brass trim finishing kit for SILH50E/EV
BKT-6/PBT-6 1-1/2" brass trim finishing kit for SILH60E/EV
VTS-550/VTS-550-BK Versatile surround for SILH50E/EV
UXlmJ:J:lJ'J'Ub:tIRilJ'm VTS-36/VTS-36-BK Versatile surround for SILH60E/EV
RF50E/RF60E Traditional refractory kit (sides only)
Black Mesh Deluxe Mesh RF36EH Herringbone refractory (sides & hearth) for
SILH60E/EV
WSK-21-HTI/WSK-21-W-HTI Wall switch
RCE-HTL Remote control
HT240V 208/220/240-volt heater kit
SILH5fiELEYarniSILH611ELEY HPE Heater plate kit
AFE160 Air filtration kit for SILH60E /EV
='~ ..
IIII SILH3!lE
DFEB2824 Black rectangular front w /mesh, 28"w ~ 24 "h
DFED2824 Deluxe arched black front w / mesh,
28"w x 24"11
DFED4028 Deluxe blackarched&ontw / mesh for insert
applications,40"w x 28"h
4-Panel Arched2..l>anel DFED4432 Deluxe black arched front w/mesh for insert
applications, 44 "w x 32 "h
PBT26ER/SST26ER Rectangular inner trim for DFEB2824
PBT26EA/SST26EA Trim for DFED2824, DFED4028, DFED4432
RF26E Herringbone refractory kit (sides only)
RC-ELEC-HTL Remote control
ALL MODELS
Cabinets & Surrounds See MSRP book for complete selection
Pewter Marble & Granite See MSRP book for complete selection
AVAILABLE FROM
The first name in fireplaces
a brand of Hearth & Home Technologies Inc.
1915 West Saunders Street · Mt. Plea.sant, Iowa 52641
8O!h.l)27..6841 ~ fax 800-259-1549 .. he~om
Heatilator is a registered trademark of Hearth & Home Technologies Inc.
Speci6cati0111> and options are subject to change.
4OZ0-019C CG 4/04
1/.2" RE51lENT CHANNEL "g
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22130 Watertown Road, Long Lake, MN 55356-9419
952,476..4434, Fax 952.4765863' nw@weberarchitects.com
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2280 W"tertowll RD!ld, Long Lake, MN 55a56-941 Q
: 962.476.4434. Fax 952.478.586:3 . nw@weberarchitects.com
TRANSMITIAL:
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S '1Id" Offi' I architects 8. p.ann.rs
U II mg ICIS. '. .
City of Cape Canaveral ..2280 VlJatertown, Ra..d, L-Qng.l~kEl, MN S53S6~9419
!lS2.4T!l.44S4 . . FaJ\ 952.47135863 . nw@webflrarchitl!lcts.com
From:NeU Weber, AlA
Weber Architects & Planners
" . ", .
Below are responses to each of your que~tions. I am faxing to you again the original
responses to your first review. Also the Addendums Ai and A2 will be faxed with the
. addendums, a list of MJEchanges and WE specs. Youh.ave had aU this
,~,~~ fax it to you again. ' . '
,~.".
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I
PLAN REVIEW CORRECTION SHEET
Date of Review: October 26, 2004 Applicant Name: :Ralph W. Paul
Project Name: Country Inn Suites Phone Number: (407) 599-5858
Project Address: 9000." " '1 d Fax: (407)599-5850
Ali:tronaut B v .
TI:l!lfollowing items were noted 011 YOUJ: GubmiiW as tln;a.:; reqllm.g oorrection andJOI'daIificution.
Please 8!l4ress each con:unent by iw corresponding Ill.lmber: Y 01.1 Il1~Y fax replies to (321) 868-1247; If you have any quostions
about this plan :review please cilll (321) 868..1212 and a~k to speak Willi the plans examiner, .
',2nd Review' ,"
Intbnnationalnotes aDd7~@tus u~date:
· Discrepancycorrected regarding numoor of units: There will be 152 rooms. ,
(This was. explained In the original response to YQurfirst cod~ review on 14'Sept...;...lt
, will be faxed to you again.) i
I!! Who is thethresnold inspector?
(rhis infonnation wlU be given to you by the General Contractor.)
.. Gas piping not shown to be bonded. but vrill be required. .'
(Gas piping isealled'out to be bonded. in Section 16000 subsection4.3 of the
specifications.) , .
· Cape Canaveral Fire Department indicated that sufficient inromlationwas avail<].blc to allow the
issuance of the building permit prior to the Fire Sprinkler and Fire Alarm permits.
: 'j : '
'Please provide:
___D! / ":.!...c::.I!_:!_ 11.1::11 0 Ij : 41..J~'A.~ m . . f4j 003
General
1. Completed permit application (front and back) indicating all subcontractor infonnatioll.
Please provide. i
(Ralph Paul of RW Paul Construction will submit this list to you at the time he picks up
the permit.)
2. OK
3. OK
4. OK
5. OK
6. OK
Buildi!!&
7. OK
8. OK
9. OK
10. OK
11. lntl1rmatiou regarding opening protection, int~rnaJ pressute coefficients and encloscdlpa,,'1ially
enclosed designation. FBe 16. I
Have: ,
It is understood that the building is designed a[lj fully enclosed.
Pre~Sl.lre coefficients are properl)' docume~ted.
Need:
Opening protection has yet to be specified. . Window llnd Door t~sting 12boratory approvals
indicating method of attachment acmevingi design pressures as indicated on sheet 8-0 is
req uirect. .
(Approvals of windows will be provided by General Contractor who will receive them
from the window supplier.)
12. OK
13. Completed Energy Forms per FEe Ch. 13, su,b-chapter 4..
Pleue provide.
(The original calculations were sent dip:~ctly fro~ the Engineer...1 will have them send
them again to you.)
14. OK
15. Information :regarding non-exempt quantities pfall Hazardous Materials anticipated being stored on-
site. (particularly laundry chemicals) FEe 3q8,
Response il1dicates the existence of Addendum A-l, which has thi~ infon-ranon available for
review. Please llwvide this Addendum.
(Addendum A1 will be faxed to you.) i
16. OK
17. Regarding rated walls, identify tested assemblies by refur;;':t1ce. removing all options. Note~ It is
recognized that an 8" CBS wall is generally aFcepted as a 2.-hr. assembly. FBe 70l.
Response indicates the exi~tence of Addendum AZ, which indicates that the detail of wall se.ctiol1
type C Is avanable for review. Please provide this Addendum.
(Addendum A2 will be faxed to you.)
IS. OK
___._JJI/~ILQ.L_ WED OJl-2...,!.2. .FAl{ [4j 004
19. OK
20. OK
21. Life Safety Plan indicating travel distam;;es to exit discharge. FBe TlOO4.
Response indicates the existence of Addenqunl A-1. wllich has this information available for
review. Please provide this Addendum, ;
(Addendum Ai will be faxed to you.)
22. OK
23. OK
24. OK
25. OK
26. OK
27. OK
28. EIFS product installation specifications. FBe 1403.
. ,
Resl)Onse indicates that this item is availahle in the amended project specs. Please provide these
amended project specs.
(Addendum A.1 will be faxed to you.)
29. Attachment specifications for exterior architeptural foam.. FBC 1404.
Response indicates that this item is available in the amended project specs. Please provide these
amended project specs.
(Addendum A1 will be faxed to you.)
30. OK
31. OK
32. OK
33. Product and installation specifications for ligbtweight concrete and taper foam systems.
Response indicates that shop drawings areiavailable. Please provide shop drawings.
(Shop drawings will be supplied by subcontractor for approval pfior to installation of
the product....a copy of approved shop drawings, can and will be provided at the time
we have them. Shop drawings will comply with Section 07552 of the specifications.
34. Product and installation specifications for metal roofing.
Response indicates that sh.op drawings are!available. Please pro\ide shop drawings.
(Shop drawings will be supplied by Subcontractor for approval prior to installation of
the productma copy of approved shop drawings can and win be provided at the time
we have them. Shop drawings will co~ply with Section 07411 of the speclfl~atlons,
35. OK
Mechanical
36. OK
37. OK
38. Condensate disposal detaiL FMe 307
Detail does not specify the termination of ire condensate disposaL Only two notes were seen on
tbe plan:
1. "Nearest Floor Drain", and
2. "Code Approved location".
FRe 104.2.1 requires that such int'ormation shall be specific and tbe word "legal" or its
equivalent shall not be substitut.ed for specific information.
Explanation: What we are looking for is that some thought has gone into disposing oCtile
condensation that "ill be in llccordance with FMC 307.2.1
..'-""-'.~--""".._-".
H..__!.Q/2I{OL_.~Yt:Q__.~IJL:_1J FAX 141 1)05
(Notes on the condensate detail are applied to general notes on sheet M1.1-note #14,
sheet M1.2-note #4, sheet M1.3-note #4, and sheet M1.4-note #3. All notes call for
discharge stack to be 18" above grad~ and you have referenced.)
39. Fireplace specifications. I
Unable to filldthe specifications. :
(The fireplace specs are part of Adde~dum A2...which is being faxed to you.)
40. OK .
41. OK
42. OK
Plu.mbing
43. Complete plumbing plans, including materia~ specifications and isometrics for nViV, Storm and
supply. i
Isometrics look good, although I did not s~e a riser for the storm water from tbe roof. Please
help me to understand where the risers match up to the noor plan.
(Roof plan shows the location of the roof drains and overf'iowsn~sheet Ai.5. Location
of roof drain and overflows are show" on sheets 1'1111.1, M1.2! M1.3 and M1.4. Sheet
M1.1 shows how the roof drain leaders are ti~d together at the lower le\lel.)
44. Roof drain and leader calculations. FPC 110p
Una.ble to find the specifications. I
(Square footage for each roof drain is iUsted on sheet M3.1 dated 24 August 2004 and
aU storm sewer mains indicate square! footage load at each pipe size shown on sheet
M1.1 dated 24 August 2004.)
45. Water heater pan disposal detail. FPC 504.7 I
Unable to find the specifications. '
(Sheet M1.1 indicates (2) 3" floor drahls at water heater locations.)
46. Overflow roof drains/scuppers, FBC 1511.6A.3,
Unablf,l to find the specitications. !
(Same response as #44)
Electrical
47. OK
48. OK
49. OK
50a. OK
Gas
50. OK
.____::U:!.U:...i.L'L"__. ~rbl) 011.: 4;; J:,~,I [4J 006
14 September 2004
The followIng code review was done Todd: Morley (Building Official for the City of Cape
Canaveral). Responses to his comments are iin bold face type and are incorporated into Addendum
A 1 as to become part of the construction doc!Jments.
Attached to this code review IS Addendum A 1 which in addition to the comments made in the body of
the code review. address the issues raised.
--')
-~- ..MiI ~.
Nell Weber. AlA
Weber~ & planners
PLAN REVIKW CORRECTION SHEET
Date of Review; August 16; 2004 Applicant Name: Ralph Paul
i J
Project Name: Country Inn Suites I Phone Num.ber: (407) 599-5858
I
I (407) 599:05850
Project Addross: i Fax:
9000 A!ltrommt Blvd, i
I
The following i12111S w",,re noted on your submittal as a:rhag requiring COIH'-CtiOD and/or ch..<ification,
Please address eaoh comm"l1tby liS C(lffi;SPQndlng nu.mber, You m&:y f'ml: replies to (321) 86~H247_ If you have my questions
llbout this plan review pkase cali (321) 868- 1222 and aSk to speak with the plans exarr1\ner_
mf.bnnational notes and statu.s update:
II> Cape Canaveral Fire Department architectural plans for emergency, egress and other
items on a separate review sheet. I
II!> Some items of this review may be duplicated in the Fire Department review.
/II Occupancy classifications: Rl Hotel and A2 Small Assembly.
(AS shown on plans)
~ Discrepa.ncy appears to exist regarding n~mber of units; All previous approvals and the permit
application indicate 152 rooms; however the plans appear to indicate 150 rooms. Please clarifY.
(Origmally the two moms-sho\'\-'ll as rooms #154 and #15S-Meeting rooms were to be both
meeting rooms and guest roomii----it tlJr;ns out that the structural system used does not lend
itself to be used as a guest room-we a*e therefore using tbemonly as small meeting rooms.)
.. A proposed AlA access design document has been prepared which would require minor alteration
ofprcposed ingress/egress. Please contact this office if you would like a. copy.
(V\/e have been given Ii permit for an access as sbo~l1 on our plans and are planning to IDi$hill
that plan.)
1
___J.Q.(?.7'/.Q.4 .....JVEIi O~.:..44 PAX f4JOOi
oil Remaining portion of site plan review fee bf$165 is due.
. Rooftop condensing units (RTU's) shall bk screened from view.
(These uait!$ are $CrCilnOO by the metal roof at the edge. Please see the bnilding sections which
shOw this.) ~
.. RIU's appear to ALL be installed on 2x12 curbs where roofing does NOT extend under unit. This
is approved by code as long as the top of the curb is at least 8" above the top of the roof surface.
However, please be aware that if this in8t~l1ation changes and the roofing DOES extend under the
RTU's, code would require the RTD's to be mounted on an approved engii1eered equipment
support stand elevated per FEe T1511.7. L'\l1 RTU's are required to be fastened in such a way as
to meet the 130 1-iPH wind load.
(This has been verified by mechanical,) I
. Some ADA specifications are not indicate<l on Sht. A5,2. All ADA specifications are required to
be met where appropriate whether shown pr not.
(Tbe sheet containing the unit pbm i.ndi~ates that we have met the requh'ed number of
accessible plans. We bave indicated which ones are to meet ADA. Shop drawing:i: will be
submitted to verify compliance with all [requirements.)
,. AU c(mdens:lte-producing Air Handler units vlill require a secondary condensate line, float switch
or other approved device designed to serv~ as alarm that the primaty line is blocked.
(This has been verified by mechanical.)'
.. Since a commercial pool is planned for this development. the designer should be aware of the
interfacing requirements ofFBC 424,
(Pool designer will verify that these standards are met at the time of submittal of the pool
design.) .
. water closet bowls shall be of the elongated type.FPC 420.2
(This has been verified by mechanical.):
a Florida Power and Light oontact perSOll indicated on Sht E4.1 has retired. New contact person is
J\1s. Rebbie Benoit Ms. Benoit can be contacted at the same phone number.
(Ms. Benoit has been contacted.) I .
Ple-ase provide:
.General
L Completed pemlit application (front and bad~) indicating all subcontractor information.
2. Sprinkler system design approved by Cape Canaveral Fire Department.
3. Fire alarm system design approved by Cape Canaveral Fife Department.
4, MEP engineering.
5. Copy ofSJRWlVID permit.
6. Copy ofFDOT permit.
(Copies of permit~ will be or bave been submitted by contractor/owner.)
,
;]?uilding
'? Correct Code reference on architectural cover sheet. (Should read Florida Building 2001) not 2002.
I.
(This nem ha~ heen properly indicated.)
1.
... .,t.iL./.;;:.U!J4 _J!!:;!l__.~.lj:A.4.. FAX. l4J 008
8. Correct Code reference on structural drawings. All structural design shall be according to FBe 20m
aIld ASCE 7-98. Structural Engineer will be r~quired to re-evaluate structure and provide
documentation indicating the structure is designed in accordance with this standard. FEe 1601.
(Strnctural engineer bas properly designate1d that the documents meet tbis standard.)
9. Correct Exposure Category' classification. The entire City of Cape Canaveral is exposure category
~~C7';i_ ,
I
(We understood this and this is wbat was used for design and is indicated on documents.)
10. MWFRS pressures in accordance with T1606.2.
(Tbis will be v~rified and doeumented-sho!.wn on sheet S-O -indicating performance
WIU'Bcteristies and design wind pressures.) ,
11. Information regardil1g opening protection,. int~mal pressure coefficients and enclosed/pa..rtia11y
enclosed designation. FBe 16. i
(This bas been verified and documented-sre #10.)
12. Threshold inspector to inspect steel coverage ~o earth and forms, including columns. (Not indicated on
threshold inspector's methodoLogy).
(The structural engineer has added tbis inf~rmation to sheet S~O.)
13. Completed Energy Forms. per FEC Ch, 13, rubvchapter4. .
(Forms have been completed by mechanical engineer and snbmitted.)
14. Indicate termite protection. FRe 1403.1.6 18'16 2116 2303.1.4 and 2304.
(Termite protection issues are addressed aSlfollows: #1. 1403.1,6--Clearance of a min of 6" is
addressed in spec Section 07240 1.3.A.6.b wbich actually calh for a elearanee of 8" - #2. FBe
1816--Sectlon 02280 added to specificationiin Addendum At. #3. FBC 2116 -Does not apply
since we have no cavity wall construction with an air space. #4. FEe 230:tl.4-an addendum to
spec. Section 011l0.1.4.C has been added td eliminate the issue or burial of debris. #5. FBC
2304--See Addendum Al which addressed!in addendum At spec Section06100.2.1.A.4.
15. Infonnation regarding none exempt quantities?f all Hazardous Materials anticipated being stored on-
site, (particularly laundry Chemicals) FBe 308.,
(There will be no materials stored on site tJiat tall under this section. We have added an item in
Addendum AI.,Spec. Section OHI0.l.4.D)
16. Specifications as to how the I-hr. protection is achieved. See architectural cover sheet which indicates
the building is Type V, l.hr. protected.
(As per ollr pbone conversation, the classificlltion is listed a$ T)'Pe V, Protected.)
11. Regarding rated walls, identify tested asgemb~es by reference, removing all options. Note: It is
recognized that an 8" CBS wall is generally accepted as a. 2-hr. assembly. FBC 701.
(Wlillassemblies wltb tested assemblies are listed on d.rawings-see sheet AS.l)
18. Regarding rated assemblies (horizontal and vertical); provide penetration firestop details which specify
type and size of penetrations and how the rating ofthe assembly will be maintained at the penetration.
(Include marru.:filctw.rer Sipe,::ification.$ for collars, intuxnescent wraps, etc.) FBC 701,
(Fire stopping is specified in Section 0784O-L-this sectioIl specifies all required fire stopping
locations. allowed suppliers and the pr'odu~ts to be u~ed.)
19. Rated waU legend which clearly llldicates apptopriate ratings ofverncal assemblies.
(Veridlcalss$emblies will again be revIewed and documented on wall legend.)
20. Ratings of doers and doornames in rated walls. Indicate closures and latching mechanisms. FRe
1009.2,
(Ratings of assemblies are listed on the door schedule. The hardware schedule lists the dosures
\\lnd mechanisms, Shop drawings can be submitted at the approval time for verification,)
'}
,.;
11.J/.ZI/1.I4 . .'tJ::.Q__ tllJ : 45 fAX I4J 009
2 L Life Safely Plan indic.lting travel distances to bit discharge. FEe T 1004.
(See attached document to this report for a idescription of requirements and our compliance to
them.) i
22, Discharge width of aU stairways, including pn;dection of handrails. FBC T 1 004.
(The width of stairways is listed on drawings-sees stair D dimensiuns.)
23. Detail showing stairs leading to roof (ladder nOt permissible). FBe 1008.
(Stair B has been revised to indicate a stanqard stair leading to the roof as requested by both
your and the Fire Inspector.)
24. Net clear opening dimension of roof hatch ac.cess.
(fbe stair to the roof is now done by a dooli and not a roof hatcb. This is shown on the
drawings.) I
25. Correct elevations relative to the N.G.V.D. (See elevation sheets and floorphm sheets)
(fne buildings first floor elevation is listed on the civil doroments as 8' above !lea level. The
assumed elevation for architectural purposes are listed as lOO'<<)"...this is to be taken as the same
as the sea level elevation.)
26. Trash chute specifications. FBe T705.1.2.
(There is no trash cnu.te on job, We have. r~oved it from the preliminaries.)
I
27. Refuse Ruom specifications. FBC T705.1.2. .
(The refuse room has been removed with the removal of the trash chute. Refuse "ill be taken out
immediately upon being brought to the first floor.) .
28. EIFS product installation specifications. FBC :1403.
(EIFS spec is Section 07240. This section bas been amended to meet ~'BC 1403~See Addendum
A1 S~tion07240 for compliance to FBC Section 1403 and 1404.)
29. Attachment specifications for exterior gtchite~tural foam.. FBe 1404.
(Attached. foam as used in Section 07240 is eove.red as part ofilia total system, The attacbment of
the foam is part of tbe approved system. S~ #28 a.bov~,)
30. Clarification: is Rm. 201 intended to be an a~~cessible room?
(Yes. Please see caltulation and indication of accessible units on unit drawing sheets.)
31, Calculations regarding Accessible Transient Lodgi..ng with Florida specific provisions. (See attached)
~p{.;ciPj grab rails, open-frarne beds, ~AJ)A \vater 91osets, visual alarms, door zu.,d doorway widths and roll.
in showers where reQuired. .
(Calculati.!ms an'd indications of the appropriate units have been shown on drawings.)
32. Parapet wall construction detail..
(Detail has been shown.)
33. Product and installation specifications for liglftweight concrete and taper foam. systems.
(Roof and taper foam is specified in Sectimi 07552 and lightweight concrete is specified in
Section 03521. Shop drawings can be submitted if desired when submitted by contractor for
approval.)
34. Product and installation specifications tor metal roofing.
(Product is shmvn in Section 07411 of the specifications. Roof is to be installed as per structural
requirements. Shop drawings can be submitted when received from subcontractor.)
35. Clarifica.tion: Detail 7 On sheet A5.3 indicate~ a step-down of 10". Detail:5 on same sheet indicates
step-do"'n is located at exterior door. This appears to be a violation ofFBC 1012.1.3, which requires no
more than a W' grade differential at exterior doorS.
4
.10/;;:; 04 JYJ;:.p... '45 FAX I4J 010
(Detail bas been changed to meet the W' requirement a.t exterior door. The intent is to have the
washers and dryers on It 10" slab for ease ot use and the step at the exterior door has been
eliminated.) i'
(Items 36-50 will be reviewed with M & E to insure compliance)
I
Mer;;::hanical
36, Detail regarding hood and suppression system in food prep area.
(There is 110, hood or suppression system needed since there is no kitchen.)
37. Clarification regarding the words "Trash" andl"Pump Room" indicated at the Laundry Room depicted
or~ Sbt. M2.1.
38. Condensate disposal detail. FMC 307
39, Fireplace specifications.
40, Mechanical damper locations and specifications. FMC 607
41. Provisions fur balanced return air. FMC 601.4
42. Dryer duct sizes and dryer specifications (cfm~ FMC 504
Plumbing
43. Complete plumbing plans, including material specjfications and isometrics for DVlV, StOlID and
supply.
44. Roof drain and leader calculations. FPC 11 Oq
45. Water heater pan disposal detail. FPC 504.7 i
46. Oven1ow roof drains/scuppers. FEe 151 L6.~.3.
Electrical
47. Electrical load calculations. (Note: 2V A}sflighting per NEC T220.3A)
48, Electrical plan for roof. I
49, Smoke detector layout. Note: smoke detecto~s in rooms connected by a communicating door shall he
intercollilected.
SOa.Gas piping shaH be bonded.
(Tas
50. Provirl'" gas layout and riser.
S
10/27/04 WED 06: 46 FAL_"_.._ [4] (I 11
--- -,"' -
~1 ~'gl~llli
architects & planners
2280 Watertown Road, lOrlg Lake, MN 55356-9419
952.476,4434 'Fax 952.476.5863' nw@webera.rt:hHects.com
14 SEPTEMBER2004
ARCHITECTURAL ADDENDUM"A-1
COUNTRY INNS& SUITES
CAPE CANAVERAL, FLORIDA
This addendum shall be added to: an\'J become a part of the original plans and
specifications. Ail items. shall be as originally specified or drawn, unless
specifically amended by this or s4bsequent addenda.
CHANGES TO DRAWINGS;
AU changes. to architectural drawings are indicated on each ofthe sheets as R1
and dated 14 September 2004. I
ADOPTiON Of PLAr,J REVIEWj
The original plan review conduct~dby Todd Morley, Building Official for the City
of Cape Canaveral with the responses (indicated in bold type) to specific issues
shown is included in this addendum. This includes the attached Life Safety Plan
dated 14 September 2004,
CHANGES TO SPECIFiCATIONS; .
1. SECTION 08710DOOR HARDWARE
Add- ThiS section is add~d to the specifications.
2, SECTION 01110 SUMMARY OF WORK
Add-Subsection 1.4.C No'wood, vegetation, stumps, roots, cardboard,
trash, or other celtulose containing material shall be buried on the building
. lot.
Add-Subsection 1.4.D No material fallingunderFBC Section 308
Hazardous Occupancy shall be stored on site without verification that
storage of such material shall meet the code requirements.
3.. SECTION 07240 EXTERIOR INSULATiON FIN!SH SYSTEM
lO/2I/04 ..... Y~f:P. :46 FAX [g] (I 12
Change---Subsectlon 1.3.8J11 to read; Exterior Insulation Finish System
used on this project shall meet all requirement of the Florida Building
Code Section 1403 and 140$ for the exposure listed on the construction
documents (both architectural and structural). Each ()f the manufactured
system listed in Section 2.1,A manufacture systems to meet the code.
Before approval of the system, the subcontractor shall submit material as
stated !n Section 1.4.A to meet all code requirements. The attachment of
the foam is to be part of the ;approved system.
4. SECTION 02280 SOIL. TREATMENT
Add-This section has been; added to indicate termite protection applied
to the Soii.
5. SECTION 06100 ROUGH CARPENTRY
I
Add-Subsection 2.1 .A.4-~Wood used an this project shall be treated to
termite standards as requirep by the Florida Building Code.
I
i
,
,
I hereby certify that this addendum,was prepared by me Or under my direct
supervision Sind that I am a duly licensed Architect under the laws of the State of
Florida.
"1t<u. ~~
. ,Nail Weber, NA
IRBg. NumberAROO17512
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O;;;CtJfHmt load. per floo-r---jU.III9",bi. \~().lj -I"T'" .... . I: H'_.. ,__
- Based on :2,00 sf of g(t/ss unil space ;;.; 90 peoplellloor ',- - ~"'Lo::"~_'i_,:'~__.n~~_.~;~-
..'j' . ," .... 'H. ~~i:!! . -.:g'_
El!:It Wldth--[eJ.ql.hl. 10ll4f
Lavel.-.. gO K .2== lB' I
St~ir-.,. 90 x ,3=-27" I --,._.~~~
,
Both are less'thai the 36~ door and 5 '()I' qorrldor
~~.
T;a!~'&1 Dlstsnce-
North Corriid6r.-
T~ North ,:crrldtrdislan",,: batwa,,,, sJcils i~" Mal pj tB-l'. floiflJJB _.~_. ....--..--
dl,IJIiJ'oCe Is 9.1", ".~w ~. I
North t South Corrldur-- "ii'-.
Tho riortlt ConiC<< dI5""m~' b~tvlli1en exlllll. a I~B! ill 1l6'. Half lha !
dicj""". is liB'.
SOUIt! Corrldor.- -- .~.- . '.. _.- .~ "-~-.,~:----
Th~ SO~IhComdQr(liI:lanOlt t18MBsn ~l'ij.I. B latal <If 144', nalfjJjQ
diBl$'lnoa Is '1'2'". ,
i I
TA"'LE 1~1l41~1i!)ICATF.S THAT IN ASPRIHiH.ED IJUJUNG Ttll: -----,~-
MA~: TRA\lel DltiANCf ALLOWED TO AN EilCnr is ~29'. HilS . ~ .,
BUIPl!NO MEET" 'mAT STA>>P,/!.IlD. " ~
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~_.". ._- @
l.IFE SAFETY PLAN (TYPICAL FLOOR) '___._n...._ _.__ ~____ __.Un
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CAPE CANAVERAL COUTRY INNS & SUITES 14-~~ 22BG Watertown. RORd, long lak,f!, Mill 553f.e-S418
!l5~A16,4434' Fa. 852.47G"5R6~ . "...a"",I)",.!ch~".-,j" ",.
.1(1../;':]/04 . ~f$.P_ (I.~ : FAX I4J I) 14
i
SECTiON 08710
DOOR HARDWARE I
PART 1 - GENERAL ~
Ll RELATED DOCUMENTS
A. Drawings and general pl'OViS101lS of me Co.'1tnl.c!, including General and Supplementary Conditions and
Division 1 Specification Sections, apply 10 this Section_
1.2 SlJ.MiI,1AR Y
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A. This section jncludes the following:
L Furnish door hardware (for holloW metal, wood and alilll:ilim.m. dMrs) specified herein, listed in the
!:l"rdwfUe schedule, and/or require~ by the drawings.
2, Where items of hardware are not i deflIlitely or correctly specified and is required for the in,elided
senice, such omission, error or other discrepancy should be directed to the Architect prior to the bid
date for clarification by addendum. Otherwise furnish such ltems in the type and quantity
established 'by this spe~L!I0ation for the appropriate $emce ill tended,
.. I
R Related Sections.inc1udeihe foHowing:
1. Finish Camentry: ~Section 06200 '
2, Hollow Meta-I Doors'lind Frames; 'Section 08110
3. Wood Doors: Section 082l.O
4. Aluminum Entralwes ilnd Store F~()nts: Section 08410; At! hardware for Aluminum Doors t,j be
fWnish by Section 08710 except ~e<itherstrip.
5. Electrical: Division 16
.; .., REFERENCES
l...1
A_~ BlvttiA . Recommended Locations for Builders' Hiltrlwax-e.
R NFPA 80 - Standards for Fire D00l'6 arid Windows.
C. NFP A 10 I - Code for Safety to Ufe Wm Firt in Buildmg;;; ilnd Structures.
D. UL- Buildirlg Material Dltectory.
1.4 SUBMUTALS
A. Submit 5 copies of a detailed hardw~ schedule under the provis.ions of Division 1 Section "Subtt'.irta1
Procedures".
L The schedule will be prepared lL.'1f1er the direct supef'iisioIi of a registered Architectural Hardware
Consultant (AHC) employed by tile hardware distributor. The hardvlare schedule to be signed and
e!'nho~sed with the DID certification seal of the supervising AHC. The supervising ARC shall
attend any meeting related to the project when requested by the architect
2, Utilize the vertical format of scheduling and the practices outlined by the Door and Hardware
Institute (DHl),Conftdential Pa.ge i1 9/3012004
3. Include documentation fOT UL lOC or other awm"ed. testing agency smti:ng ba.dware has passed
UBC Standatd 7-2.
Country Inns & Suites, Cape Canaveral, Florida 1
OEm 0-
10/;';]/04 \VE.Il 06: 48 FAX I4J 015
B. Submit a keying schedule for rev-iew bfU'ed on a approved hardware schedule and a conference with the
owner's representative.
C. Submit samples when requested by the Architect ftJr approval in the specified finish.
D, Templates and "pproved hardware schedule to be' fumished to each door and friUtte fabrici'ttm- a.~
required.
1.5 QUALITY ASSURA."{CE
A. Furnish products of only one manufactUrer for each type of hllIdware unkss specified otherwise.
B. All gubmittals must be submitted. :in ~'riting prior to bid and include product infonnanon along with
Ie<:lSOfl for changing from the minimUm standards. set bv Cp.rlson Properties Substitution will he
approved by Robert Ruhland at 651-731-7127, Fax: 6~1-73S-1800,
C. Properties not f1mlished by TCH Co. w;iJl be inspected for compliance by a local Ingersoll Rand :rep.
D. Provide hardware 1:ested and listed by l{ndet'\\TIters Labotatoricf>.
E. Provide hardwl'lrEi for fire-rnted openings {;.oufurming to FBe Standard.
F. Provide hardware for fu~~-rattd openin~s oonfurming in compliance with NFPA 80 1995 Edition.
1.6 DELNERY, STORAGE A.,l',JD HANDLINp
A Deliver, stOre an&. hi'Ulclle in accordallc~ with Division 1 Section "Product Requirements". Mark origifia,l
cont:!lirJers to correspond with the apprqved hardware Schedule for th.e installation location.
B. Rooeive, iD'Hll,tOry and store bardwm-e in Ii. secured and dry environment, protect against loss 1U1d
danHige. I
C. Report shortages to the Architect and ~ardwaTC supplier iJI1.mediately after receipt of rnaterial at the job
site. .
D. General Contractor to COntact TeH Co; for Carlson Company volume negotiated pricing.
1. Contact information: I
,,1. Robert Ruhland, AHC 1-800-747-1950 Diied 651-731-7317
F ART 2 . PRODUCTS
:u ACCEPTABLE~'OFACTURERS
PRODUc...1'S SPEmIlill. ACCEPTABLE
L Butt Hinges lyes Hager, PBB,Stwley
2. fl~~$h Bolts Ives No Substitution
3. Exit Devices Von Dupnn No Substitution
4. Locks and Latches SeWage No Substitution
5. Pulls, Push Bars, Ives Hiawatha
PushlPull Plates
6. Coordinators Ives, No Substitution
7. Closers LCN No Substitution
8 Protective Plates Ives Hiawatha
9. Overhead Stops Glynn-Johnson No Substitution
10. Wall Stops lves DON-JO
Country Inns & Suites, Cape COlnaveral, Florida 2
I 08710-
/04 . WEn 06: 48 FAX 4ZJ016
11. Magnetic Hold Opens LeN Dmma
12. Thresholds, Sweeps, Reese Pemko, NGP
weatherstr1ps, Gaskets
13. Key Cabinets Lund Key Controls, Telkee
2..2 BUTT HINGES
A Acceptable manufacturers and respective catalog numbers:
Ives Hager Stanley - m
L SPBl t279 1'179 PBgl
2. 5BB! BBl279 FBB179 BESI
3, 5BBl 630 BBl191 FBB191 BB21
4. 5BBlHW BB 1I68 FBB168 4B81
5. SBB 1 HW 630 BB1l99 FBB199 4B21
:R Fumish the follo",ing hinge quantities for each door leaf.
L 3 hinges tor doors up to 90 inches.'
2. 1 additional hinge for every 30 inc~ on doors over 90 inches.
3. 4 hinges for Dutch door applications.
C. Weight and Type:
1. Standard weight: pImn bemng hinge 5PB 1 for interior openings throu~ 36 inches wide without a
door closer. i
2. Standard weight: ball bearing hi~ge SBBl for interior opening over 36 thr"ugh 40 inches ~ide
without a door closer, Md for interior openings through 40 inch.::s wide with a door closer.
3. HeaV}weight: 4 ball bearing hjng~ SBBIHW for interior openings over 40 inches wide, and for an
vestibule doors. i
4. HeaV}weight: 4 ball bearing hinge SBBlh"W630 for exterior 'Openings unlc~s othervvise listed in
groups.
S. Butts for lockable doof$ opening ioutward shall, have non-removable pin (NRP); other butts shall
have t1o!Hising pins. ' .
,
D. Size: Furnish doors with the followingi
, 1-3/4 inch Thxirn 4-1I2 iineh by 4-1/2"
l.
E. Provide proper hutt width to clear trim fIDd allow:full 180 degree s,\.'ing.
F. Butts shall have fiat bonorit tips unless btherwise noted in hardware groups.
2.3 FLUSH BOL IS A'Nl) DUST PROOF STRPrnS
A. A,..ceptable manufacturers and respecciye catalog numbers:
Ives No Suhstitution
l. FB4S8 I
,
2. FB31P
3. FB41P
4. FB51 P
S. fB61P
6, Dn
B. Furnish dustproof strike DP2 for bottom bolt.
2A EXIT DEVICES
A. Acceptable rnanufacp.:u-ers and respectiye catalog niltnbers:
Country Inns & Suiites, Cape CanaveraL Florida 3
0871 0-
10/27/04 WED (16:49 FAX I4i 01 i
YQu Dnprin No Sub;;titu.lli?JJ
L 99 Series
R Type,., functions and ratings shaH have delMllocking latch bolts.
C. S\.lrface applied strikes shan be roller type unless otherwise noted in groups.
I
D. DeviCES to be equipped v,ith a sound dampening feature to reduce touch pad return noise.
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k On full glass doors there ghall be no exposed fasteners on the back of the meohanism visible through the
_.
,glass.
F. Provide furu balls as required.
G. Devices s,hall be the product of 1 manufacturer.
H. Exit devioes specified "LBR" are to! be supplied with sllI'faot: vertical rods with "Less Bottom Rod"
(LER) and no strikes inst<~lled on the floor.
1. Hollow meta! t".lmovable mullions shall be keyed and removed by a standard mortise cylinder.
1. Exit devices that are supplied with leVers shan match trim design of locks and latches.
I
25 LOCKS A.~D LATCHES
A. Acceptable mauufacmre.rs and respec~"e catalog numbers;
fuiblage No Substitution
1. D Series Sparta
B. Furnish lock 1}pes and functions specified in the hardware schedule, with the following pmvision.~;
L Backsets: 2-3/4 inch
'l Stri.kes:
~.....
lfI" Wrou.ght box type for the inactive leaf of pairs of wood doors, and wood frml;;s.
b. .P.-NSI A 115 -2 type fur hollow metal doorS! llIld franles.
c" r~ip length sufficient to pmteyt trim, frame and inactive leaf.
C. Fu:rnish knurled lock lever handles on doors to gtai.n; (e~lt stairs not included) IQading platforms, stages,
boiler !'/Xlms, and other hazardous locations. Applied l:1:ipe is rIot allowed on levers.
2.6 PULLS, PUSHBARS, PUSH/PULL PLATES
A ACCeptable manufacturers and respec~e catalog numbers:
~
1. linch diametc! stnligh, pull 8103HZ
2. 1 inch diameter pushhar and pull 9103EZ
~, PushIPull Plate 82004 xl6
:>.
4, Puil 8102-8
B, Lei.1gth of push bars 5111111 be suffici~t to moun, eaph end on center of stile, Push bars on flush door$
shall be :3 inches less than door width. Mount all push bars and pulls back to back with shoulder bolts
rod sm screw. Set screw to be OIl. the iiwide,
2,7 COORDlNA TORS
A. Acceptahle Inanufacturerl'i and respectfve catalog numbers:
Country Inns .& Suites, Cape Canaveral, Florida 4
08710-
11.1/':1/04 WJ:;D 06:49 FAX [4]018
Iv~ No ~u2,,,ti1\1!iQn
1. COR
B. Furnish II COR series coordinator fo~ labeled pairs of doors equipped with lmtomatio .flush bolts and
those with vertical rod j mortise lock fIre exit device combinations with overlapping asrragals.
c. Furnish filler bars to fill the complete opening width, closer mOliJiting brackets, cany ban;, and special
preparation ror top latches where applipable.
2.8 CLOSERS
A Acceptable manufacturers and respective catalog numbers:
LQ:{ No Substitution
L 4{) W4111 EDA
2. 1461FC/P1461FC
,
B. Closers shall use high strength cast iro~ cylilldcn and 1 piece forged steel pistons.
I
C. Closers shall utilize a stable fluid withsmnding temperature range of H20deg F to -30deg F without
~eason1ll adju~trnent of closer speed fu properly close the door. Oosers fur rae-rated doors shall be
provided. with temperature stabilizing ~uid that complies with standards UBC 7-2 (1997) and 1,'1. lOC
D. HeflY'; duty closers shall have field aujustable !<prirJ.g power that at the low end is capable of meeting
A.D.^- requirements, and at the high end is oapable of controllin~~ Ii 44 inch extenor aOOf,
I '. ~
I
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E. Furnish complete with mounting bra.c~ets, drop plates, special shoes, and tbru bolt" as may be required
by the door;md frame conditions.
E Provide door closers for labeled doors,; whether called fllr in. the hardw;u-e grOUP!! Qr not
G. Install closers on the room side of cdrridor doors, stair side of st'J.irways and interior side of e4terior
doors.
H. Closers shall he the product of 1 manuracturer.
2.9 KICK PLATES AND MOP PLATES
A. Furnish pfOtective plates as specified i11 hardware gnmps.
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B. Kick plates shall be 10 inch high and 2 inch LDW (less doorw.,4th). Except plmel doors shall be 1" less
bottom rail height.
C. Mop plates shall be 4lnch high and 2 inch LDW (less door width).
D. Thickness to be 06 gauge) 0.050 wchlDIlU Brass.
E. Platl~$ shatl have countersunk holes and beveled (all four) edges.
!
2.[0 OVERHEAD STOPS
A. Acceptllble manufa{;ture.r~ and rospective catalog numbers:
lllynn-Johnson No Substitution
L GJ90 Series
2. On 00 Series
3. GJ450 Series
Country Inns & S~~:te5, Cape Canaveral, Florida 5
, 08710-
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B. Furnish 01450 series overhead stop for doors equipped with regular arm sl.ll:face type closers that swing
more than 140 degrees before str'Jcillg a wall, 'for doorg that open against equipment, casework,
sidelight&:, or other obj ects that would m<lke wall blfmpers inappropriate, and as specified in hardware
groups.
C. Furnish sex bolt attachments for wood and mineral core door!'> unless doors are supplied with proper
reinforcing blocks.
2.11 WALL STOPS AND HOLDERS
A. Acceptable manufacturers and respective catalog numbers:
Ives No Substitution
L WS407CVX
2. WS407CCV
3. WS1JX
4. WS40
B, Where wall .tops are not "Pplicable, furnish overhead stops.
2.12 MAGNETIC HOLD OPENS
A. Provide t'JP€S as Hsred in groups.
B. Acceptable manufacturers and respective catalog nunibers;
!.Qi
L SEM 7850
2. SEM 7830
C. Provide proper voltage and flower cQn~umption as required by Division 16.
D. Magnetic holder's housing and armature shall be constructed of a die cast zinc material.
2,13 WEATHERSTRIP, THRESHOLDS, GASKETlNG
k Acceptable m;mufacturers and respective catalog numbers:
WJm. NatiMa] Guard Reese
1. Thresholds: 17IA 425 S205A
2. Weatherstrip: 2891APK 700NA 7.55A
3. "'Head &; Jamb Gask<:t: sggn 2525 797B
4. Drip Cilp: 34M 16A R201A
5, Sweeps: 18061CP B606.A 964A
B. Where specified in the hardware group:s, furnish t':le above products unle!>,;!; otherwise detailed in groups
i
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C. li<Fumlsh head/jamb gaskets and edge stile astragals for pairs, at Ere laheled doors whether listed in
group or not Provide material based on passing UL lOC, UBe test standard 7.2.
,
D~ Coordinate v.itil door rnanufact'urer the mtumescent fll'e and smoke material for :fire rated openings; 1l.S
required by door and frame momufacturer to comply with TJL IOC, UBC rest 7.2.
2.14 Fn-.1SHES AND BASE :MATERlALS
A. Except where indicated otherwise in the hardware groups or herein, hardwue finishes shall be applied
over base meads liS specified in the fi~sh schedule that follows.
Counti)' Inns & Suites, Cape Canaveraf, Florida (,
0871 0-
J. ~~ ,.' ~ ,I l t.J-'.t ni"'.JIJ t) 0: D i} t.....~..~ I4J 020
Finish Schedule:
flAB-DW ARE lTEM.____ FINISH AND BASE l.\1A TERIAL
L Hurt Hinges
Exterior US4
Interior TJS4
2, Flush Bolts US4
3. Exit Pevices US4
4. Locks and Latches US4
5, Pulls and Push Pla.teslBars US4
6, Coordinators Prime painted. or mill all.lIIL
7, Closers Powder coat aluminum
g, Protective Plates US4
9. Overhead Stops US4
la. Wall Stops and Holders US4
I L Ibresho1ds Mm Aluminum
12, Weather-strip, Sweeps Drip Caps Aluminum Anodized Gold
13. Magnetic Holders Brass
14. Miscellaneous US4
2.15 KEY1NG
A. Key locksets and cylinders into a new Sc:hlage Everest Master Key System.
B. Fumtsh 3 change keys each lock, fli.n:ri~h. 6 master keys each set Fumish 6 grand master keys.
C :Provide keying as required by owner's h:presentative.
2.16 KEY CABINETS
A. Accepmble $U!u.factmers and respective cablog numbers:
bw!d Key nmtrol Telkee
L 1200-1205 A"A :M228-2480 RWC-A we
2. Furnish 1 model! 200 or 1205 AA key cabinet with a oapacity 1,5 times the number of key .sets.
PART 3 . EXECUTION
3J a"X.A..l\11..1I.JA TION
A. Examine doors, frames, and related itefIlS for conditions that would prevent the proper applicati.;lU of
fmish hardware. Do not proceed until defects are correc;ted.
3.2 INSTALLATION
A. Eefcre hardware installation., general cootractor/constru,ction miU1ag;;r shall coordinate a hardwlirc
installation seminar with a 1 week nonce to an parties involved. The ~a:r is to be conducted on the
installation of hardware, specifically of locksets, closers, exit devices, continuous hinges and overhead
stops. Manufactuter'g representative of the above products to present seminar. Seminar to be held at the
job site and attended by iIl>talJers of hardware (including low voltage hardware) for alU:rltmum, hol1ow
metal and wood doors. Training to include use ofmstallation m&:i:luals, hardware schedule, templates and
physical products samples.
E, Insbll each h31dware item in stric~ complianoe with t.~e manufacturer's printed instructions and
recommendations, using only fasteners supplied by or called to, by manufacturer.
Country Inns & Suite5, Cape Canaveral, Florida 7
. I 08710-
J.V/J:.i/t.I<x IlJ:.V Ul:i;;:;l tiLt I4J 021
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C. Ser {mits level, plumb ;md true to the line lilld location. Adju~t lind reinforce the av..achment substrate as
necessary for proper installation and operation.
D. Install hardware on UL labeled openings in accordance MID manufacturer's requirements to ma.intain the
label.
E. Install per door and/or frame manufacturer's supplemental "S" label mMructions on fire rated openings.
F. Mortise and cut to clo~e tolerance and yonceal evidence of cutting in the finishexl work.
!
G. Ori.l1 countersink units wbich are nm factory-prepared for anchorage fasteners. Space tlmeners and
anchors in accord with industry standards.
H. Mounting Heights
L Install hardware at mounting heights conforming!", BfvlliA recommended mounting locations.
2. Install wall stops SOW and 60W to engage leven; and pulls.
3. Do not mQunt wall stops on casewOrk, cabinet work or equipment.
L Deliver to the mvner 1 complete set of installation and adjusttnent instructions, and tools as furnished
with the hardware.
J. Inspection of Hardware and h1&'talladon: The hardWfLre supplier and manufacturer's representative
(locksets, closers, exit devices and oV~fheoo. stops) shall visit the project after all the hardware has been
installed and shall notifY the Architect lif there is ilnyhardware that has reot been installed correctly. The
Coutractor and hardware supplier shall fhmish the. Architect with writttri certification to this effect.
After the hardware is installed, the haidwan~ tmpplier and manufacturer's representative shall mee1 with
the Owner to explain the functions, llS~S and maintenance of ail types of hardware installed.
3.3 ADJUSThffiNT A.~'D CLEANiNG
A. At final completion., adjust ;md check ieach operating item of hardware and each door to ensure propel'
operation W1d fwlotion of every unit. tubricate moving parts with type lubri~tion recommended by the
manufacturer.
B. Replace unit that cannot be adjusted and luhricated to operate freely and smoothly i'15 intended for the
application made.
C. Instruot owner's personn~)l in the proper adJu$tilleJlt~ of the hardware.
D. Clean and restore hardwart to the origipal finish..
3,4 BARDW ARE SCHEDULE
A. Furnish hardware items In the amount indicated unless additional hardware is required far a complete
and operable facility.. Emu..e completeness, proper function and proper application of hardware for each
! door.
HW SET~ OJ
liThiGES AS R.bQU1RED
fA EXIT DEViCE EL99NL YON
Country Inns & Suites, Cape Canaveral, Florida B
0871 Q.-
lU/;;;i/i.l4 \I.t:l> OIl:52 FAX I4J 022
1 SA CYLTh'DER lN~CHANGEAJ:lLE COltE
I EA SURFACE CLOSE.~ 4111 SCNS LeN
1 EA SweEP REE
1 511. THRESHOLD REf
1 EA WEATI-lERSTft11' REE
1 EA 1'0IVER. Sli'J'I'LY PS87J-2 VON
1 8A POWER TRANSFER Et'T2! VON
CARD READER BY OWNER !
HW" SET: O;!
HJ:NGES AS REQlJh'1ED
1 EA E)QT ALA.RM 2.670 . VaN
1 EA CYLl.NPER lNTBRCHANGEABLE CORE
I
1 EA SURF....CE CLOSER 411 j CNS SRI LCN
1 EA SWEEP REI!
1 M THRESHOLD REf
E.A l,VEATHIJR.&TRlP ltEE
H W SET:: 0,3
HINqliS AS REQUIRED
1 EA fASSAuE LATCH D10 i SCH
1 i"A SURfACE CLOSSa. 1461 i LCN
, EA KICK PLATE lYE
,
1 EA. smp
1 SEI GAS:KETlNG
HW SET: 04-
HrNqES AS REQUlRED
1 EA CLASSROOr-..t LOCK D70 : SCH
I EA SL'RF ACE CLOSER 1461 CNS LC:"I
I EA KICK-FLATE IVE
] S"''T GA.SKETlNG
HW SgT. OS
HINGES AS REQUIRED
1 EA CI.A5SROOM LOCK lJ70 : seH
1 Ell. SURFACE CLOSER 1461 LCN
J EA KICK PLATE WE
! fA STOP
PROVIDE GASKETlNG AT RATED O!'ENlNGS
tfW SET: 06
,
l-1 fNGES AS REQUlRED
1 EA CLASSROOM LOCK D70 i SCli
J EA STOP
H'w SeT: 07
Hll'iOES AS REQUIRED
Countl)llnns & S~ite5J Cape Canaveri11, Florida 9
0871G-
..1V/ .b; j I u":!: moll IHj; b;: t'Al ~O23
1 EA PASSAGE LATCH Sell
1 EA QVEPJHiAD HOLDER GL.Y
HW SET: OF;
!-l.fNGE$ AS REQUIRED
1 EA r ASSi\GS I..ATCH 1)10 SCH
1 EA STOP
HW lHIT; 09
H!NOgS AS REQUIRED
I cA STOltEROOM LOCK 080 SCH
I EA Sull.FACE CLOSER 1461 CNS LeN
1 Ell. KlCKPLATE IVE
l'ROVIDE G.A..5F".ETING .A T RAT:2.D O!'l:':NiNOS
PROVIDE SlU COA TrNH ON CLOSER IN POOL .A.REA
H\", SET: l[)
HINGES AS REQUiR,"P
i Ell. PASSAGE LATCH 010 SCH
1 EA SURfACE CLOSER 1462 LCN
, EA KICK PLATE IVE
1 EA. W.GNE11C HO!.D-OPliN SSM LCN
1 SET GASKETlNG
HWSE!: 11
HINdES AS REQUIRED
1 EA ACCESS CUNTROL LK ACCESS CONTROL l3Y OV.'NER
1 EA SURFACE CLOSER 1461 LCN
" EA KICK PL.ATE lVE
1 EA STOl:'
1 SET GASKETING
PROVIDE SRI COATING ON CLOSER fN POOL AREA.
liW SET~ 12
HINGl':S AS I<.EQ!JTRED
I EA STOREROOMWCK DBO: SCH
1 eft. SlJRFACE CLOSER 1461 LeN
1 EA KICK PL.A TEl IVE
I EA- STOP
PROVIDE GASKETJ:'liG AT RATED OPENINGS
flW SET: 13
HIN~ESASRF.Qu1RED
, SA PR...'VACY LOCK D4(j , SCH
1 EA. STO?
Country Inns & Suites, Cape Can~Yefi)L Florida. 10
0871 Q-
.l. V/ .; A l IJ'i: "LV IJO;;:;" riLl. I4i 024
, ,
NOTE: All bathrooms to have split finish US4 outside and US26D inside.
HW SET: 14
HINS1ES AS REQUIRED
1 SET FLUSH 80L T FB458 IVE
! EA nUST PROOF STIUKfl D1"2 i IVE
I fA CLASSROOM LOCK DID! SCH
2 EA OVERHBAD STOP 4S0Fl GLY
HW SET; 1$
HINGES AS REQUIRED
1 IlA STOREROOM LOCK DSO; sel-:!
1 EA STOP
HWSET; 16
HiNGES AS REQUIRED
1 EA ACCESS CONTROL LK ACCI3SS CONTROL BY OWNER
1 EA SURf Ace; CLOSER 1371 : LeN
! EA KICK PLATE lYE
1 EA STOP
1 SET GASKETLNG
1 EA OOOR OIJARD 482 lYE
1 EA DOOR VIEWER 698 IVE
l-lW$ET: 17
HINGES AS RIiQllfRf):D
1 EA PRlV ACY LOCK AlAO SCH
1 EA STOP
NOTE: All bathrooms to have split finisH US4 outside and US26D inside.
Country Inns &: Suites, Cape Canaveral, Florida 11
08710-
.itJ/ ~ i.l (.It! 'ILlI 1I ti; ;j;j rA.!i. I4J 025
::;it:i,;IIUN "UZ;2!IJ
SOIL TREATMENT
"
,..--""-".
1. GENERAL
I:: 1.1. SUMMARY
A., Section Includes:
1" SUbterranean termlta prwenlion trealment of sal areas schedulerl to receive new construction.
2- $ublemmean tBlmite prevention treatment of new oonstruc1ioll ill17l>9ffiSS.
1.2. SUBMITTAlS
A Product Data: SWmI fIOOuctlabel or aooompanylng labeling in acrordancs with the Federallnsedlcide, Fur9Cide,
and Rodenticide- N;t
6. QlJality Control SUbmittals: I
t eernfi~ EYicIence of lnslaller's 81.1lhorizalion 10 apply producls under appioable state and local law.
2. . Manufadurers instruc:!Jons: Submit manufacluret't diredfons for use.
C. COntract Cklseout SlJ!:Imlttals:
1. Project raoord dOOllmenJs:
a. Submn a cedificate signed by installer and romraewr stating that treatment has been app!fed in
acc:otdmce with appJaijs govem~ regulations and in acooroance with this ~0i1.
b. ' lncQtporW into t"~ cerlificatfI Of attach themw "pian drawing indk:afing actusT applicatIcn
loc8tioos and, forESh: tor:alion, noting methods arri rates of spplicatkJn and inclWing typical
-- settkmt or datals wht!ire necessary for clarity.
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D. Warranty.
"".~ '.
1.3. QUAliTY ASSURANCE
A. Installer Quafilieaooiis:
1. Uc:tnsed to install specmed pri?ducts in the state in which the project is located and in ltle local jurisdiction.
2. A rompany Installing produdS of this section l!lfld whose lnslallations have perfOl'l1led in a sansfac:tory
manner undar rnmparable an;ItiOIlS !'or ill period pf 5 years.
. B. Regulatory Requi~nts: i
,. Comply wi1h applicable pesticide regulations of the state it whicl1\he project is !oc;ated.
2. COmply With applicable ~ P!!'S5c1de regulalions.
1.4. WARRANTY
A. Special Wamil'lly:
1. Submit inSWet's warranty against inmstalion of t.reated area~L
2. Warrant)' shall ilol reduce or otherwise lirnlt any olhet lights to correction wllidl the owner may have under
lhe contract ooQlmBrlts.
3. Warranty period: 5 years.
B. CorrecIioo during the warranty period stiall i1dude not less that the icllowillg:
t Reltealment of atiaS in whidleYidence of infestaliOrl is djscavered.
2- Repai,-ing, pa1d-dng. reJIiOvirlg; and reinsialmg afbuilcrmg malertals andsoD materials when nlDSSary to
facilit;;rle relnostl'r.&l'lt folt-......iilg lnfeo;taOOn.
3. ~.I'ellalr, or replaceJ'llent of building matenals Qncluding permanent bwres) that become
damaged by subtel'l'anaan tooniteS. .
0"22flD..1
~---~,..
.lV/t:.I ft}'i: r!.t.1J 1I0: bJ t'A..l:. 141 026
SEemON .-022Btl.
SOIL TREATMENT
C. Transferability: While In force, wmranty 5hal1 be fully lransferrable 10 ~ent owners_
, -
--
2. PRODUCTS ....
2.1. TERMmclDE
A Regiaiered witl the United States Enviroflmen~ Proteclion AgefJ1:y (!:FA) for U3e as a lefmiffooe under aJrIditions
of ~ prevailing at the ~ site.
a. RegIStered with the appUcable al.lthallles In Ih8 stale in which. the project is located and with local governing
authorities, as awflCable for use as a termilicide WIder CiOIWtions of use pl'EMiITmg at \he project sm.
. ,.
c. . Products: PlllIJfde cne of the following:
t DlJrsban Tt,:.
3. EXECUTION
3.1. APPUCATiON
i
I
A AppIy~rmiliOOe n sbid ElCCM.laIlc& with manlnacturers inslructlons.
B. Apply 1emJi1:ici:ie at the maximum recommeo~ application rales for !tie respecliVe rimas 10 be treated and methods
of hatment used.
C. Treat the entire structure. Do td leave any portion lJI'lueate<f. ~.
.'>,---~.
D. Schedule treatment of new cmslnlction D occur wha1lrealrnent may be appl~ diredlyto the soils and sulfaces to
~ treated. a'Id prior to !heir ooncealme!1t with ~ooequent consWc:tioo.
3.2, CLEANfNG
A- Do not allow ronlammatiol1 of ~1Jrfaces not inlaflded kJ be trealed. follow mal'l\.lfacllJrer's instructions to cornplelely
remove dlemIcal from surf;ces should contamlnatian OCCt.lf.
B. Remove from beneath the slruciJ'e any cell.lioSic material, wood that Is not pnlSSUfe--preseMWYe tealed, and
debris. Do not allow non-pI6SSl.te-pmservatille treated wood 10 OOntoot will1 Of remain proximate to 5011.
END OF SECTION 02200
-~
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archltG>cts & plann~1"S
. 2280Wat"'rtowi'l Road, 1.000g I.llke,MN 55356.9419
952.475.4434 '. ,Fa:dl52.476.5863 ' nw@Weberarchilecls.com
26 October 2004
ARCHITECTURAL ADDENDUM A~2
COUNTRY INNS & SUITES
CAPE CANAVERAL, FLORIDA
This addendum shall be added to ~nd become a part of the original plans and
'specifications. All items shall be as originally specified or drawn, unless
. specifically amended by this or subsequent addend~.
CHANGES TO DRAWINGS;
.1. Clarification of Wall Types---Adqendum drawing A 1. .:(attached to this
addendum) .
ADOPTION OF PLAN REVIEW;
The Second plan review (Dated 26 October 2004) conducted by Todd Morley, .
, 8uilding Official for the. City of Cape Canaveral with the responses (indicated in .
bold type) to specific issues show~ isinciuded in this addendum. .
CHANGES TOSPECIFICA TION$;
Fireplace (located in Lobby) Specification~
Fireplace shall be;
. Heatiiator ":"Silhouette--Electric Fireplace Serifis-SILH60E-{110/120 volt)
(See attached sheets to this Addendum)
!
:
certify that this addendurrl was prepared by me or under my direct
'end that I am a duly licensed Architect under the laws ofthe State of
10/~7/04 WED 06: 55 FAX [4]02fl
",
Eleettic Firepla~e Series, ' --.-.,,--...-.-..-
ir'n" "If II4i'
,
...-.,
The Easiest "Fire" You'll Ever Build!
. Winner of me 2003 Vesta
Award for best new electric
fireplace in the industryl
.. The ultimate in realism. You'll
bE amazed at the rC'.ilistic fhunes
atld ember bcd. A hefty f.,Tdte and
new log design make it'k~ok like a
wood me. -
. Easiest installation yet. No gr.i.'i linE: or venting
n;CjU1t::;;.d means no cost for gas lines or venting.
. 3 sizes available. Avaihhle:.in 36" and 31" wide
Dptmn~ models and introducing the sp'dcc-saving
2i)",vi . tho
" l~8U~~<F it in. LviodelE SlLH30E, SIJ;.H50E and
::,1l1~6U~ can bel-Ifficd m to '!:.110/~20'VDlt
Outlet, Models S .!.JOEV and sILH6UEV are
'it' des~ed for 220j240-volt application and Cm be
har ' '\\nred.
I,
.j: '" Versatile! '111e SItH30E carl be used as an
, electric imecr to retwfit woodbuming fLreplaces.
· Finis~ IS a snap_ Finish with a trurutional
, fireplace ook or ~m ~,Vf\ililble wood cabmcts and
surrounds with. gcantte or marble nat'..u-al stone.
· Designer options available. A choice of de-
signer fronts, doors, n:ims, refractory pan~~ atld
remot:e$ m;1J;;e it ~~'Y to f..l.1.<;tolT.J.ze your Silh6ud:te
fireplace.
· Dashboard control panel. Heater, thermostat,
flame ~peed c:ontro~ 311d brightness control all
available at ~ur f4"ll1:ertips (on SlLHSOE/EV ;l,!'ld
SlLHGOE/EV models 0[11y),
~i'
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- 800-927-6841. ll$:'}1. t W'l
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.r T - l!ilj1i)It)""_dJI~_U~(~"Jl(~~JIfil.~Ur*'Td~~
'I
This information is for planning purposes only. Refer t~ mstaDation instructions when installing this. pnjduct as a 'lir~,
Product Dimensions '
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S~IDOE SILlhoE ALL MODELS
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SILHSO:EJEV SIT..H50E/EV
SILH60ElEV Sll.,H60'E/EV
-
Framing Dimensions
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In.;;.r~ "'111 width tA, O'~. n.;:-.:1~
h.....r h.igh, (8) t:y '/,',
Model A I BCD' Model B','
SILH:',oE 26-\;?" 122-7/8" 12. 7/8" ~3/4" SmOE
S.lJ..H50Fin'V 36-i/4"pl-li4" j]-1(2" 14" Sll-.F~()E/EV
SlLHfrJE'EV 41-l/4"134--7f8" 35" i4" SIlli60EIEV 41H/8"
" .,..'
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FEDERAL EMERGENCY MANAGEMENT AGENCY a.M.B. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005
ELEVATION CERTIFICATE ..
Important Read the instructions on pages 1 - 7.
SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use:
BUILDING OWNER'S NAME PoliCY Nurnber
R.W. PAUL
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
9009 ASTRONAUT BLVD
CITY STATE ZIP CODE
Cape Canaveral FL
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
TAX PARCEL 252
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
HOTEL
LA TITUDElLONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type):_
( ##0 _ ##' _ ##.##' or ##:1###1#") o NAD 1927 o NAD 1983 o USGS Quad Map o other:_
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME 83. STATE
125094 - Cape Canaveral Brevard County FL
B4. MAP AND PANEL B7. FIRM PANEL 89. BASE FLOOD ELEVATION(S)
NUMBER 85. SUFFIX 86. FIRM INDEX DATE EFFECTIVEiREVISED DATE 88. FLOOD ZONE(S) (Zone AO, use depth of flooding)
0313 E 11/11/97 04103/89 X NlA
810. Indicate the source of the Base Flood Elevation (BFE) dala or base flood depth entered in 89.
D FIS Profile ~FIRM D Community Determined D Other (Describe):_
811. Indicate the elevation datum used for the BFE in B9: ~ NGVD 1929 D NAVD 1988 D Other (Describe):_
812. Is the building located in a Coaslal Bamer Resources System (CBRS) area or Otherwise Protected f::.rea (OPA)?D Yes ~ No Designation Date
SECTION C. BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: D Construction Drawings* ~ Building Under Construction* D Finished' Construction
*A new Elevation Certificate will be required I!vtlen construction of the building is complete.
C2. Building Diagram Number 1 (Select the building diagram most similar to the building for I!vtlich this certificate is being completed - see pages 6 and 7. If no diagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations-lonesA1-A30, AE, AH,A(with BFE), VE, V1-V30, V (with BFE), AR, AAJA, ARJAE, AAJA1-A30, ARlAH, ARlAO
Complete Items C3. -a-i below according to the building diagram specified in Item C2. Slate the datum used. If the datum is different n-om the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum NGVD29 Conversion/Comments NlA r-~~I
Elevation reference mark used PG2 Does the elevation reference mark used appear on the FIRM? D Yes ~ No '\S" ". '\
~",(....
o a) Top of bottom floor Oncluding basement or enclosure) ~. Q}t.(m) <5 () l~ I
JJ . . . '11')
o b) Top of next higher floor NlA._ft.(m) 1) 0) r'~~\~ I
o c) Bottom of lowest horizonlal structural member f:J zones only) NJA . _ft.(m) ~ 8 I q,)/ Xi '
o d) Atlached garage (top of slab) NlA. _ft.(m) .0 I ~, ' I
"01 ," " . ,,' j
o e) Lowest elevation of machinery and/or equipment ~ffii ',h''.\j) I
':0)- . 'I '\. /' I
servicing the building (Describe in a Comments area) L. ~ft.(m) Q).... I s: ..... " V"
E ~ . ~' ,,\'
::Ie: ',\~\ Q " '\/
o Q Lowest adjacent (finished) gade (LAG) L. ~ft.(m) z ~ , ~ .~-
.- '\ I
o g) Highest adjacent (finished) grade (HAG) I. ~ft.(m) jW ", j '_ FY) __~
o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade Q
o 0 T olal area of all permanent openings (flood vents) in C3.h ~ sq. in. (sq. em)
SECTION D. SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
I cerlify that the information in Sections A, B, and C on this cerlfficate iepresents my best efforls to interpret the data avajjabje~
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIER'S NAME
JOHN R. CAMPBELL LICENSE NUMBER PLS #2351
TITLE --.---
PRESIDENT COMPANY NAME CAMPBELL SURVEYING & MAPPING OF BREVARD, INC.
ADDRESS ----c- liP CODE
CITY STATE
P O. BOX 542148 ~dbOOITT lei ^~In FL ~"f'1C'~
SIG~ -('I '0. .1 '4 IVIL..I '\J '\.1 I I IUbI""'U~bJ' .J1..:tJ.J..:J
DATE TELEPHONE
'~i\/\ ~\::A-~\ll , 03/21/05 321-453-5820
FEMA Fom{81-31, Jahflary 2003 See reverse side for continuation. Replaces all previous editions
FEDERAL EMERGENCY MANAGEMENT AGENCY O. M.B. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires December 31,2005
ELEVATION CERTIFICATE
Important: Read the instructions on pages 1 - 7.
SECTION A - PROPERTY OWNER INFORMATION
BUILDING OWNER'S NAME
PORTVIEW INN & SUITES LLC
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO.
9009 ASTRONAUT BL YD.
CITY STATE ZIP CODE
CAPE CANAVERAL FL 32920
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
TAX PARCEL # 24-37-15-00-00252.0-0000.00
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
HOTEL
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type):_
( ##0 - #If - ##.#If' or ##.##f:I##j 0 NAD 1927 0 NAD 1983 0 USGS Quad Map 0 Other:_
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
I B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE
UNICORPORATED AREAS 125092 BREVARD COUNTY FL
84. MAP AND PANEL B7. FIRM PANEL 89. BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVElREVISED DATE 88. FLOOD lONE(S) (lone AO, use depth alflooding)
12009C0313 E 413189 413t89 X N/A
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
D FIS Profile D FIRM D Community Determined D Other (Describe):_
B11. Indicate the elevation datum used for the BFE in B9: [8J NGVD 1929 D NA VD 1988 D Other (Describe):_
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? D Yes [8J No Designation Date_
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: D Construction Drawings* D Building Under Construction* [8J Finished Construction
*A new Elevation Certfficate will be required when construction of the building is complete.
C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations - Zones A 1-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, ARlAE, ARIA 1-A30, AR/AH, AR/AO
Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section 0 or Section G, as appropriate, to document the datum conversion.
Datum NGVD Conversion/Comments N/A
Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? D Yes [8J No
o a) Top of bottom floor (including basement or enclosure) ~. 04 ft.(m) m _ .(' (\
o b) Top of next higherfloor .fl. 34 ft.(m) ~ () ) '-.;j
o c) Bottom of lowest horizontal structural member (V zones only) N/A. _ft.(m) ~ ~ rf) .----r-. -2..
o d) Attached garage (top of slab) N/A. _ft.(m) E -g -.::r ~ aJ
o e) Lowest elevation of machinery and/or equipment ~ : ./___,_.
sef\1cirg the building (Describe in a Comments area) z.. ift.(m) ~ ~ ~ fA ~
o f) Lowest adjacent (finished) grade (LAG) z..lft.(m) i}, cW JI V. /:; )(
o g) Highest adjacent (finished) grade (HAG) Z. ift.(m) ~ ...J (71
o h) No. of permanent openings (flood vents) wit'lin 1 ft. above adjacent grade N/A ::J I D- '- / I
o i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. em)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 100t.
CERllFIER'S NAME DAVID ROY JONES UCENSE NUMBER PLS 4301
llTLECHIEF SURVEYOR COMPANY NAME STOTTLER STAGG & ASSOCIATES
ADDRESS CITY STATE ZIP CODE
86$0NATi(\NllCAVE. r<>, CAPE CANAVERAL FL 32920
::iIGN.A1l1Rj 9' 1 DAlE TELEPHONE
"""-- c \. .~ 5118/06 321-783-1320
- 1
FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding infonnation from Section A.
BUILDING STREET ADDRESS (Including Apt, Unit, Suite, andhr Bldg, No,) OR P,O, ROUTE AND BOX NO, L'i ...> .i. .....
9009 ASTRONAUT BLVD. L .......
CfTY STATE ZIP CODE /..........
CAPE CANAVERAL FL 32920 !..t...................i.
<.
SECTION D. SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenVcompany, and (3) building owner,
COMMENTS
Equipment is a electrical transformer.
o Check here if attachments
SECT/ON E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO and ZoneA (without BFE), complete items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,
Section C must be completed,
E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately
represents the building, provide a sketch or photograph.)
E2. The top of the bottom floor (including basement or enclosure) of the building is _ It.(m) _in.(cm) 0 above or 0 below (check one) the highest adjacent grade. (Use
natural grade, if available).
E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent
grade, Complete items C3.h and C3.i on front of form.
E4. The top of the platform of machinery and/or equipment servicing the building is _ It.(m) _in.(cm) 0 above or 0 below (check one) the highest adjacent grade. (Use
natural grade, if available).
E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?
Dyes 0 No 0 Unknown. The local official must certify this information in Section G.
SECTION F. PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community-
issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CrrY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
o Check here if attachments
SECT/ON G. COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation
Certificate. Complete the applicable item(s) and sign below.
81. 0 The information in Section C was taken from other documentation that has been signed and ernbossed by a licensed surveyor, engineer, or architect who is autr,orized by state
or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. 0 A community official oompleted Section E for a building located in Zone A (without a FEMA-issued or community-issued BFE) or Zone AO.
G3. 0 The following information (Items G4-89) is provided for community floodplain management purposes.
G4. PERMIT NUMBER G5, DATE PERMIT ISSUED G6, DATE CERTIFICATE OF COMPLlANCEfOCCUPANCY ISSUED
G7. This permit has been issued for: 0 New Construction 0 Substantial Improvement
G8. Elevation of as-built lowest floor (including basement) of the building is: _._It.(m) Datum: -
G9. BFE or (in Zone AO) depth of flooding at the building site is: _._It.(m) Datum: -
LOCAL OFFICIAL'S NAME TITLE
COMMUNrrY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
o Check here if attachments
FEMA Form 81-31, January 2003 Replaces ail previous editions
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RE:INSP ~ \)=vv ~ : ....
II FIRE: ~tt~_~~ LOT DRAINAGE: n n~
LJTIL REINSP FEE: UuOO Cl.JLVER"r INSTAl._L: 0 00
tJl~ I L~ ~~E:: I DLJt~~ ~~ 'rOT'{:lL. -r'\/F:E I F'"EE: ~ t J _ t i; J
DRIVEWAY INSP: O~OO ;y~~ I BAL DUE: ODOO
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~~Im "rVPE II R 83279~28
-rVPE II DUE: l).l}lJ
.~ NO.l~E~. TYPE II DUE AM()lJNT MAY VARY DUE TO ADDITIONAL_ FEES OR FEE REDt.leT" ON
f.:REDll" REASON: 1 SUITES CI'l~Y OF CAPE CANVE~RAL
I
TOTAL f~EES: S~~J9a28
'T[~ -r~::;L. F;i2~ -'?"r.lE.:~fT::; -r'-"{F'~::: ], ~ ." _... -r err f::~L. F~f~l "{ t~H:J\(rS T \IF'E:: ::.: ;; Er~~~~~::.~?'(;,:' :> :2E;
._.~, ~D f) L~ E~ L::, ~:; ; C;? ;:j ,) '7' i:o,~! ::::~ ~T F~ Cj j"~I i~.~ tJ -r E; L.. ?y' 1) !""~ fJ 'r E~ L. c: r~ F' E" ~.= : .-:. . ,: ; ~../ -::. ::" i-~ ~
_~~ONTROl_ C02"78978 PERM 7' NUMBER~
'-;::';;{;; tit:;:;l__;:; 24 T71 ~:;oo__ _.. __
"t~':;j:-"::;;i:- ..1~:~~:~ 1;:_-'~ _ S~'-!E:C:~< i<"-,,~Jjt"~BE.~~:~f, 1"~'{:f~~;(.:r:5 [)E~F>[Y=1 ~-i~'~r":'L:.f-i .~.
PERSON ACCEf~'TING-FEE SMH CKS VHf~: ~~\~S:~~;~~j
dLUb INSPEC"fIONS: b33-2~8'7 ENV: HEAL~H 633---2100 l_AND DEV: A~~-2079
BREV ARD COUNTY BOARD OF COMMISIONERS
IMP ACT FEE ASSESSMENT
FORM B-2
I Project Name: Country Inn & Suites I
IDate: 3/27/2006 I Prep. by: N.Adkins I ISite Plan No.: City of Cape Canaveral I
Site Address: Rockldge Applicant: Kent Oliver
o Unincorporated [] Incorporated Oliver Company Inc.
Street: 9009 Astronaut Blvd. Street: 5713 Grand Ave
City: Cape Canaveral,FL 32920 City: Duluth,MN 55807
Phone: 218-628-2700
Legal Description:
Twn: 24 Rng: 37 Sec: 15 Owner: Portview Inn & Suites LLC
Sub-Division: Kent Oliver Manging Member
TaxParcel/Blk: Lot: Street: same
City:
Project Description: Phone:
Motel
Size: Solid Waste Billing Units: IC
Units: 152 Rooms Land Use Code: UC3900
Impact Fee Amount: ** NOTES:
Transportation: $68,612.80 1. CHANGE OF USE ON THIS PROPERTY
Fi re/Rescue: $0.00 MANDA TES A REVIEW AND MA Y REQUIRE
Correctional: $3,073.44 ADDITIONAL IMPACT FEE PA YMENT.
Emerqency Med. Serv.: $1,650.72 2. Payment is required before C.O. or Pre=Power,
Library Services: $0.00 however, payment cannot be accepted before
Solid Waste: $9,942.32 Building Permit is issued.
Educational Facilities: $0.00 3. If Permit Plan differs from Site Plan, Impact
Sub-Total: $83,279.28
Fee assessment may change.
Credits: 4. Fees calculated according to current Brevard
County Commissioners approved Impact Fee
Schedule.
** Est. Impact Fees: $83,279.28
Comments: City of Cape Canaveral building permit #2582 date 10/29/2004
Ipermit No.: I IControl No.: C0278978 f
Solid Waste Impact Fees assessed by: All other Impact Fees assessed by:
Brevard County Solid Waste Management Brevard County land Development Code
Phone: (321) 633-2042, Fax: (321) 633-2038 Phone: (321) 633-2065, Fax: (321) 633-2052
City of Cape Canaveral-County Inn & Suites.xls
FORM A - IMPACT FEE APPLICATION
BREV ARD COUNTY LAND DEVELOPMENT CODE
2725 Judge Fran Jamieson Way, A-119, Viera, FL 32940, Phone: (321) 633-2065, Fax: (321) 633-2052
PROJEGTrME: 6UJJtrt/ J;n ~ ~5}~~zfts CONTROL NUMBER: L 0 d-. I g q ,1)'
Mde - I PERMIT NUMBER: ::<SF3r~
p
SITE PLAN NUMBER:
APPLICANT:
COMPANY:
Address:
City: ~j)ULLLTII
MA/ Zip: 058.6 7
State: . Ie
Telephone: ( 6'c;;<9- 017'00
Fax: td.8-;J7.;1#"Cell: }J#S -tJ3 /)
I'
LEGAL DESCRIPTION: nri'Jlt:;w Z/J Y .Sit; <"6 (L
c:l1 Rng: _::J 7 /S- OWNER:
Twn: Sec: COMPANY: &./It VI/del'/'" fr)~::;:j::iiiJ h1
Subdivision:
~ OtC,,,/tffiJ r cr~o-""",,- '.<~-:li
Parcel/Block: Lot: Address: .' "') 7/'? ~~.IMl A- LIe.
City: ~LJuo;
State: /J} /l , Zip:S.s-?o :;;t
,
TYPE OF PROJECT: Telephone: ( ) t;;i o:l yO 0
o New Single Family Dwelling Fax: ( ) 6:;'3 tJ.1;2./f' Cell: (3d/) 79.6-' 9a.c~
o New Mobile Home 0 Deeded Lot / 0 Leased
NOTICE OF IMPOSITION
o Multi-Family Dwellings BREVARD COUNTY IMPACT FEES
o Condo o Townhouse o Apartment I HEREBY ACKNOWLEDGE THAT:
0 1 - 2 Stories # of Units: 1. I have been informed that pursuant to Brevard County
0 3 + Stories # of Units: Ordinances, Impact Fees shall be due and payable to
~ Commercia! I Industrial Brevard County prior to the issuance of a certificate of
occupancy for construction pursuant to a building per-
. Use: ;/ll) 'f:.Je..1 mit issued by the applicable permitting agency.
Square Feet: q~cco 2. Failure to remit the total fee may preclude the permitting
, Mo JJ/rJ.-7!ot agency from issuing a certificate of occupancy.
Number of Units: fS"~ 3. Municipalities may require payment prior to permit
issuance.
Additional Information / Comments: 4. I have been informed that the amount of impact fees
J due shall be based on the applicable impact fee rates in
I effect when the site pian is approved AND building per-
, ,
NtJ YC5~Jtia./ti- 0 V" lu.v mit application accepted by the Building Department.
LAf\jQ ncy5to
I HEREBY CERTIFY THA T.ALL OF THE ~.BOVE INFORMA TlON IS T~UE AND c' RREC' I, _ JP~r OF MY
KNOWLEDGE I understana that additional Impact fees may be assessed If change of use takes place on pro erty.
Q \~..
_ A 'II \
_---i~.lA;.l0~ 11: -- ------..
OWNER'S SIGNATURE (Required)
JUL 26 2006 06:28 FR R W PAUL CONSTRUCTION 4075995850 TO 13217848544 P.02/02
.... . --. -- - - I
~ St. Johns River
~. Watelr Management District
Khty 6. Green t1I. ExeClJ1ivB DI~W . Dalila W J:isk, ASaislllnl El<ecLrtivo Dlra~lor - MIKe Siaylcn, Dep~lly EkaCw!lve Dire'tor
John JulliOlnna, Palm Say Service Cenl~r Director. Regulatory
~ ~
525 Community College ParkWay S.E. · Palm Bay, FL 32909 · (321) 984.4940
On 1he rnternet at www.sjrNmd.tom.
DATE: July 25, 2006
TO: C.J. Hooper
R.W. Paul Construction, Inc.
(407)59965850
FROM: SJRWMD-Palm Bay
RE: Country Inn and Su~teSt Permit No. 40-009-34938~2
_. lf -
Dear Mr. Hooper,
This facsimile shall serve as confirmation that we have received two copies of
the as-built certification (EN-45) for the above reference permit. Plt38Se be
aware it may be several weeks before the District schedules an om~ite
inspection to confirm that the stormwater system has been constructed per
final approved plans. Typically, the District will not send correspondence to the
permittee or contractor if there a're no problems or corrective actions
necessary-unless specifically requested,
Should you wish to follow-up on the status of the compliance inspection, you
may access the compliance status online at \NWw~rwmd.com, then click on
Permitting and then Compliance (using the permit number listed above).
Otherwise, you may call the Palm Bay Service Center for more information.
Sincerely)
:Natfian Ottoson, 'Engineer
SJR wlvID
Ce. Noel Oroorl P.E. Fax: 321-253-8232
-"44_==,,_ QOV!lRNIN~ eOAIU>
David G. GraMm. C~ll\mVAN John G, Scwln~kj, V1C;: C;lIl.i~\1ftN Mn T. MI;l~re. SECRml1y l)\rOns L, O~enslroar, tnl:^SI.I='~~
,1,Q<SCINlU.. ORlANilil eU~4~~~U. j",a;B6NV!!~t"E
fl. CI~y AlcrlgM Susan N, l-luSlIlIl$ WIIIJIlI'1W.K!!tr Ome'rlas 0, long W. LeonarV Wood
O~.l.~ ~OMT~\J~~~~ ~E"eOlJ~NE eE~CH ^PO~KA FeI1Mt./OIN>\ llVlll,r
JUl 2S 2005 13:20 321722 5357 PRGE.tal
** TOTAL PAGE.02 **
FORM EN-4S
4OC--4, F.A.C.
4OC--42, F.A.C.
MSSW/STORMWATER AS-BUILT CERTIFICATION
BY A REGISTERED PROFESSIONAL*
PERMIT
NUMBER: 40-009-92360-1
PROJECT NAME: Country Inn & Suites
INSPECTION DA TE(S):
X I HEREBY CERTIFY TIlAT ALL COMPONENTS OF TIllS STORMWATER MANAGEMENT SYSTEM HAVE BEEN BUll...T
SUBSTANTIAlLY IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND IS READY FOR INSPECTION. ANY
SUBSTANTIAL DEVIATIONS (NOTED BELOW) FROM THE APPROVED PLANS AND SPECIFICA TIONS WILl:;.~QT'P-- THE SYSTEM
FROM FUNCTIONING IN COMPLIANCE WITH THE REQUIREMENTS OF CHAPTERS 4OC-4, 4OC-4I, OR"/4OC-42, .c. (AS APPLICABLE),
WHEN PROPERLY MAINTAINED AND OPERA TED. THESE DETERMINA nONS HAVE BEEN BASED ~N ON- OBSERVATION OF TIlE
SYSTEM CONDUCTED BY ME OR BY MY DESIGNEE UNDER MY DIRECT SUPERVISION ANDJOR OF AS-BUILT PLANS
/'
CERTIFIED BY A REGISTERED PROFESSIONAL OR LAND SURVEYOR LICENSED IN THE ST OF F
,
Noel Drcx:>r, P.E.
NAME (please print)
Droor and Associates, Ine.
COMPANY NAME
580 N. Wickham Road, suite E
COMPANY ADDRESS DA1E
Melbourne, Florida 32935
CITY, STATE, ZIP CODE
321-253-8233
TELEPHONE NuMBER (Affix Sea!)
SUBSTANTIAL DEV1A nONS FROM THE APPROVED PLANS AND SPECIFICA nONS:
1. Elevation at the transfer swale varies frCJT1 the approved plans..;tElevation at rottcrn
of fOnd has minor deviations from the approved plans. 3. Outfall lx>x and mitered end
location varies frcrn the approved plans. 4. We did not inspect: the project during
construction and the alx>ve variations were based on as-built drawings prepared by stottl
(NOTE: ATTACH TWO COPIES OF AS-BUILT PLANS WHEN THERE ARE SUBSTANTIAL DEVlA nONS)
Stagg, project #04-0053, revision dated 7-10-06.
WITHIN 30 DAYS OF INSPECTION OF THE SYSTEM, SUBMIT TWO COPIES OF THIS FORM TO:
DMSION OF PER.l\1IT DATA SERVICES
ST. JOHNS RIVER WATER MANAGEMENT DISTRICT
P.O. BOX 1429
PALATKA, FL 32178-1429
* A REGISTERED PROFESSIONAL IS DEFINED IN SUBSECTION 4OC-42.02I(I) AS -A PROFESSIONAL REGISTERED IN FLORIDA WITH THE
NECESSARY EXPERTISE IN THE FIELDS OR HYDROLOGY. DRAINAGE, FLOOD CONTROL EROSION AND SEDIMENT CONTROL. AND
STORMWATER POLLUTION CONTROL TO DESIGN AND CERTIFY STORMWATER MANAGEMENT SYSTEMS". EXAMPLES OF REGISTERED
PROFESSIONALS MAY INCLUDE PROFESSIONAL ENGINEERS LICENSED UNDER CHAPTER 471, F.S., PROFESSIONAL LANDSCAPE ARCHITECfS
LICENSED UI'IDER CHAPTER 48L F.S., AND PROFESSIONAL GEOLOGISTS LICENSED UNDER CHAPTER 492, F.S., WHO HAVE THE REFERENCED
SKILLS.
FORM 4OC-Ll81(13) 3/21/93
City of Cape Canaveral, Florida
TEMPORARY CERTIFICATE OF OCCUPANCY
Number of units: 150 Fee: $30.00
This Certificate issued pursuant to the requirements of the Florida Building Code certifying that at the time of
issuance this structure was in compliance with the various ordinances of the City of Cape Canaveral Building
Department. (EXPIRES JULY 11,2006)
Address: 9009 ASTRONAUT BLVD Owner: PORTVIEW INN & SUITES, LLC
CAPE CANAVERAL, FL 215 NO. CENTRAL AVENUE
Subdiv: COUNTRY INN & SUITES DULUTH, MN 55807
Parcel: 243715
Construction Type: TYPE IV UNPROTECTED
Use Classification: Hotel
Permit Number: 2582
Date: 5/11/2006
,,'
li
c
City of Cape Canaveral
RW. Paul Construction, Inc. May 11, 2006
Attn: Mr. Ralph Paul
581 E. Horatio Ave.
Maitland, FL 32751
(407) 599-5858
Fax (407) 599-5850
Re:
County Inn Cape Canaveral
Temporary Certificate of Occupancy (T.C.O.)
Dear Mr. Paul,
This Temporary Certificate of Occupancy is issued per your request for the purpose of utilizing specific portions
of the building for employee training and setup. It does not authorize the use of the hotel for the lodging of guests. It does
not authorize the hotel's general availability to the public.
This area is still designated a construction area. Adequate safeguards shall be maintained to ensure the safety of
all persons.
It is hereby agreed between City and Contractor that the Contractor shall provide adequate service space in
electrical room (per previously approved method) within 60 days after the issuance of the regular C.O. Separate inspection
required.
. n. ..n.. . TheT.C;O;isvalidforn60daysandwillexpireonJulyH; 2006; A final C;O:willbeissuedwhenfinal
construction activities and inspections are complete, including but not necessatily limited to:
General:
. Provide architectural as-built drawings, sealed by the engineer of record.
. Provide affidavit from engineer of record that the structure has been constructed in accordance with the approved
as-built plans.
. Provide affidavit from site engineer that the site improvements have been constructed in accordance with the
approved site plan.
. F.D.O.T. approval of AlA improvements.
. Achieve approved :final inspections for building permit, fire alarm permit, fire sprinkler permit and pool permit.
. All trash, debris and construction material to be removed.
. All VT AC units need to be re-installed.
. Bunk beds which cover light switches are to be removed/relocated.
. Required AD A Visual alarms must be permane!1i1y inst~ lle{{ in reqnired romus as specified in the i1.D }'. code.
. A duct detector is required for supply ducts which serve four floors and provide over 2,OOOcfin.
. Provide mechanical engineer's affidavit regarding the deletion of the smoke control system at second floor of
lobby.
105 Polk Avenue · Post Office Box 326 · Cape Canaveral, FL 32920-0326
Telephone: (321) 868-1222 · SUNCOM: 982-1222 · FAX: (321) 868-1247
www.myflorida.com/cape . email: ccapecanaveral@cfl.rr.com
First Floor:
. Rm. #122 - install ADA mirror.
. Rm. #140 seal NC unit to exterior walL
. Women's bath across from Breakfast Room - install paper dispenser in AD A stall. Install ~iling access panel
cover.
. Service elevator equipment room and Laundry Room - provide continuous ventilation. Provide continuous source
of makeup air.
. Storage room outside laundry room - provide transfer air duct.
. Mechanical room - remove all trash, debris and construction materials. Complete firewall taping on wall adjacent
to Electrical Room. Provide Mechanical Engineer's affidavit that no ventilation is required and that no gas leak
detection device is required.
. Main elevator equipment room - provide continuous ventilation.
. Storage room across from Health club -remove all trash, debris and unnecessary construction materials.
. Main electrical room - protect foreign systems above electrical equipment. Complete firewalL
. Electrical room #2 - door is required to be 45-minute (min) fire rated.
. Meeting room adjacent to electrical equipment room #2 shall contain (posted on the inside of the door)
conspicuous signage stating: "TIlls room may not lawfully be used as a sleeping room".
Second Floor:
. Telephone equipment room - fire caulk 2" PVC pipe at both ends. Door does not self-close.
. Rm. #222 (ADA) Install bi-fold closet door.
Fourth floor:
. Rm. #418 - Wall light missing at entry (inside the unit).
. Telephone equipment room - fire caulk 2" PVC pipe at both ends.
. Housekeeping room - corridor door does not self -close. Install rated access door over smoke detector in shaft
enclosure.
Common Areas:
. Corridors: Required AD A sigJlage needs to be need of re-positioned (too high).
. NW Stairwell, 4th floor - Install rated access door over smoke detector in shaft enclosure.
. NW Stairwell landing between 3rd and 4th floor - bolt protrudes into path of travel. Needs to be cut off.
. NE Stairwell, 3rd floor - Shaft door periJIleter needs to be fire caulked. Fire caulk top of shaft enclosure.
. SE Stairwell, 4th floor.. Inst:alliatedaccess door over smokedetecioiinshafterielosme:
. SW Stairwell, 4th floor - Install rated access door over smoke detector in shaft enclosure.
. Assembly areas require occupant load postings on permanent signage in conspicuous locations.
. 151 floor corridor, south of lobby, across from breakfast room - Floor drain is too high (needs to be lowered).
Roof:
~ Label all Air Handlers with IrliiX. overcurrent device rating.
. Fasteners used to secure Air Handlers against wind load are not per specification.
Exterior:
. Achieve approved final inspections for pool (DOH and Cape Canaveral)
. Detectable warnings are required to be raised surfaces per ADA code and min. 3'x3'.
. Construction debris and trash to be removed.
. Visual screening reqnired by ordLl1a..TJ.ce 110-566 shall be met where CI zoning abuts R3 zoning.
odd Morley
Build;og Offici21 L/
City of Cape Canaveral
R W Paul, Inc. May 11,2006
Ralph Paul, Contractor
581 E. Horatio Ave.
Maitland, FL 32751
Re: Sewer Impact Fees
Country Inn & Suites
gape Canaveral, FL
The total Sewer Impact fee for the above-referenced project will be $145.578.36
The total Capital Expansion Trust Fund Impact Fees will be $82.704.00
Sewer Impact Fees
Use Calculation Fee
Hotel rooms (150) 150 x 876.61 131,491.50
Laundry (6 machines) 6 x 2,337.81 14,026.86
Sewer Tap Fee 2 x 30.00 60.00
Total $145578.36
Capital Expansion Trust Fund Impact Fees
Use Calculation Fee
Parks and Recreation 150 x 151.55 22,732.50
Library 150 x 80.03 12,004.50
General Government 150 x 105.71 15,856.50
Police 150 x 128.29 19,243.50
Fire/Rescue 150 x 22.31 3,346.50
Aerial Fire Truck 150 x 63.47 9,520.50
Total 82.704.00
Please let me know if I can be of any further assistance.
Sincerely Yours,
L.--4odd Morlev (
Building Official '---1
105 Polk Avenue · Post Office Box 326 .. Cape Canaveral, FL 32920-0326
Telephone: (321) 868-1222 · SUNCOM: 982-1222 · FAX: (321) 868-1247
www.myflorida.com/cape . email: ccapecanaveral@cfl.rr.com
CITY OF CAPE CANAVERAL
APPLICATION FOR CERTIFICATE OF OCCUPANCY/COMPLETION
Certificate of Occupancy Certificate of Completion
(Habitable Space) X (Non-Habitable Space)
Application is hereby made by the undersigned for a Certificate of Completion at the
below specified premises as reflected on Building Permit Number 2St'i
(' '""' -, \' f3
Street Address: . )0 '-1 ! SIRO (~u\
Type and/or Name of Building: CDUt~\\l \\ \~c,\ {j' ~\j\~
Legal Description:
/:-;
KPr\:'-\G;;::' "\
Zoning District: CI
Special Conditions: ~
~
Name of Owner:
Mailing Address of Owner: ~7/ 2 /I' (/ r it AVF
( .~ r A tu I)
j" / __.I ~..I"""" -rt "!.,
Street Address or P.O. Box
111).. r /
! "LN j"'"
City, State and Zip Code
--" If.:""'" 0::
.r~1 (':)
Area Code)t1:ld Telephone Number
/ /~/ /{\ ./
p/ . I' \ ';" I
'" A I / I. /,
'7 I [ '.". I 'V" /.- I I /
'~ / ~..
.. ,./ I(A ". > /~ ('~~"'===_,~, .1 / ~..L.. t!1 ~
'../' Owner(s) Signature Date
~)t;:jJlE!Y'~TMENT APPROVAL , . . #. A . / ,,' _
Firer i..' /1 M n-TWJ/ /'~. · ".,J .. "/l,. -"""rn TW. /J.~ t~~
. -~ cz.?f;,~'~ . ~ v v ~ . y u' , '" ~ ,;:;;;,. ~ ~4-.
Bmldm sp tor:
Building Official:
. ~ ~.-\
,"-. --..P \:'\. f' a . .. . . . ""..... I h_.f.'C) ~rl
~~ '-~1~~~ W~~~ I lY,' v --
...- .. r)'("IC ~,<S\v;.\\
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~tC'f f-c; . '-::>~
I City of Cape Canaveral, Florida I
I
TEMPORARY CERTIFICATE OF OCCUPANCY I
Number of Units: /5"0 Fee: $30.00
I
This Certificate issued pursuant to the requirements of the Florida Building Code certifying that at the time of I
I issuance this structure was in compliance with the various ordinances of the City of Cape Canaveral Building I
Department. (EXPIRES 60 DAYS FROM ISSUE DATE) . €Xl'rY1:!.6 6t!p7: /1; ;J,oOf, I
---~ ~
iI"'~
I
I
Address: 9009 ASTRONAUT BLVD - Owner: PORTVIEW INN & SUITES, LLC
CAPE CANAVERAL, FL 215 NO. CENTRAL AVENUE
Subdiv: COUNTRY INN & SUITES DULUTH, MN 55807
Parcel: 243715
Construction Type: TYPE IV UNPROTECTED
Use Classification: Hotel
Permit Number: 2582
Date: 7/11/2006
I~~ /fi,/oC? I
. ....
01 O?11?06 15:09 01 if OJ ~{n f!f!
~ L'.J L "'!:w\i;: ....l;,,:
City of Cape Canaveral
R W. Paul Construction, Inc. July 11, 2006
Attn: Mr. Ralph Paul
581 E. Horatio Ave.
MaitIand, FL 32751
(407) 599-5858
Fax (407) 599-5850
Re:
County Inn Cape Canaveral
Second Temporary Certificate of Occupancy (TCO.)
Dear Mr. Paul,
This 2nd Temporary Certificate of Occupancy is issued per your request. No additional Temporary Certificates of
Occupancy will be granted hereafter. Upon expiration of this TCO. the site and structures must achieve a final CO. to
continue operations.
This area is still designated a construction area Adequate safeguards shall be maintained to ensure tIle safety of
all persons.
This second TCO. is valid for 60 days and will expire on September 11, 2006. Upon receipt of a final CO.
application, a final C.O. will be issued provided that final COnstruction activities and inspections are complete, including
but not necessarily limited to:
. Provide architectural as-built drawings, sealed by the engineer of record.
. Provide affidavit from engineer of record that the structure has been constructed in accordance witIl the approved
as-built plans.
. Provide affidavit from site engineer that the site improvements have been constructed in accordance with the
approved site plan.
. F.D.O.T. approval of AlA improvements.
. Accessible route at AlA sidewal_ks and driveway shall not have excessive cross slope.
City Engineer final approval required. Note: pre-pour ("form board") City inspections
are required for sidewalks and grading inspections are required prior to asphalt
application (see permit dOCUlllents).
htJ;',g, lli~~f;,,-, · Provide affidavit regarding the deletion of the smoke control system at second floor of lobby.
. Achieve approved :final inspections for pool (DOH and Cape Canaveral). Final City inspection failed on 5/30/06.
No re-in:>pection has been requested.
. Provide documentation of DOH approval of the completed pool.
. Remove cattails and debris from retention pond
~o~~" _~
- .tmllillng UI11Clal
105 Polk Avenu .. Post Offi ~ox 326 .. Cape Canaveral, FL 32920-0326
Telephone: (321) 868- .. SUNCOM: 982-1222 .. FAX: (321) 868-1247
www.myflorida.com/cape .. email: ccapecanaveral@cfl.rr.com
Todd Morley
From: Ralph Paul [rpauI56@earthlink.net]
Sent: Monday, July 10, 2006 11:15 AM
To: Todd Morley
Subject: Country Inn and Suites
Todd,
Please extend the TeO for the above-mantioned project another 60 days. We need at least these days to receive the final
acceptance letters from St Johns Water Management and FDOT agencies.The other documents from the Engineer and
Architect should be in your office this week. If you would accept the engineer's application for final permit approval,the
extension would only be needed for 30 days.I'Il copy you with these applications this week. Those agencies have up to 6
weeks to respond.
Ralph W.Paul
1
f:J7!1f:J!2f:JEJ6 17: f:Jl 5282724 OLIVER CO' SITY PAGE f:J2
JUL 10 2006 16: 25 FR R W PRUL CONSTRUCT I ON 4075995850 TO 1218:!6282724 P.02/0:2
From:CITY CAPE CANAVERAL BLDG. DEPTS21 8S8 1247 Ulllll~uUb U:1;I.IU 11'1 U l" .UlJlIUUL I
PITY OF CAPE C~A VERAL
APPLlq,.nq:l'j FOR CEaTIFIC~TE 01 gCSVl'ANCY/CO:M:rL~nO~
Certi.:fica.~e of Oe~up ~y Certificate of~l~
(Habitable Space) .2L. (Non~Habitllblc Sp:soe)
AppIieatio~ is hereby made by the uncl.ersigned for a Certificate of CQ;a.I\pletiQI:;t ~ ihe
below specified prami~es as teflf:cted on BUtlcling .Permit Numb~r .
St:r'CIet Address; :rOO~ A-SJRCNAv':r' UI...VO
Type amlJorNll.:lnfl ofBuildmg: COUN.m~ '::IVl-N 4 rSVl~
. ,
. Legal Pescription;~ S'ECT\O~ lS- !~~ltLP 2+ 'S
"""X"'''''''..'' .". -, . -. . . ..~.. -- . . ..
31 t:.A5,..
~C\\Gr~ -
Zoning District:" C,
Special CQPditions: -
'-
Nam.e of Ownsr: ~ OVlTV\e.t-v ~~\.\l ~,'$ v u5. '5 , l. ~ C.
Mai.li~ Ar3clress of Owner: 57/"3 Ggp:u\J '0 l\vE-..
Street Addres3 ~ :r.O. BO;K
J)Ul~L Tt\N. .'S,,~~~07
City, State an~ Zip Code
Z~ 8 - "25- 2.70 () ~
~~~r
7~/~ '06
'. ~~
WIl 8) Si,gtlature Pate
BUrr..omG AN!) FIRE DBP ARTMENT APl'ROV AL
Fire Inspec:tor:j ~J /1
II // "_./ /
Building Inspector: ~ll.?$~ A'/y/ tf"" ;r-r;.--~~--
.. =-~-:wuu-l G
Building Official: C ~ .;-:..~ ~.
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JUL 18 2006 14:18 321 SS8 1247 F'i=lGI;.Ell
** TOTAL P8GE.02 **
City of Cape Canaveral, Florida
BUILDING PERMIT ~73
PHONE: 321-868-1222 INSPECTIONS 8. FAX: 868-1247
L_ - ... PERMIT INFORMATION .. .......... I LOCATION iNFORMATION
! Permi1:#:4073 Issued: 4/01/2006 I Address: 9009 ASTRONAUT BLVD
I Permit Type: SIGN PERMIT I CAPE CANAVERAL, FL
Class of Work: NEW INSTALLATION i Township: 24 Range: 37
Proposed Use: Hotel I lot{s}: Block: Section: 15
Sq. Feet: 102,736 Est. Value: 9,417,809.00/ Book: Page:
Cost: 17,305.00 Total Fees: 210.001 Subdivision: COUNTRY INN & SUITES
Amount Paid: Date Paid: I Parcel Number: 243715
CONTRACTOR INFORMATION I OWNER INFORMATION
Name: DON BELL SIGNS, LLC I Name: PORTVIEW INN & SUITES, LLC
Addr: 365 OAK PLACE I Address: 215 NO. CENTRAL AVENUE
PORT ORANGE, FL 32127 I DULUTH, MN 55807
Phone: (386)788-8084 lic: ES0000146 I Phone: 218-628-0311
Work Desc: . INSTALL TWO WALL SIGNS PER SUBMITTED PLANS j
APPUCA TION FEES
sUlII5INGO\/ER2I< 140.001 pLAN REVIEW OVER 2K 70:00j j
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......... ...... . Inspections Required ,
CAB items, if applicable I Final ' ! 1
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APPLICATION ACCEPTED BY' PLAf',IS CHECKED BY:! ~fii APPROVED BY: /JI!:P~--
NOTICE: THIS PERMII BECOMES NULL AND VOID IF W OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 6 MONTHS, OR
IF CONSTRUCTION OR WORK IS SUSPENDED, OR ABANDONED FOR A PERIOD OF 6 MONTHS AT ANY TIME AFTER WORK IS STARTED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS DOCUMENT AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPUED WITH WHETHER SPECIFIED HEREIN OR
NOT. GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER
I STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
. WARNING TO OWNER: YOUR FAilURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF r
COMMENCEMENT. I
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It' ISSUED FfY/DA TE i'l AUTH~5lZ0 SIGNA TUREfDA TE r
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j:"rn:n' 'j('1,/r-;f)i./!r~f.1nc; ~;!n JX1j,() D
I ( --' l/:1 'j.. :.:....\.",; .::......."\....-.,..1 >:-r...., .fft) "~. J
.c"':r'rV~ O~' C AP-E1 t;A' 1'1' A' "~ERA I-
11.. \ .1 _,lA. _ '-' __~.... V '_ ~._
BlJILDlliG PER1VIITAPPLICATION
Chy of Cape Clillll.veral Bul1ding DepaL'l.."nflnt J 05 Po.1k A.vt:', Capt) C;mave.raL, FL 32920
(321) 86g~1222
Address .ofJob Site: ___21){Y:?_J:ikL:I-:-~.?fO~ .J5k~. (~lj2e (J/;"l~ 1/~/?
r . ..l~_ " f' ..,- '.0 .f <: ..,<] {/ - ...r- 1 AVMJl.1
.cA.:gaJ. u.t;.,-::;cnptwn 0 pmpertx; TWN; ~_ RNG: ~ SEe: _~_ 3TJBV. _ a () #(- Ji..--iJ BU(;;~_~
N31!I.e ofPmperty Owner: kJrrr.J.1MJ__.bh, '" ~4, IL(!,= Property owner phone
Address of Property Owner: S7IL~((R' <';1I1CI /:ZIt ,.SIL",}, 8 ))~Je,::IJ-.,/ fi1it.:..~r~f: a7 "
Commw...ity Appea.-.uu;e Bqard approval dat<!:: _ Site Plan approval dare:
r-T1:r-~-;-----;-----,----:-:------ . - .' ~ - ----
! '\f I' ype; or t emut Bnef descnptlon 01 work:
~ i., Buildi.n.L__ ,?@--'cjP//~;;'/;'-~/= !fJ-LA.'P?!!J,I}'.{l;;,b.'.' fu./.':I"1.(C}u:,---
~~ Elecmcal_., I CufJ/?ecr- N~w S,7'T:p..-{'/;..:;t- L1)~-f.J;iI..cJ7nr:<;'
L,......J Plumbing. f. ._.__ f ______._.----=::___ ~________
1 . I '~,L._\.. '~..1 (~' .~" ~-, ,'. j.. '. 'c- -'r-~ _ /) '( \
LI ~~a,,'1lI.Ul--..+ . dec:.~ LD.'-:y~~:o'~-!-??__...C;!~ta~ _cX'~..~'D3 _'~~~ ::"1.1)------- . __.I
: ! Tv-oe of I Sq:uare ! Const-:--ji 1# of i # CI." dwe1l:!ng T #; ;;:--"" I # or--lTotal valuation_ of work -;
I I '. I ~, , I. I,. . b h I' 1
I ~i Building 11'f11'l1: i Type :gtone& i ututS I iY~arooms j' a4' rooms , i
r<~ Com1nercial-r .1-'--;-------- I r~.--------n----3a?~-~!
I-K..I . r -. f' ---, - "- .--- I ~----.--J-....-_12. ---;
''''FR' . ", .. ; I
I, 10--:'>" , I -L' i i I~ I
j' I I
~ _w I.. ---- I .~--r--.-------.---,
i I TO\llnhouse I ~ I' i , $ I
r, - i :~Partment r *._~- I' r! 'T- -1- I -+$-~----------j
, I", I I I' I
r----+ ..---+--'---.-----_._---1--__ t-';;--- . _
! i Condominium iI' I i I : S :
r--lC)fuer ----r- ---r----r----t------t-- ----- --j-----ts----.------- ----wi
--,----~._~~-<...........~-- - ....... ......... ~",t ~..........
,--------,--. --- . . ----------..-'7
ATcmtect/Ellinn.eer: Name of Oual1:5.er: ;
a .. l""'~"...~ _r.-_~__ . ~ .______~__._._~_.
Address: _____.____ ._- ,~._ _____________._____.__.______1
i State License No.: ___.._ Phone (l..Iffict): _____....Phone (cellJpa.ge:r.): _____ Fa:\:: _ .----J
- - T-- ---~~-~w r > ('f( 1111_ ,___~ 'r..._~__.~
! PrL':lJ1!l')' Contractor: . . Name ()f Qualifier: .___ ______ !
I Address: !
I State Lice:tse No.: ___ '-Phone (office.):.___..~=~~~~~-::=Ph;;e (cellJpager5; ___ F~; -=--1
r .~~:~,:l Contra~tor: . __~~N;;; ';;f Q~fier; -,--=-~~:~_:... 1
I ------------.-------.- _~______ '-l
I State License No.: __ Phcue (office): ____Phone (cell/pager.): ____~ Fax: _J
~.. -- .... .i~ ~"-& _.. ........ _ --.....l
i Plumbing Contractor: Name of Qualifier: I
I ,
I A.ddress: I
l State licerse NQ.:__ - ____ Phone (office); ___Phone (ce1l1pag;\ _==-_ Fax: --I
r-..- -- TV'.'" J- "If M_~" U.I~ ~
i Mechanical Coutrat.'tor: _______ _____ Name of Quaiifie-r: -J
i i\ddress: i
I State License No.: __ " Phone (office): =------=- Phone (cell!pager:5:-=~---- ._ Fax;=_-=-=~
f ..-; ..~ ,~_ _ "'......- _. ,{71 --d)--"-i,,/ r.- 'r".' - ~ -- _..,.,.... ~"",U' -_ .:~T ,ff --,,"! _ .._-~-.---~-------;
1 'specJaltyiDther Corrtracr.~r:v,t;:'l.~ \JAf/!!:::::!- / L~ _ Name or Qual_mer: &.Ue{ y MJ1vf..__ (":)>tapc/'t.0--!
~:~~~~1.f[~;'2~~). ~:')j}/)(} ,;:~:~~~i~~:~?(~ffi~~f~!; ... ~;:~f~/Phon@ (ce1iipage;E~({ -thb'.7kZ;Ftl.X:~76 ~~!t:&:~~ .
- -----~._----- ""'- - ........--..-..-----...--'
G:\Bldg.Dtlpt.fonrn;\ pamit APPLlCA TION 10.1..05
F r (Yfl' 1 C)' /?(J/i'!r'l~:::: 0':(' 'in !.ifI4';' p' f"I'V) in!]")
...,.11- 1'_1 ';';"',_ .:--.) h.) .f-'.,./ilL,___ ffl"".::... .,...),)~/ ~~;_ c...
073
! ',' n,.'i~I__ n~~,.. A"::pU."'''+'''lI. c1..........~~ " t"'e"''''''' "eq"'--"""''''I I I N-'e" ,
!u.....i Du..UUJ..U~ ~ CI.!.'wl. - 11' "",..tlu jitW",i\.U.tf~ '-..~>i.c.'W..I.ot.1. u..u......J.li....'..uW,s'! .i., Vi> ~ t
l CQmpleted PemJitAPOllC8;tiou i I Cl.ll'IW.t coduditioo: fL Bldg. 9;de 2004 (as tevised).~ !
[ Current survey showing all proposed (:OtlStl'Ucuon I I Ajgc.sbcw ~y exU!ir.g strudw~, elIIIt'mcuts, Iltilitiea, {tc. I
l Nota..rized si !ure - Owner/Builder A..."fidavit i r If own~d.n.cting a>contracUll' . - 1
i Sewer Impact Fee receipt I I May be deferred Iltll.il C.O. Unles$jl,}b ,~n::mQd&g-1
I i County :fn1j)act f ee recei~t. .1 May 00 deferred llIltiI. C.O. ~
~ I C~pital Expansion Impact,Fee rec~ipr I M~ed~~'JD.tllC.O, I
! I 8idewalk ~act Fee tJ:::celpt I Ii w;1C"...alk exa1S on10! I
I j d . . . -
1- Reco{ ~ Wamwty D~d I p~t.Gf Ovvnershi ~. . _, . 0 _. i
i : Copy orRecord.ed~-l'ouce Of~OE'lmencem.ent (over $2,:>DOj T Priorm~,"''1,pctm(;n(ovlll" S3:0(}l)rO!'M~ani.cal) ._--1
! I Cu.'TImt Worker's \.oomp, POlley:' ExenW~911 _ I i Record WIll 00 kept ell file a..'ter ltUtisl sto.bmittlll I
f I CQmmunit"j Appearanc.l!~~d Approval. , J I Fi'lt work ~inble tkm P',wlil; Rigll!..of-Way 1
f-jY~g and ZOJ:li.ng Board She p~ Approval _ i I For n.;;w CQr.ll1r\.lO~O!] OffOl.l1"~~~-;--_ ~
I ! ConcurnmcyForms E,5 aaaD 1'7(6 .~ __ ..L-l Forn_coll$ll'Uetton.llotputQupprcverh~c:p~D j
I i Prinwy Contmctor'g Stare U~en.se '_ I I RecQrQ will be kept 00. filufter irutial S1.tbn'.i~ i
I I Su.bcont:ractor' 8 I' I Authorizations: i t Recoxd will be kept on me afttt J.r.ltml ;;cl>m!tul I
~ I State LicelU$e - i! . ! .' NOli/y ''''''''''. ~~..,"" -... J
! I Plu.mbing Contractor i i Plumbing COlltractor I!
tt Bl."ici"'" Co_ "i1 Slootri,,, ,",-''tOr _7 . .
~ecfum:ical Contractor ~~hanical Contractor I i
H Rooting C~Q!lt-nwtor I Roofin.EJ;ooo3Ctor ~'j _. ~_ . ~
~-Hwimming Pool Contrm:tor 1 j SVi~'1ting Pool COllD:'~ror I I ----l
I '. . a$ Contractor I I Gas Contractor! I
I' Specialty/Other Con'lrnCtor I I Speci~tyiOther Ccntractor ! I _
i I Construction Dra\"llings; i I Po1'l' F,B.C. 104 I
! i Two sets of sealed constrocti':111 drawl.n.gs (three setS if commercial>! I Per F.IlC, 104 -- !
j ! Electrical Load Qli.c-ill~,riom i T---~' I
r--+ I j
I i Electrical Riser . i i All T1W' S<<'V!CtlS must :.e klealcd u.nda-!;I'Outld I
1-- --""---'-------1
L-' Plumbin; RIser _, ------'--1..-, .. --J
: 1 Ale l~oot ~:: ::: ~: i. i- I
i i Two sets QfEnergy Cal:::ulations __! ' ~
l-k~W" sen ofFire SU1Z~8ionlSpr.:.akl~;Ala.rm Specificaticns -t---lt-ReqUires rITe DeplU1mellr review and lilt'Proval ,
LJ Lot Drainage Survey ~ ! m I
I I Pool Barrier Requirement FOl"ID (Ilign.."'d) I pOQl p~ts willl'lOi be issued without bsn-ier --==:J
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or
installation has cOUlmen.;;ed prior to the issuance of a permit and that all work will be performed to m~et the standards
and laws regulating constructiou in this jurisdictiO:l'.l.. By signing, applicant affirms that all above is true and correct
and r'h~t he/she is an authorized agent of the Contractor and the OV<'!leI' md has the liuthO.rity to apply fortbis penuit.
AppnoanJ" Nom., ~ oPj4Ji9vL .. ApplicanJ', S!~ (3~&J P-1 aI
Date: 2. f'). 0 "--.P Address:_ -::1 k.S Q~ K ?\.t....C' \2 1 '?C':>r'.\:- arQ...~t..
For Notal"'j use o:rJ'1: State of Florida, County of)jg~~i ':. v..._
S';x;rorn and i'iUbscl'ibed before me this 1 '-, ~ da';rT of ~ 42- 6 ~ 20 0 ~ ~ bv L e_<_:~, \ 1.. w ~ d-
-- ---' - .. ----.-..-
~ Name of AWlkatll
~ who produced iderrtification: or
IX,! is personally kno\vn m me. ;1
~ /~. r ;;
/~J I \ //--1:-"
(/ ! j// /1--
Seal: J~/,I/</'/ _ __. . _
(/ - ", :)l~ '" NOlatj' rUtile At ~~
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G:\Blclg.Dept.F01'1'l'.:l\pertl1it APPLICA nON IO.I.{)S This form!Illl}' !xl OllpiiCllted.
JJIGV<UU ,--,VUIllY rlVjJC;llY fijJjJli:W:;C;l-- VI111Ut: Kt:al D::ilate rropeny Lara l'age 1 or L
-<I " ,.
fHomel fMeet JimFord] fAppraiser's Jobl WAQl fGenerallnfol fSave Our Homesl ~JI]Rtionsl illillgible PropJ!.d;y]
LGontact Us] fLocations] Worms] fAppeal~J [Property Research] ~p Search] fMaps & Data] fUnusable ProP_elM [[ill<
Authorities] [Tax Facts] fEconomic Indicators] fWhat's New] [Links] fPress Releasem fTax Estimatorl
General Parcel Information for 24-37-15-00-00252.0-0000.00
/parcel Id: /24-37-15-00-00252.0- ~ Millage /26GOI Exemption: ~Iuse Code: 111000 I
0000.00 Code:
* Site 9009 ASTRONAUT BLVD, CAPE CANA VERAL, FL 32920 Tax 2430837
Address: Account: * Site address assigned by the Brevard County Address Assignment Office for mailing purposes; may not reflect community
location of property.
Owner Information Legal Description
lowner Name: I PORTVIEWINN & PART OF S 1/2 OF S 1/2 OF N 1/4
SUITES LLC LYING W OF ST RD #401 AS DES IN
ISecond Name: II I ORB 2704 PG 1181
I~~~ling II~:~~ E NEW HAVEN I
IAooress: IIAYb I
City, State, /MELBOURNE, FL 32901/
Zipcode:
Value Summary for 2005 Land Information
I'~* :Market Value: II $1,717,7901 I II 7.171
IAcres:
IAgricultural Assessment: II $01 ISite Code: " 3401
IAssessed Value: II $1,717,7901 ILand Value: II $1,717,7901
1"""<* Homestead Exemption: II $01
11'~**Other Exemptions-: II $nl
/iTaxable Value: i VII
II $1,717,7901
** This is the value established for ad valorem purposes in accordance with s.193.011(1) and (8), Florida Statutes. This
value does not represent anticipated selling price for the property.
*** Exemptions as reflected on the Value Summary table are applicable for the year shown and mayor may not be
applicable if an owner change has occured.
Sales Information
II II 'I I"' *** ""ale" II *** ""ale" II II
OR I Sale Sale Deed I, !oJ. ~ . u. ~
IB kIP I D tAt IT IScrccnmg Screenmgl VacantlImproved
00 age a e I moun ype CdS
I 0 e ource
II II II 1111 II ii il
I1ttp:/ l'l"/t,;Xl'l''; .brevardpropertyappraiser.corrJasp/Show -parcel.asp ?acct==243 083 7 &ge11==T &1... 1"\/"'I"'"'fIr'\l\l\f
L/l / / LVVO
lJrevara county yropeny Apprmser-- Unlme Keal bstate property Card Page '2 ot '2
15154/1054 1/12/20031/$1,500,00011 QC II 1/ II V I
14181/3679 1/ 6/2000 11$1,500,0001/ WD II II II V I
13788/0383 111/199811 $646,3001/ WD II " II V I
13481/0750 111/199511 $011 QC II II II V I
12704/1181 116/198611 $462,50011 WD II II II I
*** Sales Screening Codes and Sources are from analysis by the Property Appraiser's staff. They have!lQ
bearing on the prior or potential marketability of the property.
Tax infonnation is also available at the Brevard County Tax Collector's web site
(Select the back button to return to the Property Appraiser's web site)
Data Last Updated: Thursday, February 16, 2006- Printed On: Friday, February 17, 2006.
[ New Search ] [ Help [
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[Contact Usl [Locationsl [Forms] [Appealsl [Property Researchl [Map Searchl [Maps & D~ [Unusable Pro~ IIm<
Authoritiesl [Tax Facts] [Economic Indicators] [What's New] [Linksl [Press Releasesl [Tax EstimatQ!j
Copyright @ 1997 Brevard County Property Appraiser. All rights reserved.
Disclaimer Applies to Results
http:/ lv,rww.brevardpropertyappraiser.con-Jasp/Show -parcel.asp?acct=243083 7 &gen=T &t... 2/17/2006
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Address: <!bor lk~ilAttr tit-Jh.
BUILDING PERMIT FEES:
Building Permit per squa.re footage:............................................................ 0
Total Sq. Ft. (Living Area):
Total Sq. Ft. (Enclosed Area):
Building Permit based on valuation:...........................................................
Total Sq. Ft. (Living Area):
Total Sq. Ft. (Enclosed Area):
Building Permit miscellaneous:................... j.7..3. (?.;:;.. .--::...................... 6t)~
z..fl>~ .0 30-
Total Sq. Ft. (Living Area): - I S- 3 t!) r::- -:.- /6x 5=-
I ~
Total Sq. Ft. (Enclosed Area):
Electrical. ~.....................................................................:...................................... ~
Plumbing.............................................................................................................. . ."..--'
Mechanical........................................................................................... ...;............ -
Building Permit Plan Check Fee...... ...... ............. .................. .... ..... ...... ........ '" 7{)~
Fire Dept. Plan Check Fee............ ................. ....... ......... .............................. ..... -
Radon Trust Fund: sq. footage -
.................................
-
Concurrency Management Fee........ ....... ......... ..... ............. ............,....... ..... .......
Capital Expansion Fee........... ......................................... ..... ........... .................... --
.
Total Building Permit Fees:...... Z(O~
SEWER PERMIT FEES:
-
Sewer Impact Fee................................... .'........................... ......................
~
Sewer Tap Fee.......... ~................................................................................
Total Sewer Permit Fees............. 0
BY:~ Date: (902 /1" "lob
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Power of Attorney
Date:
/1 ~
I hereby name and appoint \J/'<2Ct1A"1 ~4 L'fe/'/of Don Bell Signs, LLC. to be my
Lawful attorney in fact to act for'me and apply to th~tii~ounty of (~e Qit1tCi:I/Yfe;::f q
Building Department for a Sign/Sign Electrical permit for work to be performed at a location
Described as: -
~-
Section - Township _ Range _ Lot_ Block Subdivision
,t'/ ).J, ,,-. J !::J /1/1 q /04 V- ,." vi r' ('J ~"
(D{)/JA~71/'^ r ,~,&D'S (,-it.,.) /' U,j rl1nt Ct j'5A/# ~:!A. ttPJV:i./>tVk/, I-""~
t (Address of Job)
I
and to sign my name and do all things necessary to this appointment.
Cecil J. Ward, Jr.
Type or Print name of Certified Contractor
1
// ."p)
/l~ / / /
~ { Ce~4--t L A t'~;/ ~/C-
Signature of Certi"'fied Contractor
The foregoing instrument was aCk:!!Ql"..l~ged before me this I '~)~day of r e..-b
200iDby Cecil J. Ward, Jr. who iS~jLlmown to me I who produced
as identification and who did not take oath
State of Florida
County of V olusia
CorrJIIlission # DD257496 Ivly Commission Expires: Oct 09, 2007
Power of Atty,
City of Cape Canaveral
PLAN REVIEW CORRECTION SHEET
Date of Review: February 6,2006 Applicant Name: Neil Weber
Pr~iect Name: Country Inn Signage Phone Number: (952) 476-4434
Project Address: 9009 Astronaut Blvd. Fax: (952) 476-5863
TIle tollowing item.s were noted on your subnuttal as areas requiring con-ection and/or clarification.
Please address each C01nment by its corresponding number. You may tax replies to (321) 868-1247. If you have any questions
about this plan review please call (321) 868-1222 and ask to speak with the plans examiner.
Note: TIlls is a courtesy review. No formal application has been submitted.
Please provide:
L Community Appearance Board (CAB) approval for the ground sign. Note: the wall signage has been
approved by the CAB.
2. City Ordinance Table 94-96-1 allows a maximum of two signs per parcel. It appears you are requesting
three.
3. Completed permit application.
4. Appropriate contractor license information.
105 Polk Avenue .. Post Office Box 326 .. Cape Canaveral, FL 32920-0326
Telephone: (321) 868-1222 .. SUNCOM: 982-1222 .. FAX: (321) 868-1247
www.myflorida.com/cape .. email: ccapecanaveral@cfl.rr.com
City of Cape Canaveral
PLAN REVIEW CORRECTION SHEET
Date of Revie,v: February 6, 2006 Applicant Name: Neil Weber
pf(~iect Name: Country Inn Signage Phone Number: (952) 476-4434
Project Address: 9009 Astronaut Blvd. Fax: (952) 476-5863
The follmving items were noted on your submittal as areas requiring correction and/or clarification.
Please address each comment by its corresponding nmnber. You may fax replies to (321) 868-1247. If you have any questions
about tills plan revie\y please call (321) 868-1222 and ask to speak with the plans examiner.
Note: This is a courtesy review. No formal application has been submitted.
Please provide:
1. Community Appearance Board (CAB) approval for the ground sign. Note: the wan signage has been
approved by the CAB.
2. City Ordinance Table 94-96-1 allows a maximum of two signs per parcel. It appears you are requesting
three.
3. Completed permit application.
4. Appropriate contractor license information.
!1J~1
, . I-
;3orlJ fJhtr(,
105 Polk Avenue · Post Office Box 326 · Cape Canaveral, FL 32920-0326
Telephone: (321) 868-1222 · SUNCOM: 982-1222 · FAX: (321) 868-1247
www.myflorida.com/cape · email: ccapecanaveral@cfl.rr.com
Transmit report P .1
02/22/2006 05:49
26YE04055
TC: 168326
REMOTE STATION REMARKS
813867634762 OK
REMARKS TMR:Timer, POL:Poll, TRN:Turn around, 2IN:2in1 Tx, ORG:Original size set, DPG:Book Tx
FME:Frame erase Tx, MIX:Mixed original, CALL:Manual-Com, KRDS:KRDS, FWD:FORWARD
FLP:Flip Side 2, SP:Special Original
FCODE:Fcode, MBX:Confidential, BUL:Bulletin, RLY:Relay, RTX:Re-Tx, PC:PC-FAX
S-OK:Stop communication, Busy:Busy, Cont.:Continue, No ans:No answer
M-full:Memory full, PW-OFF:Power switch OFF, TEL:Rx from TEL
City of Cape Canaveral
PLAN REVIE"W'" CORRECTION SHEET
Date ofRevie~: February 6, 2006 Applicant Name: Neil VV" eber
Project Na..tn.e: Country Inn Signage Phone Number: (952) 476-4434
Proj~t Address: 9009 Astronaut Bi-v-d. Fax: (952) 4- 76-5563-
The tbllo~"'ing itenl.S "\.vet'"e .noted on. your s:u.bnrit:tal as .areas requiring correc-tion. and/or cJ.a.ri:tlco.tiou_
Please address each conu:neni: by its:. corresponding: number. You may 1a..-...: replies to (321) 868:-1247 _ If you have any questions
about this plan revie'\.v please call (32 1) 868-1222 and ask 1:.0 speak ,,"'itb. the plans e.,'''ian::Linex-.
Nore: This is a courtesy re~. No fonnal application has bc:e:c.. subnrittod.
Please provide:
L Community App=.nce Board (CAB) approval for "the ground sign. Note: "the......n signage has been
approved by "the CAB.
2. CWJ' Ordinance Table 94=96=1 allo~.s a m.axitnum of't-vvo signs per parce,L It appears you are reque.sti..ng
"three.
3. Completed permit: application.
4. Appropria't:e contractor license information.
//L."/I /!
I~J1:W!a1
&6 a4-?-FY
105 Polk. Avenue ... Pos'C Office Box 326 - Ca.pe Ca.navera1~ FL 32920-0326
Telephone, (321) 868-1222 . SVNC01v1,982-1222 . FAX, (321) 868-1247
~_m~orida.comlcape .. email: ccapec:anavera1@cfl.rr.com
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architects &. piaJ"HHl'i':::;;
22($u WatBitOwro Road. L()jlfJLage, MN 5535i:HMi9
952.4-7644:\4' FaJl 952.4To.:5e63 ' ;jw@wet"'lfarchJl"ct>.oom
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BnlS
! Feb 2006
f odd.....
Attached is the information on the signage. Is there an official form to apply for
the sign permit? With the outlot we are applying for a sign at the front (above the
entry) of the hotel and at the north facing side of the hotel (at the stair). ..and the
pylon sign at the entry. Ttlat vvill leave one other sign for outlot.
Sheet #6 of the attachment O\VS the sign to bfj an actual sf of 3.,3...8 sf (and a
boxed area 63.2 sf) t:::C~'!:::>-t t.0a 6
mieST #7 of the attachment ShO\h'S the sign to be an actual sf of 60.2 sf (and a
boxed area of 114.2 sf)
Both are 'Neil belOW the s:andards listed under tr,8 C1 district as shown or
Table 1 Di Restrict~Dns (lne sheet that Y:Ju faxed to me)
Can the formai application for perm The O\ivner is in Florida now and
can corne by and YOlJ a chec~\ as would be required.
let me ow to t'ipproach tllis
Tr1anks.." _'
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See. 94,100. Shopping cellt.cr or multi-tenant <lenU!r' in any disn:ict.
(2.) Signg are permitted. tOt shopping crmters or multi-teOM'.: cerr tf"ss b any fl4;trid !is listed. in tablE
___________a~&~t6_______________
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.C)upp 1.:" '" CD94:l..fJ
3857534752 DON BELL SIGNS PAGE En
133/28/213135 132:25
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365 OAK 'PLACE
PORT ORANGE, FL 32127
T 0 L L F R E E; 8 0 O. 8.24 ..0080*E AX !3 8 6 ,. 7-61 ,...;L3-..;;'--1~..~.,~,.~~~..
] c '1
'F1tX
~ I
. To, I'lOM;
B~b Haley Greg Bell
~
IIAX: DATE:
321-868-1247. 3/28/06
Re: Total no. of pages including cover:
Country Inn & Suites 1
" v
o URGENT . 0 FOil. J\EVIE'II' LI PLEASE COMMENT o PLEAS! J.EPL 1" o PLEASE Jl.ECYC:U
NOTES/COMMENTS:
E~timated value of two sets of wall letter$ $ 17.305.00
Excluding permit fees
,
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A 3M #VT1913 RED ALL GRAPHICS TO BE
-oiiii-1 FIRST SURF ACE DECORA TEO.
r-r /-- FLOWER SEP ARA TION
TO BE OPAQUE VIN YL I
VT -', 914-GR[[N
.125" l11K. ~'7328
WHITE ACRYLIC FACES 3M #VTi 912 AQUA ,
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GREEN BACKGROUND
~lli'Kllilli.l!..Q.TI;;L INSTALLATION NOTES '. GENERAL NOTES
1. FACE TREATMENT: 1. MANuFACruRER TO PFlOVlOEPIlUliCE PATTERN }1. COfiiRACTOR SHALL VERIFY AU. SITE
\\HIT!: #)328 ACR'rUC 2. INSTALLER TO DRI\,.LH.OLES THFiU WALL, CONDITICNS AND DIMENSIONS.
2. NEON SPECIFICA nON~;: INSTALL CONDU!T>'.ANDI'ilRES. ,ON BACK OF J EXISTING WALL CONSmUCTION TYPE TO
15 MM EGL CL DESIGNER 71 \\HITE NEON EACH LETTER TO RASSTHRU'WALL. '.:::., MUST BE DETERMINED AT THE ACruAL
v.1TH K-.( GAS FILUNG (OR EQUAL) J. ELEcmlCIAN TO INSTALL JUNG110H BOXES , ,: PROPOSED LOCA nON OF THE LETTERS TO BE LOCA TED
J REruRN TO BACK ATTACHMENT: ON THE INSIDE OF !WI;,,*'.~.EHiblD EACH LETTER ....i/ BY THE CONTRACTOR. OF THE RETURNS
STAPLEO, IlELDED OR RIVETED, .. RUN CONDUIT AND C'OI<NECTIN r.: IIlRE BETWEEN .' j\ CONTRACTOR SHALL VERIFY THAT TYPICAL SIDE SECTION
OR CLINCHED. EACH JUNCTION BOX. FASTENERS CHOSEN ARt:: SUITABLE THE LETTERS
1. PAINT CC~ 5. HIL n ANCHORING SYSTEM TO BE USED IN smlCT \i1TI-I WALL CONDITION TO v.1THSTAND
RETAINERS AND FILLERS PAINTEO ACCORDANCE I'ilTH MANUfAC1\JRER'S GUIDELINES. THE STATED PULLOUT FORCE.
1 AKZO SIGN - 3594 GREEN .. THE aUILCING ENGINEER SHAl.L INCLUDE
J' All INT!:H!;JRS PAINTED WHITE THE lOADS APPLIED 8Y THE SIGN FOR USE \11TH 111RU BOLT
. All PAINTS TO BE SICMI GLOSS FlNISH STURC!1JRE IN THE DESIGN OF THE 5- 3/8" DIA. THREADED ROD APPUCA nONS.
DO NOT USE GR!\PHICS WALL SYSTEM.
~Qilli ~. INsrALLA TION SHALL CONFORM TO
1. DESIGN IS BASEO UPON \45 MPH OESIGN SHOWN ON THIS DRAWING NA nONAL ELECTRICAL CODE AND 3/8" DIA. HILll HIT-A ROD FOR USE IN SOl.O CONCRETE
IIlND SPEED, 5D' IlUII.D!NG HEIGHT, OTHER APPlICA8LE CODES. .~- WALL APPLlCA nONS.
ZONE 5, PER tee 2003, f,XPOSURE c, FOR PRODUCTION REFER TO \11TH HYI50 ADHESIVE EMBED 3 1/2" MINIMUM.
PRODUCTION ELECTRONIC FILES
WALL FASTENER CHART
CUU-Ht COUI'JTRY INN O[SCRIPTIOH: - - ~. ProJacl H\lmh.r.
& SUITE:S A~ de1I19nl Gild pl\lJ"ll ~0I1X1t.d on lht, dra.'lrl9 01'. ltl. .at I"Site GrouPI"I\M'~"'".h'"
701 CARLSON PARKWM ELEVATION AND DETAILS @ P'~~ III y".. InS!h Cro<.Ip, t:f"l.to<l l'pectnt;\lIIly I~ \Iw. not~ 1 TM 0 CISFML YENG
18" RACEWAY LEITERS ~:~ ~u::~~~it::~ ;;~'~:'l.r:r~=/~~ OF IJAT(' OrQ'Ii'ln~ Hl.lmb.r; JlJlOl.'Iif, Tt11~IlU( ~7g
h~INNETONKA, MN ~~l~~~ ~~,~.I~~'~::~r;-~::)'"o~ thto 3 . / / Imtqe MeMg\Wnfmt :a~!; ::~:~;~~~
'l'loloO.;., ~If r.le/l~c1 PfW*1~ >On<j who" I'lC,t H t<uW"(!\~. _ 3 8 05 81012695
.'
\J\
I"Site
Group
Image
Management
7675 Oa. Ridge Highway I 9'-7 l/T
Knoxville, Tennessee 37931 I --I
(8651342-8200 Office I 2'-31/4"
i865) 539-6311 Fax I I
~ I i
Country Inn & I
~I I
Suites ~r
I
Nomenclature: I
I 1 I
CIS-ILS18-RW I i
I
18" llIuminated I I
i
Stacked Channel J-
Letters on Co
'" ~L
Raceway '"?
Co
Actual SqFt = 33.8
I
I
I
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Boxed SqFt = 63.2
~~@; ~~ CIS-ILS18-RW
JqW,.s b 33.8 SqFt
>.
MwQ[J( IS OIl:: pwpetTy oi
Tho;. jnSIfe GroLJp. rot 10 be
COpit!J or reprodlJCf':d WIUtOur
PefTnisSrQI! of The /IJSJ!e Group
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-EVATION
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SKETCH #13
ENTRY "EYESROW"
_~,.~~I:l~ "I
, 2280 Watertown Road, Long Lake, MN 55356-9419
?.C; ~ '1'f~ Mh._^,u.
1'~~'-'-'-'-"'--""--""'-----~"'---""-'-....~..1.3' ...1 "/16" .'.._..'______.____.__..'.__.'___~_..~,___
"1/4"l I--I~" 3/""
3M #VT1 9 13 RED NOTE:, r .. 'vr
FLOWm SEPARAllON TO BE ALL GRAPHIC" TO BE . T~~ l
OP AQUE VINYL VT -1914--GREEN FIRST SURF ACE DECQRA TED.
.12:," THK. #7328.. I
WHITl: ACRYLIC FACES 3M #VT1912 AQUA
.125" THK. #7328
WHITE ACRYLIC FACES
.......]~j \-0/
, - ~<\"J /;--:...~.." ---- (V c-\ c..-:-y r;;: ---:;; 0-" c::: /' All RACEWAYS TO BE
~ \ if / f'AINTED TO MATCH
;. E1i{(J~t i),~~~r- J~cq5f\,u~ "0<""""0'
OJ ~ .....~-~ ~~ Bq~ ..'~y1~rJl~H~?z'ijd~-.-- 0"""" COCO, W '" :"
-------. . ,I . };{~ ;'" . ___-- 3M #VT1913 RED
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-", rI----------~ ~ 125' THK #7325 WHITE ACRYLIC FACES
~.+ .------__LJ~.JI ~~A~lL~(Q)Nr: ~- WHilE ACRYLIC FACES
III ~ !:< ~ ~. c ''''"" ~
( ........ "- ./ ...........
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" If) 3M #VT1914 OPAQUE ../ ---4'-10 5/16"- WHITE COPY '",
I[) GREEN BACKGROUND .....
NOTE: ALL MOUNTING OF REINFORCEMENT I[)
PLATES TO .090" BACKS TO BE
CONSTRU:MN Nom: INSTALLATION NOTES LOCA TE2 1: 1/2" MAX. OFF OF THE
I i"ACfTRi'ATMENT: ' I. MANUFACTURER TO PR0\>10E POUNCE PATTERN 1. RE, URNS OF THE LETTERS
1 :g~ l;I~~I~cA;T~;;Ji 1 :~~i~t~~o~~Ji~l~:L~~E~~i~ ~~~~ OF 2 lYPI.cl\L SIDE SECTION
15 MM [GL Cl DESiGNER 71 \\\mE NEON EACH LEITER TO PASS ltIRU WALL
II1lt1 K-,. GAS F1UJNG (OR EQUAL) J. ELECTRiCIAN TO INSTALL JUNCTION BOXES
J RETURN TO BACK ATTACHMENT: ON 1HE INSIDE OF WALL BEHIND EACH LETTER
STAPLED, WELDED OR RI\>Ell:D. \. RUN CONDUIT AND CONNECTING WiRE BETlII"EN J.
OR CUNCHEO. EACH JUNCTION BOX.
~U!BS 5. HIL TI ANCHORiNG SYSTEM TO BE USED IN STRICT fOR USE 1\1 TH THRU BOLT
I. RETAINER:; AND FILLEllS PAINTED ACCORDANCE \\ntl MANUFACTURER'S ~ 3/a" DIA THREADED ROD APPLICATIONS.
AKZO SIGI~- J5H4- GREEN
1. ALL INTERIORS PAINTED \\HITE FOR USE IN SOl.D CONCRETE
J ALL PAINTS TO BE SEMI GLOSS fINISH DO NOT USE' GRAI"HICS -u 3ja" DIA._ HIlTI HIT-A ROD WAll APPLICATIONS.
I g~~:g~ ~"WSED UPON 1413 MPH DESIGN SHOWN ON THIS DF<AWING WITH HY150 ADHESIVE EMBED 3 1/2" MINIMUM.
~i?E ~E:;~R ~~~ B2~~~~N~X~6~~~E c. FOR PRODUCTION REFER TO
PRODUCTION EL[CTRONIC FILES WALL FASTENER CHART
CIS-ILS-RW-2
ClI[HT,. ,- DESCRIPTlOH S",. 1lY, P,o),,' Humb.r... _
COUNTRY INN & SUt1ES -, 1 TMD CISFMLYENG IJJl.S1teGrOup/7€710"Pirl"'."""
701 CARL.SON PARKWAY ELEVATION, AND DETAILS @ or OArr, 0,..1" H"mb", II :::";:~,~;;';,;)i
MINNETONKA, MN RACEWAY CHANNEL LETTERS 4 3/8/05 81012696 knrQeMa~ ,.. ""'92<10
.
~
InSite
Group
Image
Management
7675 Oak Ridge Highway
Knoxville, Tennessee 37931
13651342-8200 Office
18551539-6311 Fax
Country Inn &
Suites
Nomenclature:
CIS.1LS24-RW
2' Illuminated
Stacked Channel
Letters an
Raceway
Actual SqFI = 60.2
Boxed SqFt = 114.2
CIS.ILS24-RW
602 SqFt
,\rt'M.J!J.: is mi: popery of .J
Ihe /fIEf!.e GlDi.:p, /Nt ,0 be 1
~'Qpied 0(" repw{iw:ed w!thol1{
p~(m!ssion of The }nSit.$ Group
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STANDI No SEAM (TYP)
OVER 5/8" ROOF DECK (kJ ~/1Jf4) ~ t
OVER M.s. FRAME
SEE STRUCTURAL ~f~ fI1 f7t.o.1tUJ6"
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I City of Cape Canaveral, Florida
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[' ELECTRICAL PERMIT }3232
I PHONE: 321-868-1222 INSPECTIONS & FAX: 868-1247 I
b.... ...... 'PERMITINFORMATION LOCATION INFORMATION I
I Permit Number: 3232 Issued: 4/20/2005 Address: 9013 ASTRONAUT BLVD
I Permit Type: ELECTRICAL CAPE CANAVERAL, FL
I Class of Work: NEW INSTALLATION I Township: 24 Range: 37
Proposed Use: UNDEVELOPED I Lot(s): Block: Section: 15
I Sq. Feet: Est. Value: : Book: Page:
I Cost: 1,900.00 Total Fees: 90.00/ Subdivision: COUNTRY INN & SUITES
Amount Paid: Date Paid: i Parcel Number: 24 3715
~ CONTRACTOR INFORMATION i OWNER1NFORMATION
/ ~~~e: . TADCO ELECTRICAL SERVICE ! - Name: PORTVIEW INN & SUITES,TLC
I Addr: 695 MALABAR ROAD Address: 215 NO. CENTRAL AVENUE I
I PALM BAY, FL 32907 DULUTH, MN 55807 I
I Phone: (321)768-6108 Lic: EC0001988 I. Phone: 218-628-0311
Work Desc: TEMP POWER POLE PER SUBMITTED PLAN
APP.LICATIONFEES
ELECTRIC NEW 50.00 [PLAN REVIEW UNDER 2K 30.00]
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I APPLICATION ACCEPTED BY: PLANS CHECKED BY: APPROVED BY: I
I NOTICE, THIS PERMIT BECOMES NULL AND vOla IE WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 6 MONTHS, OR I
I IF CONSTRUCTION OR \--"ORK IS SUSPENDED, OR ABANDONED FOR A PERiOD OF 6 MONTHS AT ANY TiME AFTER WORK is STARTED. !
I I HEREBY CERTIF~ THAT I HAVE R~D ~ND EXAMINED THIS DOCUMEN;-AND KNOW THE SAME TO BE TRUE AND CORRECT. All PROVISIONS OF~WS AND I
ORDINANCES GOVERNING THIS TYPE OF WORK Will BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. GRANTING OF A PERMIT DOES NOT I
:=;~~~~A;~R~~~;::OR ;;~;E;:;~~~~ A;~T:~~:~: ~~~i~~Nri~NSTRUCTION OR THE I
I COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS I
I TO YOUR PROPERTY IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH I
I YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF j
I CO.MME.NCEM, ENT. '-~--~---.... I
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FROM :CITY 0F CAPE CANAVERAL FAX NO. :321 868 1247 Apr. 14 2005 04:12PM Pi
CITY OF CAPE CANA VERAL - 3S'
BUILDING PERMIT APPLICATION
City of Cape Canaveral Building Department 105 Polk Ave. Cape Canaveral, FL 32920
~ (321) 868~1222 3232
Date: ~ Z 1$' Permit #
(You may download this ppIication: }Y-W-'MJ:!lYt1orida.c.QIn!c~. You may fax to: (321) 868~IZ47.
Important: A checklist is provided on the back of this form. Complete the checklist and provide other documentation as
indicated on the cheCklist. A copy of contract may be required. Application packages will not be accepted unless complete.
CONTRACTOR WILL BE CALLED WHEN PERMIT IS READY.
(Contractor/Owner-Builder is required to sign for the bullding pcnnit, unless indicated otherwise by affidavit.. J.D. may be required)
<'/0/3
Address of Job Site: .qC ~A"5;nCi:>.,J4wr-1>LVD.
Legal description of property: TWN: RNG: 11L SEe: ~ SUBD: BLK: _LOT; _PB: __. pC;; .. ....
Name of Property Owner: po A...,...\I J ~ :::r;.Xtl.J-.s Gt I~ Ll.c..Property own~hone number:
Address of Property Owner; dl.~N. ~I!.. . D"'u.rrl.;....NIIJ 5$ 0)
Community Appearance Board approval date: ~ite Plan approval date:
~ Brief description of work: ~lJtJlt ;l. <-I b -1)..0 II
-
I
Type of Square Canst. #of # of dwelling #of #of Total valuation of work
-.J Building Feet Type stories units bedrooms bathrooms
Commercial $
SFR $ ~-~
--
Townhouse $
. --. -..
Apartment $
Condominium $ , 'I eo.~~
-
Other $
ArchitectlEngineer Name; Name of Company: ---
Address:
State License No.: Phone (office): Phone (celVpager.): Fax:
........
Primary Contractor Name: .N~~01any: ~cO '-'-~.&:teu'4<- (' t'\/~~
Address: 4IL
State License No.: I:'hone (ottIce): 76:Jf-(../o( Phone (ceHlpager.): .:J.8}f -:l,3J.9 Fax: 7&Jl- /},J"
Electrical Contractor Name: Name of Company:
Address:
State License No.: Phone (office): Phone (celVpager.): Fax:
Plumbing Contractor Name: Name of Company: .--. """
Address:
State License No.: Phone (office): Phone (c-ell/pager.): Fax:
.-.
I Mechanical Contractor Name: Name of Company:
Address:
State License No.: Phone (office): Phone (celVpager.): Fax:
Specialty Contractor Name: Name of Company:
Address; ~-
I StateiLocal License No.: Phone (office): Phone (cell/pager.): Fax:
I
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .................................................. .... ,.........,.".........,.,...........,. ........, ............
FROM :CITY 0F CAPE CANAVERAL FAX NO. :321 868 1247 Apr. 14 2005 04:12PM P2
..J Buildin!! Permit Application Checklist (general requirements) ,-.--~',,,,,,,,,,,,,,,,,,
Notes
Completed Permit Application Current code edition: FL Bldg. Code 2001 (as revised)
Current survey showing all proposed construction Also show any existing l:lnIctufe5, casements, utilities, etc.
Notarized si2l1at~ - OwnerfBuiIder Affidavit If owner is acting as C(lTIttactor
Sewer Impact Fee receipt May ho deferred until C.O. Unless job is remodeling
County Impact Fee receiDt May be dcfenW \lfltil C.O.
Capital Expansion Impact Fee receiPt Maybe dct'crnxl until C.O.
Sidewalk Impact Fee r.:..~!E.t , . If sidewalk exi.b on lilt
Recorded Warran.ty Deed I Proof of Ownership
Copy of Recorded Notice of Commencement (over $2,500) Prior to rIm inspection (Over $5,000 for Mechanioal)
Current Worker's Compo Policy / Exemption Record will be kept on file aner initial submittal
Community Appearance Board Approval For work visible from Public Right-Of-Way
Planninf! and Zoning Board Site Plan AnDroval Fo~ new construction offoUf units or ltIore
Concu!~f.lCY Fonns for new cOl:ll1truciion not pan; of approved site pian --
Primary Contractor's Stale License Record will b.} hyt on file after initial sulm:ritt.al
Subcontractor's Authorizations: Re.::ord will be kept on file a.fter initial submittal
State License Notify Building D~rtment of contractor changes
Plumbing Contractor Plumbing Contractor
Electrical Contractor . ....~.
Eleclrical Contractor
Mechanical Contractor - Mechllllical Contractor
Roofin2 Contractor Roofing Contractor
Swimming Pool Contrac!~! Swimminl/;-.!:'.??U;;9-!:!~actor
Gas Contractor Gas Contractor
~~cialty Contractor -
i--- . , Specialty Contractor
Construction Drawings: Per F.RC. 104
Two sets of sealed construction drawings (toree sets if commerci~l) PerF.B.C.IM
- --
Electrical Load Calculations
~ Electrical Riser All new servlc<;S must be located underground
- J:~umbin~ Riser
AlC laYout
~
Two sets of Energy Calculations
Four sets of Fire.~.uppressionlSprinkler/ Alarm Specifications Reauires Fire Department review and approval
Lot Draina2:e Sun-ey
Pool Barrier Requirement Fonn (signed) Pool permits will not be issue<! wilhout l;lllIllcr
Application is hereby made to obtain a permit to do the work and instalJations as indicated. I certifY that no work or
installation has commenced prior to the issuance of a pennit and that all work wilt be performed to meet the standards
and taws regulating construction in this jurisdiction. By signing, applicant affirms that all above is true and correct
and that he/she is ~horized agent of the Contractor and the O\vner and has the a!,!thority to ~s permit.
Applicant's Name: 11"'-4TW/ A.. t:>!4V...S Applicant's Signature: ~ /I
Date: ~!t516r- Address: " q ~ I'-'t A-Ul- ~ A-(t KO. pw r~vw.lJ.>~, k
,
For Notary ~se ~nly: State OfF}~dda~~ty Ofp~~ r, , 20 ~ by -r::/)f~ J)~
Sworn and subSCribed before me tIllS It: T day of P
B who produced identification: Ft. Ol /)1'':>0 gn{~d(1r Nam~ or Applicant -
is personally known to me.
.\.11" Todd M 1 ~A
,,\~~Y.~(t~'// .. or ey
t:~o.;;=;,~';1 ~om!TIission #DD241110 /~'M~---
Seal: :;'~:. ~'if expires: Sep 25, 2007
'r;;;:?f/~:I~~\" ~onded Thru
AtlantlC' Bonding Co" IOc. i /' ~.
G:\Bidg.Dept.Forms\permit APPLlCA'nON 1 0-6-04 l,.../ T is ~c
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BUILDING PERMIT FEES:
Building Permit per square footage: ... ........ ....... .......... ..... ....... .... .... ....... .....
Total Sq. Ft. (Living Area): .
Total Sq. Ft. (Enclosed Area):
3uilding Permit based on valuation:.............
Total Sq. Ft. (Living Area):
Total Sq. Ft. (Enclosed Area):
:uil ding Permit miscellaneous:.....................................................................
Total Sq. Ft. (Living Area):
'afal Sq. Ft. (Enclosed ...Area):
I ectrical...... .......................... ....................................................... ........ ...............
lumbing............................................................................. .... ............................
[echanical................................................................ .......................................... -"
uilding Permit Plan Check Fee.... ................................. ........ ........................ ~
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.re Dept. Plan Checl< Fee..................................... .................. .... .....................
adon Trust Fund: sq. footage e ~ : : ~ ;0 . ~.. . .. .... .. .. .. .. .. ...... ...... .. .. .. .. .. .. .. .. ..
::>ncurrency Management Fee.............. ........ ........ ......... .......... ............ ............ --
.-----
lpital Expansion Fee........... .................. ..... ......... ................ ..... ......... ............ ...
Total Building Permit Fees:......
31f\TER PERl\1IT FEES:
Sewer Impact Fee............................... .......................... ............................ ~
---~~-~
Sewer Tap Fee............................. ..............................................................
Total Sewer Permit Fees............. -
,,---
\
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/?/p: .~; ~~ .~ OUTFALL STRUCTURE \.\
L ~ \1 :~C: ,,",~GC >REATED RUNOff ,'\ \
n~ IINli ADJACENT DITCH ,\ . . \ \
r-" I"'., ,~ --- ~ '<, , ,
,:;:; 0" \ ,
r ~ v (OlIO. UTW'f POU: , ' \ ,
~TA ~~E~ ~ ' \ . \
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4Q 20 0 40 . 60 Il!O?A " ,\. '~,
~~CALt~ I .2!~~ ~:: i; _\,~~ <\~\\
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. 5S fij! ,7J E ~. " 4.53 .....' 4.48 '-- .",. . ".. ".it. { I H::X:: l V. '. ",
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o I ---'- .< .. STORY l-lOTr:\. ....4 .~~ OW~ , ~ & 5aI
o .,... M' ...... l~ RO<JI1S iIYlFJ //- .,. AU. ..wA$ .
;~ 0 \. II 111~ ~ ~ fN:. .. IJ.Q .,ii' .~;. . ,..."I':'.~. ,; '..' r, 'J' ..~ ,;""',"f',1..,.,..",,
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FROM :CITY 0F CAPE CANAVERAL FAX NO. :321 868 1247 Apr. 21 200503:10PM Pi
CITY OF CAPE CANAVERAL
AUTHORIZATION FORM
City of Cape Canaveral Building Dcpartment 105 Polk Ave. Cape Canavccal, FL 32920
(321) 868-1222
(You may download this authorization: www.myflorida.com/cape. You may fax to: (321) 868-1247.
Date: ~/~r Permit#: *
CONTRACTORS AND SUBCONTRACTORS - PLEASE HAVE YOUR SIGNATURE
NOTARIZED AND SUBMIT THIS FORM WITH THE PERMIT APPLICATION.
Company Name: jA..D La ~ >~/~J
I, t;.,orH-f fJ-'D~:5 , hereby authorize __~ eM/G. SIIl.O/.5
(Slate License Holder's Name - PLEASE! PRINT) (AuthClrizcx1 Penron - PLEASE PRThlT)
to obtain a permit on my behalf under my state license as issued by the Department of
Business and Professional Regulation, Construction Industry Licensing Board [CjjODl9ff
' ,
(Slate License Number)
for the job site described below,
* For blanket authorization, do not complete.
TXl}!iiof.EennH * ,lCttvr CJLI vtlc
Building Name of Property Owner
Plnmhiner 90oq/J>~ N~1&VO
- --------~ *
V Electrical -r~ Y,w>i/L Address of Job Site
Mechanical
Roofing ~,..~_/I$~
Swimming Pool
Specialty Structure Signature of License Holder
Other - Specify:
For Notary use only: State of Florida, County of Brevard ,20 OS, by --;; rntDI/)y Ii ,:-. <:
Sworn and subscribed before me this ,;( I day of H I') K./I ' j) .4 (../-.>
L_J who produced identification: Name of Applicll1lt
or
IX I is personally known to me. ) f\
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Seal: ? Ct ]- L/.e:-Z --+-c- ,,_ ,,(.. l )". ,,'-:-
_..-i.--f-'---j .oi..,~.,--"1 / \~/'_"'-~"- ./
Signature -G>l6tl1ry Public At Large
G;\Bldg,Oept.FOlTIlS\Authorization Form ,'ir\. Pamela Joseph-Davis This fonn may be dupliclIted.
. ~ .; My Commission DD041498
\1!t:J' Expires August 24, 2OQ5
I City of Cape Canaveral, Florida j I
L BUILDING PERMIT /2645 I
___ PHONE~:21-868-1222 ~ INSPECTIONS & FAX: 868-1247 j
I~- PERMIIINFORMATION I '" LOCATION INFORMATION I
I Permit Number: 2645 Issued: 11/15/20041 Address: 9011 ASTRONAUT BLVD I
, Permit Type: ACCESSORY STRUCTURES I CAPE CANAVERAL, FL '
I Class of Work: 329-Structure other than bldg. I Township: 24 Range: 37
, Proposed Use: BUSINESS I Lot(s): Block: Section: 15
[I Sq. Feet: Est. Value: i Book: Page:
Cost: 500.00 Total Fees: 30.001 Subdivision: COUNTRY INN & SUITES
Amount Paid: Date Paid: i Parcel Number: 243715 TRAILER
[ CONTRACTOR INFORMATION" r- OWNER INFORMATION
I Name: R W PAUL CONSTR-UCTION, INC 1- Name: -PORTVIEW INN & SUITES, LLC
II Addr: 581 E HORATIO AVE i Address: 215 NO. CENTRAL AVENUE
MAITLAND, FL 32751 I DULUTH, MN 55807
I Phone: (407)599-5858 Lie: CGCO 13529 I Phone: 218-628-0311 I
Work Desc: TEMP OFFICE TRAILER
APPLICATION FEES
BUILDING UNDER $2000 30.00 i - i I
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~............................ Ins()ection~ Required --- I
~Final I
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r------- Af5PUC,l>,TIO-N ACCEPTED BY: PLANS CHECKED BY:----- .-. APPROVED BY:-"-~-
I NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 6 MONTHS, OR
IF CONSTRUCTION OR WORK IS SUSPENDED, OR ABANDONED FOR A PERIOD OF 6 MONTHS AT ANY TIME AFTER WORK IS STARTED.
II HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS DOCUMENT AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
~~~V~~~~~~~ ~:': :~~M~:g~:SN~g~ ~~~i:~N~OT~:~;1~~~6.~~~~~ ~:~LL~~Ecg~~;~~g~li~E~~~~~~~~Eg~~~~~ ~~~~~ OR I'
II STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
I COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
, TO YOUR PROPERTY IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF
I COMMENCEMENT.
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I BY/DA;~ I fJ /~ AUT~q~IZED SIGN~ TURE/DJE I
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CITY OF CAPE CANAVERAL . 11i~
BUILDING PERMIT APPLICATION
City of Cape Canaveral Building Department 105 Polk Ave. Cape Canaveral, FL 32920
. (321) 868-1222
Date: n\ 0\.\04 Permit # 26 45
(You may download this application: www.myflorida.com/cape. You may fax to: (321) 868-1247.
Important: A checklist is provided on the back of this form. Complete the checklist and provide other documentation as
indicated on the checklist. A copy of contract may be required. Application packages will not be accepted unless complete.
CONTRACTOR WILL BE CALLED WHEN PERMIT IS READY.
(Contractor/Owner-Builder is required to sign for the building permit, unless indicated otherwise by affidavit. LD. may be required)
Address of Job Site: 9 I tA.- 5TV\.Q~LJ\ ~ \..\.J'P ~ CA NAVPtl~L Fe:3 2 <12: 0
Legal description of property: rWN24- 5' RNG:'31 E:. SEe: ~ SUBD:- BLK: -----=- LOT: ---==-- PB: _ PG:__=_
Name of Property Owner: ?O.l"1vl'V\iJvv ::!N.('-l ~Svlf€) CLc.. Property owner phone number: Z-LB-foW-03i I
Address of Property Owner: \ "-" fu~l AvE. OvLu'\\--\ r,u'-I. QSlJv1
Community Appearance Board approval date: I (.,' G Site Plan approval date: ~!?zl (J 4-
-.J Type of Permit Brief description of work:
Building
Electrical
Plumbing
Mechanical
'X Other J;::;/"-I=rM ~,;,..Ii ~C~ ~ fy,,A u_ ..
I
Type of Square Const. # of # of dwelling # of # of Total valuation of work
-.J Building Feet Type stories units bedrooms bathrooms
Commercial $
SFR $
Townhouse $
Apartment $
CondominhLnl $ ..
. Other $ If' . l? ~ Ql'~
f
ArchitectlEngineer Name: Name of Company:
Address:
State License No.: Phone (office): Phone (cell/pager.): Fax:
Prima..ry Contractor Name:R.M~H \Ai. \JAJI.... Name of Company: rrGl.U~~v~1.. Gj':--\:)Y\--UUW...d ~C
Address: 6t>\ t l-\u'L~;\O ~~ fVtAvf\..t.~~/ YL 32...-1. '$-'
State License No.: 0;;(. 0\ 3S '[...:7\ Phone (office): iyo1- S'l-6l-~ Phone (cell/pager.): 'tul-701 'Th$1 Fax:~j-{)-'ty:..,St'J 0
Electrical Contractor Name: Name of Company:
Address:
State License No.: Phone (office): Phone (cell/pageL): Fax:
Plumbing Contractor Name: Name of Company:
Address:
State License No.: Phone (office): Phone (cell/pageL): Fax:
Mechanical Contractor Name: Name of Company:
Address:
State License No.: Phone (office): Phone (cell/pager.): Fax:
Specialty Contractor Name: Name of Company:
Address:
1 State/Local License No.: Phone (office): Phone (cell/pager~~~,;r$~)~'{)\j\'itk:;;c;r: ,
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..j Building Permit Application Checklist (general requirements) Notes
Completed Permit Application Current code edition: FL Bldg. Code 2001 (as revised)
Current survey showing all proposed construction Also show any existing structures, easements, utilities, etc.
Notarized signature - Owner/Builder Affidavit If owner is acting as contractor
Sewer Impact Fee receipt May be deferred until C.O. Unless job is remodeling
County Impact Fee receipt May be deferred until C.O.
Capital Expansion Impact Fee receipt Maybe deferred until C.O.
Sidewalk Impact Fee receipt If sidewalk exists on lot
Recorded Warranty Deed / Proof of Ownership
Copy of Recorded Notice of Commencement (over $2,500) Prior to first inspection (Over $5,000 for Mechanical)
Current Worker's Compo Policy / Exemption Record will be kept on file after initial submittal
Community Appearance Board Approval For work visible from Public Right-Of-Way
Planning and Zoning Board Site Plan Approval For new construction of four units or more
Concurrency Forms For new construction not part of approved site plan
Primary Contractor's State License Record will be kept on file after initial submittal
Subcontractor's Authorizations: Record will be kept on file after initial submittal
State License Notify Building Department of contractor changes
Plumbing Contractor Plumbing Contractor
Electrical Contractor Electrical Contractor
Mechanical Contractor Mechanical Contractor
Roofing Contractor Roofing Contractor
Swimming Pool Contractor Swimming Pool Contractor
Gas Contractor Gas Contractor
Specialty Contractor Specialty Contractor
Construction Drawings: Per F.B.C. 104
Two sets of sealed construction drawings (three sets if commercial) Per F.B.C. 104
Electrical Load Calculations
Electrical Riser All new services must be located underground
Plumbing Riser
AlC layout
Two sets of Energy Calculations
Four sets of Fire Suppression/Sprinkler! Alarm Specifications Requires Fire Department review and approval
Lot Drainage Survey
Pool Barrier Requirement Form (signed) Pool permits will not be issued without barrier
Application is hereby made to obtain a permit to do the work and installations as indicated. 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
and laws regulating construction in this jurisdiction. By signing, applicant affirms that all above is true and correct
and that he/she is an authorized agent of the Contractor and the Owner and has' e IhOrimlY for this permit.
Applicant's Name: <)(vC\\.Rl-\ \\1 <' V {)(U'--- Applicant's Signatur( j!
I
. \
Date: \ l\~{o~ Address:
For Notary use only: State ofFlorid~ County of Brevard "~ I lJ ! /> ,/1. . . {
~ /..,)-1_. l , /"v;;,-If/~ w - r ?V~ --
Sworn and subscribed before me this 'T';';' day of AJIJvVuM~Y.,.ef , 20 01, by
[iJ , '/Name of Applicant
who produced identification: or
is personally known to me.
o~",?Y.~us(1- DAVID P. DAPORE
" "fdJi 1< MYuC9.~~I~SI?N #~? ~~9!!3
~ EXPIHl:::i: June <:: I, WVQ
Seal: "'~ ~ ~",,,, Bonded Thru Budget Notary Services
<QFfCCi
G:\Bldg.Dept.Forms\permit APPLlCA TION 10-6-04 This form may be duplicated.
.u U-LLu.L.Ll15 J. \::J.J.llJ.l p\::J. ~lJ. llaJ.l: J. UU lagl:;.... ........ ....... ....... ....... ...... ..................... ~----
Total Sq. Ft. (Living Area):
Total Sq. Ft. (Enclosed Area): 26 5
Building Permit based on valuation:..............~........................ 3e;fz--
-}
Total Sq. Ft. (Uving Area):
Total Sq. Ft. (Enclosed Area):
Building Permit miscellaneous:........... .............. ...... ........ ........................ ...... ~
Total Sq. Ft. (Living Area):
Total Sq. Ft. (Enclosed Area):
Electrical.......................................................................................... . '.~
...................
Plumbing......................................... .................................................................... .--~
Mechanical............................................... ................ ........................................... -----
Building Permit Plan Oleck Fee.......... ................ .............................. ............. ~-
Fire Dept. Plan Oleck Fee...... ........ ........ ......................................... ................. ,---
Radon Trust Fund: sq. footage .~
.................................
Concurrency Management Fee.. .......... .......... ....... .......... ...... .......... ........ .......... .-/
~
Capital Expansion Fee......... ................... ................ ............ .... .............. .............. -
Total Building Permit Fees:...... (J'~
SEWER PERMIT FEES:
-. ---
Sewer Impact Fee.....................................................................................
Sewer Tap Fee...........................................................................................
?f /1 -
Total Sewer Permit Fees.............
OK TO ISSUE: !r~~ DATE:
!
I
. CITY OF CAPE CANi\. VERAL
... Cio/ ,re", ~;~~~~~~O~:A~~=_I. Fe "'''
(321) 868-1222
(You may download this authorization: \.vww,nwflotida.comJcapt'l,. You may fa,x. to: (321) 868-1247.
Date: IJ',2 - CJ t/ Pennit #: 26 45
CONTRACTORS AND SUBCONTRACTORS - PLEASE HAVE YOUR SIGNATURE
NOTARIZED AND SUBMIT THIS fORM WITH THE PER..I'vIIT APPLICATION.
I, ,R?/c;./AJ-d ~L.d, ~'I"'(9 IV ,nerebyauthorize ,~ 1'9.A?.(>.r--p .S.tb:!!.Fdt---
(:'jut/; Li(.~~ nolder's N~"," __I'LEASJ> PRINT) (Authorized person - Pl,)::ASE f'RlNT)
to obtain a pemlit on my behalf under my state license as issued by the Department of
Business and Professional Regulation, Construction Industry Licensing Board CA c. C) siB. ~ 97',
(State License Number)
for the job site described below.
/~ ~~ .
..J I TypeofPemill .~ fq(t,wV"4..U ~\~~4SI)\..~.~
, B 'ld' Name of Pro petty Owner
. Ul mg
Plilmbing ~CXJ1. As~(jNI'<\.fr\SL\JO ..
Electrical Address of Job Site
Mechanical ~" /
Roofing . ..4 . J..,...rJ ~
SwimmingPt)ol . -/( ,f ///~~V;
S . I S - Signattue of License Holder
. pee ta ty tructure
i Other - Specify: I
"
For Not~ry use only: State of Florida, County of Brevard .'.. "'- /"
Sworn and subscribed before me this ..2-, _ day of r/c;> V ' 20 ~ by /Xrc~~~qc C c.c~
Nll."", of AD II .ant
o w~9...pr.oduced identification: ._.._ or
Q/)S- personally known to me.
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CTON
MOBILE
INDUSTRIES
Acton's mobile offices present solid quality standard features and air conditioning. Any of our units can be further cus.
that are sure to increase your purchase or lease satisfaction. tOmiud with special features to suit your specific needs.
They include 2x4 w-all construction, 2x6 floor joists, full In addition, Acron offers double wide models, modular
insulation, fluorescent lighting, wood grain paneling, block classrooms, lab units and toiler nailers. Code units are
tile or vinyl flooring, dectric heat, standard built-in furnitUre available upon request.
EIGHT FOOT WIDE - MODELS 824 & 839
20'0" .1 \~ 92'0"
12'0' . <:l 20'0"
~ rip : AC
Be.eeboMi · AC :Co 0 Baseboard Std, HitCh
51 >-Iealer .~ .~ . .~' l... _"" ,<oT",. Healer
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OFFICE/STORAGE - MOOEL RS834 M'
r-4 30'0" ~";:,,.,-
jll 22'0"
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TEN FOOT WIDE - MODELS 1040 & 1050
36'0'
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/ ~~LVE,~OT :I~~ - MO~~LS 1250 1290 I . 56'0"
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e ~ WI~I!!!I ~ed as custom unies.2vour specific need:
Available in 20. 24 end 28 foot widtns Lengtns run up to 76' Inner sections may be added to create multiple units.
USED UNITS & MULTIPLE UNITS - also available Jsed unit floor plans may vary
Floor plans rray vary based on location.
800.251.1600 0
, www.actonmobile.co~
'. .: . . .
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/~ ,-' \ Offices In: A1etama [2). Florlde (3], Georgie, Ilhno~
,/ .' ..~~, Kentucky. Noreh Carolina. Oklahoma. Pennsylvania.
TgnngSS88. T8XSS (2) and Virginia
~ 2C04 Nsv. Acton Moblls IndJB".lea. LLC FPtvO-' 2/C4 2M
NOU 215 221214 14:48 New Acton Mob i 1 e lnd PriGE.08
FROM : ACTON TAMPA rHi\ NU. . Ol.')O~O"')~ r c. ,,'-'~. u-' ~uu~ uu' -,~'" ,-
(-~5~BOX !I Pt[RS PER $I0EXcl I )fr<: S \.S--
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. 46n_..Bf)X 1.0 t.lPH 9 STRAPS PER .StOf: '\ /" c7--
~6" BOX 1JQ ~E'~_6___SJRA5.PER SlO(~~'
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4Q'BOX 100 UPH 3 STRAPS PER 510( :'
50' 80X7 PIER S. PE R Slot
~. BOX 150 ~ 11SlRAPS P(~ SJO(
~" BOX t40 MPH 10 STRAPS PER StO€
50" BOX \30 ~PH 7S1RA~ PER ,SlOE
~. BOX 120 MPH 6 STR~ PER SlOE
50'SOX 11 0 ~PH ~ STRAPS PER SCOE
50'BOX 100 t.1PH 4 STRAPS PER ~DE
, 56'BQ)( a PlERS PER ~OE
56' sox 130 a,4PH 12 Sn:!APS PEq SlOE
36' BOX '40 UPH 9 STRAPS PER $lor:
56' BOX 130 I.4PH 7 STRAPS P(R S&O(
~'BOX 120 ~~H 6 STRAPS PER SlOt
St;'BOX 1lQ MPH 5 S TRA~S PERsroE
560 BOX 100 l.-tPH 4 STR;\PS PER sa:>E
60' BOX 9 PIERS PER SIDE
6{)' BOX 150 MPH 13 STRAPS PER Slot
60' BOX 1"0 UPH to STR APSPER SIDE
60' BOX t3Q ).IPH 8 STRAPS PrR SJOE
50' 6()X \20 ~PH 7 SlRAPS ~ ~[
60' BOX HO ~PH 6 STRAPS PE~ SlO(
60' BOX 100 ~PH 5 stRAPS PERSlO(
64' BOX 10 PIERS PER s[~
6.L 'BOX , 50 ~PH 13 STRAPS PE~ SJDf
640 BOX 1.0 ~PH 10 STRAPS PER SJOE
6-" BOX 130 ....PH 9 STRAPS PER S:O(
64' BOX 120....PH 8 STRAPS PER '$10(
6.0 BOX 110 U;fH 7 STRAPS PfR SlOE
649 BOX 100 MPH 6 STRAPS PER ~PE:
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NOU 05 2004 15:38 8135253072 PAGE. OS
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I City of Cape Canaveral, Florida I
I BUILDING PERMIT '/2643
1_ ........... ....._ _ _ _ _ _ _P~ONE' 32'-868:'222_,' INSPECTIO~: & FAX: 868-124~__
k- PERMIT INFORMATION L- LOCATION INFORMATION
' Permit Number: 2643 Issued: 11/15/20041 Address: 9009 ASTRONAUT BLVD
Permit Type: SIGN PERMIT I CAPE CANAVERAL, FL
Class of Work: NEW INSTALLATION I Township: 24 Range: 37
I Proposed Use: MOTEL/HOTEL i Lot(s): Block: Section: 15
II Sq. Feet: 102,736 Est. Value: 9,417,809.001 Book: Page:
Cost: 300.00 Total Fees: 30.001 Subdivision: COUNTRY INN & SUITES
I Amount f>>aid: , Date Paid: , " ", , ,LXarc:~INlJmber: 243715 _
CONTRACTOR INFORMATION ~ OWNER INFORMATION
I Name: R W PAUL CONSTRUCTION, INC I I Name: PORTVIEW INN & SUITES;ILC
I Addr: 581 E HORATIO AVE I Address: 215 NO. CENTRAL AVENUE
I MAITLAND, FL 32751 I DULUTH, MN 55807
I Phone: (407)599-5858 Lic: CGC013529 1 Phone: 218-628-0311
i Work Desc: TEMP CONSTRUCTION SIGN PER SUBMITTED PLAN I
[ APPLICATION FEES j
I BUILDING ONDER $2000 30.00 1 I
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ir----------APPLlCATIOfIJ ACCEPTED BY: I - PLANl)CHECKED BY:---- APPROVED BY:-
NO lICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 6 MONTHS, OR
I IF CONSTRUCTION OR WORK IS SUSPENDED, OR ABANDONED FOR A PERIOD OF 6 MONTHS AT ANY TIME AFTER WORK IS STARTED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS DOCUMENT AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
1 PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPEC!FIED HEREIN OR
1 NOT. GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORiTY TO ViOLATE OR CANCEL THE PROVISIONS OF ANY OTHER
I STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
I WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
I COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
! TO YOUR PROPERTY IF YOU INTEND TO OaT AIN FINANCING, CONSULT WITH
I YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF
I
I COMMENCEMENT. j
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I \ ~~ ISSUED BV!DATE - AUTHpRI2;~ SIGNATUREIDATE I
CK. td:. st.Y7?-
FROM :CITY (dr LHI-'I:: LHNHVI::~HL rH,x, NU. .";:'<:::.L 000 .L<:::'-f( ,Jun. l.l. <:::\::J\::J'-f l.l..\::Jl.r-WI rl.
CITY OF CAPE CANAVERAL
BUILDING PERMIT APPLICATION
City of Cape Canaveral Building Departmcnt 10S Polk AYe. Cape Canaveral. FL 32920
/ \.", \ ('c/' (321) 868-1222 , ' ,- V(4J..,f':
Da"M ". /,1. 1\. \ ( ,.,"+- Perm' it #
,W". ';.. 0J ',," \i """~ $; . .
(You may downtot'..d this application: ww'W.mvflorida.com/cape. You may fax to: (321) 868-1247. ' 2 () 43
Important A checklist is provided on the back of this fonn. Complete the checklist and provide other documentation as
indicated on the checklist A copy of contract may be required. Application packages will not be acceptedun,less complete.
CONTRACTOR WILL BE CALLED WHEN PERMIT IS READY.
(ContraCtor/O\\ner-BuildeT is required to sl~ fur the building permit, unks.<; indicated otherwise:; by -affidavit. J.D. may be required)
Address of Job Site: "S'~(.. I~d I)" ( I~ <j;j\V\D(c'~i\\Fr 'TI)LVO\ ()/'\(7:': C~!/'\t",: r~:,j '!,!,,!P(~ ,ft
Legal description of property: TY!'N2i\1':; iN<r.::i.7 f::-SEC: j,,;;" SueD:~' BLK: ..:::::::::.- LOT: _ PB: :::::.....-- ffl:_
N 'f Pro rty Own; 'lv~" ,," ,.' ,,~-, , ,',\" c ' . !!C~ <;.,', " Co''"'' !' /' Pro etiV., 'wn "h " be ."r., '''''. '. ".,.. ,,'"
ame 0 ,pe cr. 1! !ri'T \i ,:',t,/j.Y".!!,; ',t"':;-'":; t;:."" ,""/.l ....... P "J 0 "~ p one num ,r. c' .rf!', ,c)''': ..<;#, I
Address of Property Owner: . .7~: 'j t/~ ("f,rrf:.vni fSr.;#f/("}"JLJc/"\'\'\' ,vVJ-i!'>>'lF(,'7
Community Appeanm.ceBoardapproval d8te:""SL'Lk,,"Site Plan approval date: ' !
. t ~.-1 <;--
--.J Tyt:>e of Pennit Brief description of work: ' ,"
BuildinR
Electrical A ' :
Plumbinu; .'
Mechanical
~er ~f'(!'~"J S.'~~f" s- (' {('':,,,-If'v-e\'hJ '"' "1-' Co.,,-.: !""~ S:>::>er. " '<J" ') , J
Type of Square Canst. # of # of dwelling # of # of Total valuation of work
"Building Feet Type stories units bedrooms bathrooms
Commercial $
SFR ... $
Townhouse $ -
A~rnt $
Condominium // $
"Y.. Other G" '-I-I .~ --+- C. o~<~ '':,-;ls '/~)'r ') $3 ('}(], Cl (]
, ... '\.. r ..,-
Architect/Engineer Name: .. ',_'0 Name of Company: ,-- ._~
Address: ' ,.'
State License No.: Phone (office): Phone (cell/pager.):' Fax:
.." I ..: P
Primary Contractor Name: , ~l-l. \;v~ r.1UL Name of Company: \( LA I ?H'^-. C"'^-'-\'~uvja""L.j(
I Address:S'l5\r , i 4[;n A" " r\ v~r. Y\^'M LT\)"t..,-,,? 'Y L "J, '! T" I
I State License No.: cc;:,c (l\')5L.9 Phone (office):"fu1'~1'j/5:15Z: Phone (cell/pager.): 't-01-1'.;I -,')'';;5'1 Fax:l\',E'd --c,C,n)
,. ~
Electrical Contractor Name: Name of Company:
Address: < '
State License No.: Phone (office): Phone (cell/pager.): _ Fax: -
Plumbing Contractor Name: _ Name of Company: .
~~ 'I
State License No.: phone (ottlce): Phone (celllpager.): Fax: I
Mechanical Contractor Name: Name of Company: .'
Address:
SWe License No.: . Phone (office): Phone (cell/pager.): Fax:__
Specialty Contractor Name: Name of Company:
Address:
State/Local License No.: Phone (office): Phone (cell/pager.):
,
JUN 11 2004 12:00 321 868 1247 PAGE.01
r-KUI'I . \",) 1 1 ~r- \",Hrl:: \...HI~HVI::~HL.. rr-1^ !'lU.. ~.....l4:::.J. 000 ...C,wtf ...sur )" J.J. G.~l::.J'"t J..J.. ~J.nl'l ,.::.
I...} Building Permit Application Checklist (general requirements) ..-r---- Notes
Completed Penn]t Application Current code edition: FL Bldg. Code 2001 (as m'iscd)
~.-" ~.u.rr..e..!!.~ survey showing all proposed construction .._ - Also show any existing stNctures, easements, utilities, etC.
Notar~~..~!E:!.l_~!.~ - Owner/Builder Affida~~_..._...,_..,,,.__~..___ >-- If o";;;;'-is acting a~~;;~k;---'-'-"--"-"-
Sewer Impact Fee receiPt "MHy be defc:m:d until C.O. Unlc:ssjob i.s n:'Inodding
County Impact Fee receipt May be deferred until C.O. ~-""-~---.~._--
.. Maybe defc:m;.d until C.O.
Capital Expansion Impact Fee receipt
Sidewalk Impact Fee receipt 1 f $idewalk exists on lot ..-----
Recorded Warranty Deed / Proof of Ownership
Copy of Recorded Notice of Commencement (over $2,500) Prior to first inspection .---..--------------
'-. cUrrent Worker's Compo Poliey / Exemption R,cord will be; kept 0lI ii)" alkr initiul ~\.Ibmiuw
Community ADoearance :Qoar..~!\E~()val I'or work vi!ible frum i>llblic Right-Of-Way
Plannin!! and Zoning Board Site Plan AO.E!.QvaJ For new construction of tour units or more
Concurrency Fonns For new constructiOll not part of approved site pllUl
Primary Contr-a.ctor's State License Rocord will be kept on file after initial Bubmittal
Subcontractor's I Authoti;;tio~s: Rc\:ord will be kept on file after initial submittal
State License I NOlify Buildil'\g Department of contractor chanhrt!lI
.-
Plumbing Contractor Plumbing Contractor
Electrical Contractor --.
Electrical Contractor - ~
Mechanical Contractor Mechanical Contractor -----
~....,__...~w........,..... Roofing ('-O~t;:actor -
-- ._~qofi~.Contractor I
Swimmine: Pool Contractor SWlmmine Pool Contractor I
Gas Contractor Gas Contractor
Specialty Contractor Sp~~iaity Contractor
Constroction Drawings: Per F.Re, 104 .--.-
Two sets of sealed construction drawings (three sets lfeommercial) Per F.R.e. 104 ... ...-..
Electrical Load Calculations
... All new services must be located underground
t-- Electrical Riser
.-
I-- I--~~.bing Riser
I AIC layout
I Two sets of Energy Calculations
Four sets of Fire Suppression/Sprinkler/Alarm Specifications Requires Fire Deoartment review and approval
Lot Draina~e Survey
Pool Barrier ~~~~nt Form (signed) Pool permits will not be issued without barrier
"
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or
installation has commenced prior to the issuance of a penn it and that all work will be performed to meet the standards
and laws regulating construction in this jurisdiction. By signing, applicant affirms that all above is true and correct
and that he/she is an:~thorized .agentOfthe Contractor and the Owner and il( tho~~ ~~y for this permit.
Applicant's Name: "Az2w, ~lf / 7(~v...... Applicanfs Signature~ otAJJo
(v llllo f\- Vi' -- btv\'L~O iA::v<;:
Date: Address: \~d0\ C
(VlACDJc~P'k~ F'L :J2~
For Notary use oniy: State of Florida, County of:fm:mrd /1t !
Sworn and subscribed before me this day of 20 0',1 , by ~:.., "'- L,.,\.) '(JLtj \
0 ~ame of ^ppli~t
who produced identification: [\ ' 'l)' or
~ is personally known to me.
, Cc
Seal: (;()JAM1SS!()N Nl.JMeER
CC947495
COMM!SSKJN EXPiRES
G\DldeDcPI.r(lrm~\BP APPLICATION form may be dupliearcd.
JUN 11 2004 12:00 321 868 1247 PAGE. 02
, BE IE
UTPARCEL TOA LATER DA PROVE"ENT
ROPOS'f," P~R"{T1ED AT E ROADWAYE '~S
l>J..:,i'NI V"'-" DESIGNE SED OFFSIT lANE _ SE
ROPO T TURN
W' ADJ - 12' RIGH " ACCESS ~
,- EXISTI '..
TO / ~ ROPOSED D"-~~ PlANS . ~
/ "-
'P/'i<l..~' ~ONNECTION ~
~ - REVIEWED FOR ~
'~/ ~"
-~ CODE COMPLlANCfSTATE ROAD .
n
EXISTIN
o ~ COpy
.n22
Cal1avcr
~ CIty ot Cape, 'rfiii&SION
;- :4 mED 1'0 R C 2"6 = 0. tJ r;
PERM r._ If/Or /.
~.:- - 50 .~~ 52' PERM 5. . ..;olatiol1 01
. D thonze , , .Ie'
REYIEWE . does not au " nces or ,ta l .
"'" . f tl is plan . ,des or,hll)!
~ ReVlew ~, . tf' Of ~'('deral c(
-- 5'~AX P~FtCEL 1 520 Ul' lOC;l\~ ~t~
750 STATION .. ....C"TAlI c::
51) 'TAX PARCEL POSED LIFT _.. ,
DRrl
ON POND __
wf"T Pl""rFNTl
LIvePublIsh Page 1 01'2
G>vU'l/vcr-
---tt- Z'2(54
Sec. 94-81. Temporary off-premises signs.
,(a) There shall be a limit of one sign per business or activity erecting a
temporary off-premises sign.
'(b) Temporary off-premises signs may be erected only by the following:
(1 ) A housing project or subdivision within the city consisting of
ten or more residential units;
~-~_. (2) Any new business opening within the city; or
Docum~nt________~_ (3) A charitable, educational or religious institution as defined in
l:>n~~yiQllsJ)Q~11ill~nl section 70-66, conducting a special event.
(c) Any such sign is limited in size to 50 square feet per face and may be
,double faced. It shall be constructed of sturdy materials as approved by the
building official. There shall be no illumination of any sort provided
specifically for the sign.
(d) The signs may be erected 30 days prior to the opening of a new
business or construction of a new housing project and shall be removed no
Jater than 30 days after the opening or after housing construction has
stopped. Stoppage of constiUction shall be defined as the issuance of a
certificate of occupancy (final or temporary), or the construction has been
abandoned (ceased) for a period of three months.
(e) In the case of a public interest sign, a sign may be erected no more
,than once per year, and must be removed no later than five days after the
QJ2tiolls special event has concluded. A public interest sign, however, may not be
erected for more than a total of 30 days.
'(f) Signs restrictions along.. the following corridors are as follows:
Location and Placement for Temporarf Signs
TABLE INSET:
Street Minimum Setback from Right-of-Way Maximum Height
Astronaut Boulevard(SR A1A} 50 feet 15 feet
Old State Road 401 10 feet 8 feet
Ridgewood Avenue 10 feet 8 feet
These restrictions affect properties adjacent to these streets with the
exception of any R-1 zoning districts.
(g) The written consent of the property owner must accompany each
'application for sign permit. The agent for the owner will verify in writing the
authority to execute a consent form.
(h) A construction sign (two only) may be erected one by the primary
'contractor of a project, and one to inciude all sub-contractors of a project,
a~;.~;~€:>i;a,~;f')ei{i1~aefefttlt.l'eEl:cin..talalec94",9aJ,
) Construction signs shall be confined to the site of construction
and shall not be placed in any right-of-way or visibility triang.le.
(')\ AU"construction signs shaH be removed prior to the issuance of
"" \LJ
acertificateofaecupaf'ley arcompletion.
http:l /livepublish.municode.cOlTJ4/1pext.dll/lnfobase4/1 /18cd/199b/19b6/19d2?f=templates&... f P"V"\ 11"\ A
01 oLD V'+
I City of Cape Canaveral, Florida I
i BUILDING PERMIT A"809 I
I PHONE: 321-868-1222 INSPECTIONS & FAX: 868-1247 I
I .. . PERMIT INFORMATION --~! LOCATION INFORMATioN- --1
rPermit #:3809 Issued: 11/30/2005 i Address: 9009 ASTRONAUT BLVD '
I' Permit Type: SWIMMING POOL i CAPE CANAVERAL, FL
I Class of Work: 329-Structure other than bldg. i Township: 24 Range: 37
I Proposed Use: Hotel Lot(s): Block: Section: 15
Sq. Feet: 102,736 Est. Value: 9,417,809.001 Book: Page:
I Cost: 229,200.00 Total Fees: 1,660.001 Subdivision: COUNTRY INN & SUITES I
Amount p. aid: , Date Paid:.-L Parcel Number: 243715 _._~--- I
~ONTRACTOR INFORMATION ! OWNER INFORMATION ,
I Name: ALL IN ONE POOLS INC. Name: PORTVIEW INN & SUITES, LLC I'
I Addr: 7180 BEVIL AVE Address: 215 NO. CENTRAL AVENUE
I COCOA, FL 32927 DULUTH, MN 55807 I
Pho,'l~: (321)455-9839, Lic: CPC057130., Phon~: 218-628-0311 ,I
~... Work Desc: CONSTRUCT SWIMMING POOL PER ~UBMITTED PLANS 1
I APPLICATION FEES I .
BUILDING OVER 21< 1,070.00 I PLAN REVIEW OVER 2K 535.00 I ELECTRIC NEW 3d.dd ,
I FIRE PLAN REVlEW 25.00 j I
I I
I I
I I
I I
I. iii"pl1ctlons Be~uire(L '
I Ground and Steel 1 I Pool Deck ! Pee Safety Barrier j Picture of pool barrier req. j
Final 1 I
I I I
j . I
I I i I I
I : ! I I
~- ----=-- APPOCA"oJACCEPTED BY, ~LM~SC~CRED BYf},o;J, APl>ROVE6 BY'~ .-~II
i NOTICE: THlS PERMiT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT C-OMMENC D WITHIN 6 MONTHS, OR-
IF CONSTRUCTION OR WORK IS SUSPENDED, OR ABANDONED FOR A PERIOD OF 6 MONTHS AT ANY TIME AFTER WORK IS STARTED. I
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS DOCUMENT AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR
NOT. GR-=A.NT!NG OF l:i. PER~.1!T DOES NOT PRESU~;;1E TO GIVE i.o.,UTHORITY TO VIOLATE OR CANCEL THE PROViSIONS OF ANY OTHER i
STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. I
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF I
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS I
TO YOUR PROPERTY IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH I
YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF i
COMMENCEMENT. I
:
I
I
^ - t t . )
/ II I II /, / -"1/~ /\ I/'~; .
I.. I / . I ! / l ,;ci;-~ //., .,'~
j(}.f., 1 l:rl AI fAt ' ... I I I '1lllJ I/)/ / ' /) / I' ! 1 ,; _! 1 ! \,i',j I Ii f ,1/\/1 eIl'l, .! /:"i I /k'
--f-!--1W-Lf-7s~ BY/DA T~ ll~/ 1/0 I ,t~0~~~RlftD' J~~~lfG!~~bf+-~/-~~ &/IJ
~ I
CITY OF CAPE CANA VERAL
BUILDING PERMIT APPLICATION
City of Cape Canaveral Building Department 105 Polk Ave. Cape Canaveral, FL 32920
(321) 868-1222
Date: 11-21-()fJ Permit
(You may download this application: www.myflorida.cOll1/cape. You may fax to: (321) 868-1247.
Important: A checklist is provided on the back of this form. Complete the checklist and provide other documentation as
indicated on the checklist. A copy of contract may be required. Application packages will not be accepted unless complete.
CONTRACTOR WILL BE CALLED WHEN PERMIT IS READY.
(Contractor/Owner-Builder is required to sign for the building permit, unless indicated otherwise by affidavit. J.D. may be required)
Address ofJob Site: CJtJ(Jq fts1ronol1 f Bll/d. ~ Chno.t/trttl
Legal description ofpropert~ TWN: 2l.{-S RNG: 31e SEe: /5 SUBD: BLK:_LOT:_PB:_PG:_
Name of Property Owner: ftJrll/i€ ) ::LnY1"1- St.h'te S Property owner phone number: dig 3i.fS-O 311
Address of Property Owner: 2.15 J u. IA.' MtJ,-
Community Appearance Board approval date: Site Plan approval date:
.y Type of Permit Brief description of work:
Building
Electrical
Plumbing
Mechanical
Other
Type of Square Const. # of # of dwelling # of # of Total valuation of work
uilding Feet Type stories units bedrooms bathrooms
Commercial >---
SFR
Townhouse
Apartment
Condominium
Other
Architect/Engineer: Name of Qualifier:
Address:
State License No.: Phone (office):
. [)/5; I1/1tt; " l;Iame of Qualifi:r:
li,),l. L'A'.~. -T''''hr-.J n.~'."'-_- i
'-{'vvvLf.. rii!J it!! ....l.::Jlff'J'. .,;?~!!::)3 .
Phone (office): tf55-Q'l31 Phone (cell/pageL): Fax: if55-~i7:
lee i I Name of Qualifier:
'- 1/ (fU J-L
Phone (office): b ~ . Phone (cell/pageL):
t... . Name of Qualifier: Wtllt'aVYlIAL1It(iu..-'
AA"./f '.1L 'f/ /:,.~ J _2-7/)C1.~
I~IU i I II -(...? r .,/t:-'1./ ~
I State License No.: Phone (office). 455-Qf53C; Phone (cell/pageL): rax: 'f::::;'::r': .
I' Mechanical Contractor: Name of Qualifier:
Address: I
I State License No.: Phone (office): Phone (cell/pageL): Fax:
Specialty/OtherContractor:1f1 Dr. J '1(!... Name of Qualifier: Wi'llltlt'V\ ~J6I1Ju.lJ./ I
Address: 3105 N. (!{JOltOIlLLI 'j.(j;JU 'mHl/H'1~ 1a..r1JJ 3jLQ%1.) ,
State/Local License No.: {!ft2!:J5'713D Phone (office): tl:55-q~Phone (cell/pageL): Fax: 4155-6&''74
G:\B1dg.Dept.Fonns\ permit APPLlCA TION 10-6-04
3 (J
',j Building Pemdt Application Checklist (general requirements) I '.
Notes
!--
f-- Completed Permit Application Current code edition: FL Bldg. Code 200 I (as revised)
t-.
Current survey showing all proposed constl11ction Also show any existing structures, easements, utilities, etc.
Notarized signature - Owner/Builder Affidavit If owner is acting as contractor
Sewer Impact Fee receipt May be deferred until e.O. Unless job is remodeling --
County Impact Fee receipt May be deferred until e.O. --
Capital Expansion Impact Fee receipt Maybe deferred until C.O.
Sidewalk Impact Fee receipt If sidewalk exists on lot
Recorded Warranty Deed / Proof of Ownership
Copy of Recorded Notice of Commencement (over $2,500) Prior to first inspection (Over $5,000 for Mechanical)
Current Worker's Compo Policy / Exemption Record will be kept on file after initial submittal
Community Appearance Board Approval FOl'work visible from Public Right-Of-Way
Planning and Zoning Board Site Plan Approval For new construction of four units or more
Concurrency Forms For new construction not part of approved site plan
, Primary Contractor's State License Record will be kept on file after initial submittal
Subcontractor's Authorizations: I<ecord will be kept on file after initial submittal
State License Notify Building Department of contractor changes
Plumbing Contractor Plumbing Contractor
Electrical Contractor Electrical Contractor
Mechanical Contractor Mechanical Contractor
Roofing Contractor Roofing Contractor
Swimming Pool Contractor Swimming Pool Contractor
Gas Contractor Gas Contractor
Specialty/Other Contractor Specialty/Other Contractor
Construction Drawings: . Pet F:B.C.104 .
Two sets of sealed construction drawings (three sets if commercial) Per F.B.C. J04
Electrical Load Calculations
Electrical Riser All new services must be located underground
Plumbing Riser
A/C layout
Two sets of Energy Calculations
four sets of Fire Suppression/Sprinkler/Alarm Specifications Requires Fire Department review and approval
Lot Drainage Survey ....~-
Pool Barrier Requirement Form (signed) Pool permits will not be issued without barrier
Application is hereby made to obtain a permit to do the work and installations as indicated. 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
and laws regulating construction in this jurisdiction. By signing,. applicant affirms that ~ll a90ye is true and correcy _ ../
and that he/she is an authorized agent of the Contractor and the Owner and has thc ~%o ~ for thiS~j~.z
I~i Ii ill ~ A'. ~ ;~ /~ ~
Applicant's ~ame:. It I a YYl A6ll {i ~ ApplIcant's Signature: f ff ffj/~/. . . W ~l.---'^
Datc=-l~,jMembo' iLl, ZO05 Address: 3'705 N. &urt~nlLJ PIJv~ fvk(Yilf 19 3lo/53
For Notary use only: State of Florida, County of Brevard . lid I' , I {tVYl /i.J1Z {IA u...,
Sworn and subscribed before me this 02L day of _ AlUVuI1JtZ(" ,2o~5, by
1"1 Name of Applicant
rz1 who produced identification: or
L~..J is personally known to me.
NANCY J. KLEINMAN '11 /) *)// ~ i
. State of Florida , ,'. f' "'~ /.' 1 A~ .o"l.....A .L. .J
Seal: MIl t".nmm J:m. Oct. s.. 20M ,,/1.11 /1,,, , ." I '-/1 / V," n .en /I J
--. comm~ jllff47913!--- _~_Li.l1Ltr . '-.....c > c ~'-'
, Si . ature otary PI ic A t Large
G:\8idg.Dept.Formo\permit APPLICATION 10.6.04 This form may be duplicatcd.
From: 10/15/2005 02:13 #028 P.002/002
CITY OF CAPE CANAVERAL
AUTHORIZATION FORM
City of Cape Canaveral Building Department 105 Polk Ave. Cape Canaveral, FL 32920
(321) 868-1222
(You may download this authorization: www.myflorida,com/cape. You may fax to: (321) 868-1247.
Date: /1- 2/-() 5 Permit #: 3 8 0 9 '*
CONTRACTORS AND SUBCONTRACTORS - PLEASE HAVE YOUR SIGNATURE
NOTARIZED AND SUBMIT THIS FORM WITH THE PERMIT APPLICATION.
Company Name: --.ltJ I -:In t);'1& 'PrY c' Is, :In ~
,
I. Vt11' I II' aYVi tJCLL~ ~e- , here\Jyauthorize tJ t1nt~ Kw l'rl m k(1
(State License Holda's Name- PLEASE PRINT) (Authoriied l'ers011- PLEASE PRINT)
to obtain a pennit on my behalf under my state license as issued by the Depamnent of
Business and Professional Regulation, Construction Industry Licensing Board ._ (!pt6 51/3D . ,
(Stll.!e license Number)
for the job site described below.
* For blanket authorization, do not complete.
Type of Penn it * ~(+VJ~I1) ltln ~ SUl1es
Rlliloin17 Name of Property Owner
-- ...--- ~---{:;l
Plumbing
Electrical
Mechanical
Roofing
I S \vitr'..m.ing P 00 1
v
Specialty Structure
~~ ~
Other - SpecifY:
For Nota..ry use o:rJy: State of Florida, County ofBre'(ard, . 'i 'J' , _
~"'r""--n ""rl ~"h",,..ri'h,,,A'h,,,-f""'''Tnpth;~ 21 .J.,,,^f' r\J!\lf,~If1f1L,.1.1 ')(),,,C:: "" IAI, 1111'1"'111 \A Ii J)/; 11;1 ./
~ H ~H~ ~" ~~~~_H~~~ ~-~~.- ~~ ~~ .~ illiJ V~..J. :>1J.I v e . YI !( 'e (f , .<.V~ U J ~ li'i [I I [1.1 '--"-~ _
Name of Al'll1licant
@ who produced identification: __~~~~~~_ or - - --a----
13 personally known tome,
NMtCY "'10 m.. ''-1Il1l . iif.. ~ ,
Seal: ,.,~.:.m_ ---LWJl1VJy.. Q.1iJ.;1L/WA.iJ
CooiI.#D04m12 L si7JaC'ill-e. blotaryPtl'!:lliC At La.-ge
G:\Bldg.DeptForn'!.'i'Amhori'latio" Fc'rm Th.,"&ri"lll J11i:!y be clupuCI!l5:M.
f/ ~ L---_
BUILDING PERMIT FEES: '- CP~r ~Af;:}U'/- &.tlb,
,S 840
Building Permit per square footage:............................................................ -~---
--
._~~ ~--~-~--~----~--~------~--_.~-----~-~----_.~._-
Total Sq. Ft. (Living Area):
Total Sq. Ft. (Enclosed Area):
Building Permit based on valuation:......... .f- Z ~ ;?Cf?~.~................ . ~ 'Z-
, , , 1ttU' tP~
. -- " >13.e9 " -1.. =S-Z c> "'C..-
Total Sq. Ft. (Living Area): / Z '1 "Z ~ ;;;& . , __
I ' /O'70-L-
Total Sq. Ft. (Enclosed Area):
~ 'ld' P 't . II '
Ul lng erml ll1lsce aneous:........ .................. .......... .......... ........ ...... .........
Total Sq. Ft. (Living Area):
~otal Sq. Ft. (Enclosed Area):
:1 ectricaI. ~...................................... ...................................................................... 3o'Z-
'lumbing........................................................................................~................... . ~
1echanical........................................................................................... .,.............. --
uilding Permit Plan Check Fee. ............. ........ ..... ....... .................. ...... ....;...... 6-35--
ire Dept. Plan Check Fee....... ..... ............. ............ ................ ................... ........ 2S-
--~_. ....-- .-.---..-- __.__ ._ _"_h_. -.-.- _. _.-.._'_.._._._..~.._._..._....._~._.-._- ------------~---- --- -.- - --- ----- ------- --- "'-"-'-'-...-.- .........-..-. -.-- '-'.-."..---..-----... ""_.. _ ..._ ...o_..__._u.....__._. _~.._.
adon Trust Fund: sq. footage -------,
..................................
oncurrency Management Fee...................................... ............ ....................... ----....,
apital Expansion Fee................... ......... .................................... .......... .;............ ~
Total Building Permit Fees:...... /tt(!) L
EWER PERMIT FEES:
Sewer Impact Fee............. ............................ ...... .......... ............ ................ ------
'"'-
Sewer Tap Fee.........................;............ ................. .......... :.........................
Total Se'wer Permit Fees............. r)
~...lUy~ <-----
.. \> flr12. : I rj 3LP It:JS
J ~
.
COMMERCIAL SWIMMING POOL PLAN REVIEW CHECKLIST
For pools serving five or more residential units
/. Bathing load computed and noted.
V'4~1.1
[424.1.2 Tile used under 5' depth must be slip-resistant.
~2.2.2 Pool walls must be a minimum of 15' away from each other.
~.2.3.1 Floor slope.
~:2.2.3.2 Tr.~sition point of slope.
~:1.2.2.3.3 MInImUm depths.
Z;: 1.2.3 .1. Depth marking required.
~4: 1.2.4. . Floor color shall be white or light pastel (unless special tile marking is in place)
I 24.1.2.5. Means of pool access every 751f. Min. of two points of entry so as to serve both ends of
pool. (If deep end of pool exceeds 30' wide, 2 points of access are required at the deep
/ end.)
tAl-2.4.1.2.5.1 Ladders shall be cross-braced.
~.4.1.2.5.2 Stair tread dimensions.
1~1.2.5.5 Handrail locations.
t 24~L.-3-..1~J----Deck~width-isLmin.
424.1.3.1.4 Hose bibb required. for deck.
tA24.1.3.1.7 Food or drink service facilities 12' min. away from edge of pool.
~1.4.2.1 Underwater lighting min. ~ watts/s.f of pool surface area.
~4.1.4.2.3. Max. 15V lighting system,
j :z.1.4.2.3 Max. 300W bulb, not less than 18" below surface.
t 24.1.4.2.4 Overhead wiring at least 10' from edge.
&424.1.5 Enclosed equipment area.
l~4:1.5.4 Equipment room ventilation.
'Z.1.S.9 Hose bibb required in equipment room.
/; 24.1.6.1 Sanitary facilities within 200' of pool edge.
/'
1>'424.1.6.1.1 Required sanitary fixtures.
424.1.6.1.2 Outside access to facilites (signage if not visible from pool)
v:(24.1.6.1.3 Restroom floor specs and floor drains required.
V424.1. 6.1.4 Hose bibb required near restrooms.
v~.1.6.2 A rinse shower is required within 20' of edge of pool.
[/424.1.6.5.2 Four turnovers of pool volume per day.
V4;24:1.6.5.3.2.5Waterline tile min. 6" high if skimmer is used.
V42A.1.6.5.9 Inlet spacing.
t.<4~24.1.6.5.102 Main drain requires grate.
/'
l/4+4.1.6.5.10.3 Hydrostatic relief valve required.
~11A4.1.6.5.11 Water makeup control required.
!/ AC 64E-9 Dept. of Health approval or exemption required.
Notes: Pools which serve a condominium may obtain an exemption if they serve less than 32 units.
D. O.H. approval is required for:
. Pools which serve five or more apartments,
.. Pools which serve five or more condominiums which lease for less than 30 days, and
. Pools which serve five or more townhouses.
. Helpful forms are available on-line at:
htto:/Iwww. doh. state. fl. usIenvironmentlwater/swim/download.html (see below)
D. O.R. contact:
Mr. Bob Foster, P.E.
Regional Engineer
400 W. Robinson St Suite S-532
Orlando, FL 32801
(407) 317-7172
...... . l!H~tsl(!H .Of 8502454250: askeh@doh.state.fI.us
.y,): ..... ... ." .. . -;.~~ .. .,.". Environmental Health Read Our Sitemap : Send Feedback
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.Bureau of Water Proqrams > Swimminq Pools and Bathinq Places
Download Files
You can download _ rules by clicking on the title. This file is in pdf format. If you cannot
read pdf files, you can download Adobe Acrobat Reader, at no charge, from the Adobe
Internet site at htto:/Iwww.adobe.coml
These forms are available for download in a "fill-in" rich text format (rtf). If you are not familiar with problems
that may arise using this type of form, please download the read me file. We have also made them available in
pdf format.
DH form 914 (rtf)!tr*, DH form 914 (pdf)!tr*, Application for Approval of Swimming Pool Plans
DH form 916 (rtf)ntr*, DH form 916 (pdf)ntr* Application for Swimming Pool Operating Permit
DH form 917 (rtf)BT*, DH form 917 (pdf)lfr* Application for a Public Bathing Place Operating Permit/Authorization
* Special instructions for forms 914-917: After printing, please photocopy page 2 onto the backside of page 1, creating a
2-sided sheet, before signing. This allows the signature to remain on the same sheet as the information being certified.
DH form 920 (pdf)!tr Public Pool and Bathing Place Inspection Report (not available in rtf)
DH form 921 (rtnST , DH form 921 (pdf)!i? Monthly Swimming Pool Report
DH form 1350 (rtf)!tr, DH form 1350 (pdf)!tr Public Swimming Pool Engineering Inspection Report
DH form 1704 (rtf)ST, DH form 1704 (pdf)~ Application for Swimming Pool Exempt Status >32 Units
DH form 4063 (rtf)rE= , DH form 4063 (pdf)dT Application for Annual Renewal or Reissuance of Public Swimming
Pool/Bathing Place Operating Permit
DH form 4065 (rtf)ttr , DH form 40B!) (pdQ!tr Application for Swimming Pool Exempt Status 32 Units or Less
DH form 4080 (rtf)S;: , DH form 4080 (pdf)S;: Application for Variance from Chapter 64E-9, FAC., Swimming Pools and
Bathing Places
Apply for a License
Permits forJ?ublic swimming pools are issued by the department's County Health Departments. Complete a permit
application.. form and submit it along with the required permit fee to the health department in your county. Permit fees
are based on the capacity of the pool - the health department can help you determine the correct fee for your pool.
Rules for public swimming pools are contained in Chapter 64E-9 FAC.(pdf)!tr (Microsoft Word versionltr)
Final version of 64E-9. FAC to be filed with the Bureau of Administrative Code in May, '04rfii. (Microsoft Word versiomf)
If you have any general questions about permits for public swimming pools, contact Bob Pryor at the Bureau afWater,
HSEW, 4052 Capital Circle SE, BIN A08, Tallahassee, Florida, 32399-1710, (850) 245-4240 x- 2369.
Back To Top
http://www.doh.state.fl.uslenvironmentlwaterlswimldownload.html
FLORIDA DEPARTivffiNT OF
Jeb Bush HEALT M. Rony Franyois, M.D., M.S.P.H., Ph.D.
Governor Secretary
November 18, 2005
Brevard County
Country Inn and Suites
Swimming, Spa and Wading Pools
9009 Astronaut Blvd., Cape Canaveral
Mr. Parker K. Mynchenberg, P.E.
1729 Ridgewood Avenue
Holly Hill, FL 32117
Dear Mr. Mynchenberg:
Effective November 18, 2005, the plans for the above referenced pools are approved under
Serial Numbers SP-18443 (swimming pool), SP-18444 (spa pool), and SP-18445 (wading pool),
subject to the following provisos:
All Pools
1. There shall be no provision for food or drink serving facilities within 12 feet of
the pool water's edge.
2. Gates shall open outward away from the swimming pool.
Spa Pool
1. There shall be at least 7 feet of overhead clearance from the spa bench seat to
any overhead obstruction associated with the waterfall feature.
2. If the spa has an emergency cut-off switch, provide a minimum 80 decibel alarm
and signage warning patrons to not use the spa while the alarm is on.
3. The 1-1/2 inch recirculation return line returning to the spa, as shown on Sheet 2,
shall be enlarged to at least 2-inch diameter.
Wadinq Pool
1. Handrail sflaii extend at least 28 inches above the deck.
2. Wading pool shall have provision for vacuuming through the skimmer or a
portable vacuum system.
The review of the engineering features of this application has been conducted by me or under
my responsible supervision, and I certify that those engineering features satisfy the applicable
requirements of Chapter 514, Florida Statutes, and Chapter 64E-9, Florida Administrative
Code.
The application indicates that you have contracted to monitor the pool construction to ensure
compliance with the approved documents. Upon completion, your certification along with that
of the pool contractor, electrical contractor or inspector, and pool owner, will be necessary for
--
Environmental Engineering, Bureau of Water Programs
400 W. Robinson Street, Suite S-532.. Orlando, FL 32801-1752.;0 (407) 317-7172
Mr. Parker K. Mynchenberg, P.E.
November 18, 2005
Page 2
Reference: Country Inn and Suites, Cape Canaveral
application for an operating permit. Four fully executed copies of DH Form 916 are to be sub-
mitted to this office along with the required $150.00 fee (made payable to the Dept. of Health)
for final inspection. The applicant is advised that unauthorized operation and use of the pool
without a valid State operatinq permit is a violation of Chapter 514, Florida Statutes, and
Chapter 64E-9 of the Florida Administrative Code, and may subiect the owner to appropriate
leqal action.
Approval is given to this project on the basis of information furnished to the department. There
may be county, municipal, or other local regulations or restrictions to be complied with by you
and we recommend that appropriate local agencies be consulted before starting construction.
Upon receipt of the approved materials, one set shall be forwarded to the owner, and one set
shall be forwarded to the contractor for keeping on the construction site. Thank you for your
cooperation.
Sincerely,
12Jd .J~
Robert F. Foster, P.E. ) t-" ;,r;-Cl[:
Regional Engineer
RFF/ce
cc: Brevard County Env. Health
NOTICE OF COMMENCEMENT
=-------= Aon'dtL
STATE OF
COUNTY OF f3reVt1 ((~_
THE UNDERSIGNED hereby gives notice that improvement will be rp.ade to certain real property, and in accordance with Chapter
713, Florida Statutes, the following information is provided in this Not\.ce of Commencement.
1. Description o!foroperty: (legal description of property, and street address if available) A I~ +1 t? rt o~
a;e+10f\ 1 ~Wfl'>,hip Z-'f$, ~"1 ~ '3'1 IE Q009 Asironaul- Blvd '/ fd1antl.ve~', R-
::;88 X~ I b t- )... 4 . "
2. General escription oLmprovement: (!..oYl5tru~tJ 0(/ Df .suJl mrnjl'1~ V{)fJ 1
3. Owner information: 8 :1D 215 Ai. &at(tA, I /4vt. DulitH1. HAl 55<60'7
a. Name and address: _ '()(tvi eLJ n 4Svd-es
f
Kut t DI il/e-t' lMaf1t4JI/)~ ~~mtoH) b. Interest in property: O/JJ t1Lr'
c. Name and address of fee simple titleholder (if other than owner):
4. Contractor: (name and address)1lLL:I:n Orw..... 'P6ol'S. ~ 37D5 N. ~1J(refI1t1 fKuJy; /vi i-
f
a. Phone number: 455-1753q
5. Surety: a. Name and address:
b. Phone number: c. Amount of bond $
6. Lender: (name and address):
a. Phone number:
7. Persons with the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(l)(a)7, Florida Statutes:
(name and address):
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section
713. 13 (l)(b), Florida Statutes: (name and address)
9. Expiration date of notice of commencement (the expiration date is one (1) year from the date of recording unless a different
date is specified) ~ '. .
'~-~" I 7lJA ~1 ; C..-
This Space for CIeri<' s Use Only /,OJ' I/if:'-P-J '-.L..? T '-
--~_..~--/; ~ .
C-IfJ:(t3/t -~ '--.,<-., J1w~~'vlf )t{v~17~
(signature of owner) t
Sworn to and subscribed befpre me ._, 2IJo5
CFN 2005413717 11-21-200510:08 am this /$ day of ,NL)vtrnhd
JR Book/Page: 5567 I 6649 ,
III fWflhj C). K/Lul/mMJ
Scott Ellis
L/ () 'NOTARY PUBLIC .' .
Clerk Of Courts, Brevard County
#Pgs: 2 #Names: 2
Trust: 1.50 Rec: 17-00 Sarli': 0.00 _ .. ~H'l J!O" ll!..l!,-R.'l" " g R,-''' IP""'I....MA..II
~ A .,'}"l~""" ..',I'\.LCU'\l KI!'!
....---'. 0.00 ':xcise: 0.00 f \1:",. ",,218_01 Florida
Mtg: 0.00 in! Tax: 0_00 ' I;,; 0GiTi;rL txb. Oct. 5, 2000
~ - Gomm.:# D479132
I
~" J"-'''.
' , d'
I !
- '='1i
HIB!'!' A
. .. .~. -~-~ - . ~. . &"'l'" .~
A por~1on O! Section 15, Township 2 South., R.angel J1 Eas\:, tba CitY' of Ca.pe
Canaw~a1., ;$r~valC'd COWley, Plo:ri~ll:\_ ltlQJ:"e particularly dell'leriboo as fol1oW$~
Begin at the ~nt~rsect1on of the No th l~n~ of the South 3J16.80 fe~ of S~id See~ion
;&5 ~tid: the W€lost .Right~Of-WSlY line 0 S~ate Road ~A, ~ ~OO.OO fOOt Ri~ht-of-~Y1
th~nae Nor~h 69 desree~ ~7'20w. W~3t alQng said North lin~r fo~ a distauee ~f G2~,OO
f@@t; thence South 00 deg~aes 32'40 West for.a ~1stanGe O~ 400.00 feet to a po1n~ on
th. Noreh line of che South ~~l'.SO feet of said Secti~ IS; thence South 69 degr~~s
27'2011 .Best, a.long said Nortb :U.ne or a distance of 936,59 feet to a PQin~ on s~id
We~~ Ri9ht~Of@Way line; thence KQr~ 37 degree~ 22'24$ W~~t, along 8aid west
Righ~.of~W~y line for ~ distance of 50'.O~ feet to th~ Po!n~ of Beginning.
,
,
"l:J \t~J_'Y n.,n , ""'D> ro..........'.,. _._
I~ For Departin.n! Us. On~
lIE A T i . Amount Fee Received $ Date_
~ Check No: From _
SP#. ____
MF# . _ _ I
,~
STATE OF FLORIDA
DEPARTMENT OF HEALTH
APPLICATION FOR APPROVAL OF SWIMMING POOL PLANS
This form is to be completed and submitted with plans and specifications in six copies along with the appropriate fee.
New Constructlon~ Revision D-- Modification D--
1. Name of Project (tl) rn tit-! PtfP S)~ SY)lrMMIri6J PooL.
Address of Pool OO'l .. t. flST~rJ,b.\JT Be City \}fE (}aI'Ij).~unty &~'4>~
2. Name of Owner fCN1~ COutITl9' It'ltJ SO rtff7 l..LV Phone Number ;llfJ (o1JJ 1.100
Mailing Address .1lc; rJ. certrtt~ /)'Vf;. City VvWfrl State t1N Zip 17?~'
3. Pool Type: Conventlona~ Spa D_Wading D_Special Purpose O_Water Recreation AttractionD_
Indoor 0 Outdoorl{ Transient~ Non-transientn
4. No. of Units s.rved:I242....No. of stori.. ~"'nce of Far1hest Unit from Pool: 1m' E1evator. Ye~NoO_
5 Number of Senitary F_.: ~::.I. r-~ ~. I l.Qv.t;"" I Oressina Rooms ~?.:~~
8. Method of Waste Water Disposal: THRU 4" AIR GAP AND THEN TO APPROVED WASTE
7. Pool Volume in Gallons: 4~/ooo Bathing Load:, ,2 Water Source: qry OF CbfE eprlA~
a. Dimensions: Width'!,o(2t~Length:71.qO'Area: \'1ot1 perimeter:l0~.t; 'Depth: Max. 17' Min."'" Shap.~
9. Type Construction Material: Shell SHOTCRETE Finish QUARTZ Color WHITE
10. Equipment Make and Model: H
(A) Recirculation Pump: 51l> Fire 'PfoE,CQ 1... Flow 1177 GPM At 50 TDH ~ HP _
(B) Filter: COM ~ f. 20. Area 80 Sq. Ft. Flow Capacity 1(00
(C) Disinfection Equipment: S~~ 4Xj(YI1j Capacity ; To ~ ~GPD or 0 l
(0) pH Adjustment Feeder: ~~ 4t1 m2 Capacity ~ 10 I D (GPO)
(E) Test Kit: TAYLOR 2005
.....
~
OH 914, 3/98 (Obsoletes Sep 90 edition)
The design engineer certifies to the preparation of the These plans, specifications and related documents are
engineering documents and agrees to furnish certified approved and accepted by the owner/owner's representative.
operating permit applications upon completion of the project
and is authorized to represent the applicant in the engineering
features including mon!torin of construction.
SEP 0 2 2005 ~
,,_,_ Date
(~ ~. . , r ~ Date._2:2t2 .6~__._
Signature nd seal: Engir.eer registered under Florida Statutes Signature: Owner/Owner's Representative f I
Typed Name and Florida registration number Typed Name and Title of ,A,bove
PARKER MYNCHENBERG. P.E. #32645 Pot+V jew___CDUJ::l:klL-~h_.n-,,):;LhcLdS:uin:5'
~;;..J"- ;:t./clo
Phone Number. (904) 677-6891 Phone Number: Ql$J ':211 _ . 21 ,2lJ..__ ._.....__....._.
Address: 1729 RIDGEWOOD AVENUE Address: l-.-tt5 AJ~ t:1! hire:;' ./ Ave
Street Str~t ,
HOLLY HILL FL 32117 DGt/a+-A . Mt\! ;; 5f?o 7
City State Zip City State Zip
These plans for the proposed construction cited in the foregoing application are hereby approved under authority of Chapters 381
and 514, Florida Statutes, with the following proviso(s):
1. There sn811 be flO pro'v'jsiofl for food 01 dl i"k 581 vi"\:J rck,ililit:::::. vvilllill 12 ft:::d ur lilt:::
pool water's edge.
2. Gates shall open outward away from the swimming pool.
Construction on this project shall be commenced within one year from the date of approval of this application otherwise six (6)
months approval extension shall be obtained from the Department prior to commencing construction.
This approval is for the functional aspects of this project and is based on the information and data supplied by the applicant or his
agent. There may be other local permits, requirements or regulations that must be met prior to the construction of this facility.
Only those applications, plans and specifications that have been stamped with the Department's approval number are inciuded in this
approval. Any changes to these applications, plans or specifications may render this approval null and void.
DEPARTMENT OF HEALTH
Approval Stamp and Date GTATE Or: FLORIt}\ By 1?~ll j~
Dept. of Health EngIneer
APPROVED
i!
ii Print Name
18443
sp.
7
For Department Use Only:
Amount Fee Received $ Oate_
Check No: From
SP#.
MF#.
STATE OF FLORIDA
DEPARTMENT OF HEALTH
APPLICATION FOR APPROVAL OF SWIMMING POOL PLANS
This form is to be completed and submitted with plans and specifications in six copies along with the appropriate fee.
New Construction~ Revision D- Modification D-
1. Name of Project ~ ~ltJN p 9l~ ~POOL
Address of Pool '\000\ ~..(. P7T~AUT City(JfE (pr1p.~unty &~V/>~
2. Name of Owner I9Vltw t'lTFtltltJ s() rtff7 u..v Phone Number ;It!1 (oW 1..100
Mailing Address .11'1 rJ. CeJlfltp.t, ~ve.. City WWTtt State M'" Zip ~!X>.
3. Pool Type: Conventional D_Spa 1ll-wading D_Special Purpose 0 Water Recreation AttractionD_
Indoor 0 Outdoor){ Transient"&. , Non-transientO
4. No. of Units served:1Z4_No. of - ~llIstanco 01 F_ Un. from Pool:?fJJ' EIovatcr. Ye~NoO...
5. Number of Sanilllty Facilities: rn U~_ ~ ories I Dressina Rooms 1==
M:.le 3> Distance From
F male I; Pool: ~_
8. Method of Waste Water Disposal: THRU 4" AIR GAP AND THEN TO APPROVED WASTE
7. Pool Volume in Gallons: ~/ 22 (b Bathing load:. 12 Water Source: ~trf Of CbfE C,brIA~
8. Dimensions: Width~~ength: It;.7? Area:J1*perimeter: 4~.'1?DePth: Max. 4\" Min. 40" sha~
1\<1 .
9. Type Construction Material: Shell SHOTCRETE . Finish QUARTZ Color WHITE
10. Equipment Make and Model: . .
(A) Recirculation Pump: Slb \<rr€ r~(,<Obl., Flow ~()_ GPM At 50 TDH 1 HP _
(B) Filter: t\b"ivJ~ <: ?O2'? . Area 300 Sq. Ft. Flow Capacity .JJ'1..tj
(C) Disinfection EQu;pment:2lefJ rJe.Jt 4t7 M11 Capacity 'J To ~ XGPD or 0 '
(D) pH Adjustment Feeder: S~~ 4t1 M'2. Capacity 2. To lO (GPO;
(E) Test Kit: TAYLOR 2005
OH 914, 3/98 (Obsoletes Sep 90 edition)
The design engineer certifies to the preparation of the These plans, specifications and related documents are
engineering documents and agrees to fumish certified approved and accepted by the owner/owner's representative.
operating permit applications upon completion of the project
and is authorized to represent the applicant in the engineering
features including monitoring of construction.
./ SEP 0 2 2005 (~
Date
Signatur nd sEal: Engineer registered under Florida Statutes
Typed Name and Flolida registration number Typed Name and Title of )e.,bove
PARKER MYNCHENBERG. P.E. #32645 :)0" rv ~JA.L_ " CFt.lilb~jL.~hA-.r:,~hcL >U,J rc'(
'8' Itcb c9-7$'
Phone Number: (904) 677-6891 Phone Number: Ql$J ,',;lf3 _. 2.!. ;ZH~', " __"
Address: 1729 RIDGEWOOD AVENUE Address: ~t 6' A/~ r:e hf-ri1 I Ave'
Street Str~t
HOllY Hill Fl 32117 Oa la-I-A . M4L ;; 5/io 7
City State Zip City State Zip
These plans for the proposed construction cited in the foregoing application are hereby approved under authority of Chapters 381
and 514, Florida Statutes, with the following proviso(s):
1. Thele 511011 be 110 plOvisiol1 fOI food VI Jlill~ :;elvill!:j raGili[ie:; Witllill 12 fed ur [he puul wate":; euge.
2. Gates shall open outward away from the swimming pool.
3. There shall be at least 7 feet of overhead clearance from the spa bench seat to any overhead
uL::.li udiulI a:;:;uGia[eu willi 1I1e watel rail feature.
4. If the spa has an emergency cut-off switch, provide 8 minimllm RO eler.ihel ::J1::Jrm ::Jnel c:;ion::Joe w::Jrnino
patrons to not use the spa while the alarm is on.
5. The 1-1 i2 im;h recirculation return line returning to the spa, as shown on ::iheet 2, Shall be
enlarged to 8t le8c:;t ?-inr.h eli::Jmptpr
Construction on this project shall be commenced within one year from the date of approval of this application otherwise six (6)
months approval extension shall be obtained from the Department prior to commencing construction.
This approval is for the functional aspects of this project and is based on the information and data supplied by the applicant or his
agent There may be other local permits, requirements or regulations that must be met prior to the construction of this facility.
Only those applications, plans and specifications that have been stamped with the Departmenfs approval number are inciuded in this
approval. Any changes to these applications, plans or specifications may render this approval null and void.
DEPARTMENT OF HEALTH
Approval Stamp and 8y'l(LJj;~J
DOH Engineer
i! 0 4 ,; Print Name
J.. (J . ':t
\~ For Department Use Only:
Amount Fee Received S.__ Date_
Check No: _From ___
SP#.
MF#. ""'-
].
STATE OF FLORIDA
DEPARTMENT OF HEALTH
APPLICATION FOR APPROVAL OF SWIMMING POOL PLANS
1. Name of Projed
Address of Pool
2.
3. Pool Type: Conventional D_Spa O_Wading~Special Purpose O_Water Recreation AttractionO_
Indoor 0 Outdoor"p{ Transient~ , .... Non-transie~
4. No. of Units served:.124-No. of Stories ..LDistanee of Farthest Unit from Pool: '1.00 Elevator: Ye~NOO_
5. Number of Sanitary Facilities: !latt ~ r I Lav~ ~~'I== .
r; Dlsta~"
Female Pool: _
8. Method of Waste Water 01"",.81: THRU.. AIR GM> AND THEJ!I i;PPROVED WASTE ~
7. Pool Volume in Gallo s: B~ Load:. It.. _ Soun:e:CTff ~
8. Dimensions: Wid . ength: 11.1'1 Area1!li Perimeter: (01.2. Depth: Max. 12" Min. ttl' Sh~
9. Type Construction Material: Shell SHOTCRETE Finish QUARTZ Color WHITE
10. Equipment Make and Model: (It>
(A)Reci~on~!tla\ll., Row/) ~ GPMAt ~ JA_HP_
(8) Filter: 7P Area _l-OO_sq. Ft. Flow Capacity _ 1'1
(c)OI'inf_Equipment~~i7~2: Capacdy 1-~o nGPDorO,
(0) pH Adjustment Feeder: 7 wr Capacity 2 -LO (GPO]
(E) Test Kit: TAYLOR 2005
OH 914. 3/98 (Obsoletes Sep 90 edition)
The design engineEtf certifies to the preparation of the These plans, specifications and related documents are
engineering documents and agrees to fumish certified approved and accepted by the owner/owner's representative.
operating permit applications upon completion of the project
and is authorized to represent the applicant in the engineering
fealures incl!ldlng mon7 ccnslruclion. ~
SEP 0 2 2005
//:- '/. I) i ..' P AU '.C-
Date (_ v"..' . => Date__~~~_~ u.... ......
Signature a seal: Engineer registered under Florida Statutes - Signature: Owner/Owner's Representative ! I
Typed Name and Florida registration number Typed Name and Title of ,A,bove
PARKER MYNCHENBERG. P.E. #32645
Phone Number: (904) 677-6891
Address: 1729 RIDGEWOODAVENUE Address: Alt; A/v f:.!>I 4- I Ave
!.-.n,;-!"(),
Street Str~t ,
HOLLY HILL FL 32117 O~t/a+A MAl ;;5~O7
City State Zip City State . Zip
These plans for the proposed construction cited in the foregoing application are hereby approved under authority of Chapters 381
and 514, Florida Statutes, with the following proviso(s):
1. There 511all be 110 pi ovisioll fol food 01 JI ill~ ::;t;;1 VillY fa\,;ilitit;;:; willlill 12 feel or 1I1e fJool walel '::; edge.
2. Gates shall open outward away from the swimming pool.
3. Handrail shall extend at least 28 inches above the deck.
4. 'v'v'dJillY fJuul :;llallllavt;; f.Jluvi::;iull rOI Va\,;UUlllillg ttlrough the skimmer or a portable vacuum system.
Construction on this project shall be commenced within one year from the date of approval of this application otherwise six (6)
months approval extension shall be obtained from the Department prior to commencing construction.
This approval is for the functional aspects of this project and is based on the information and data supplied by the applicant or his
agent. There may be other local permits, requirements or regulations that must be met prior to the construction of this facility.
Only those applications, plans and specifications that have been stamped with the Department's approval number are included in this
approval. Any changes to these applications, plans or specifications may render this approval null and void.
DEPARTMENT OF HEALTH
Approval Stamp and By 1M./. i 4: ~~
..... w DO~ Engineer
Print Name
City of Cape Canaveral Inter-office Transmittal
To: Johnny Cunningham/ Shannon McNally
From: Bob Haley, Building Inspector/Plans Examiner
Re: Country Inn and Suites, Pools and spas
We Transmit:
[8] herewith o In accordance with your request
THE FOllOWING:
[8] Plans o Specifications Shop Drawings
o Prints o Copy of letter o Information
o Other
These are transmitted for:
o Permit Issue o Record o Information
o Approval D Use o Distribution
~ Review & Comment
Copies Date Descriotion
Two 11/21/05 Pool and spa details
I I I I
Remarks: ~ II
/ I II /1
I. ( /"... ,,1/
Copies to: File By: ft/ k)1J.ftZ( (k~
Bob Haley /'
Received by: Date:
nuu/ UL/Luuu/n~v UJ,UI nm I1LL 11 ~ 1..11 ~J:.. 1 ....".JL\-' fKA IH, JLI'tTJUUIL [, UU 1
"- II,
~
~ ~it~,! ,': ~
, '\~~::~"h ~
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AllinOnePools
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08/Elr12006 J.2:53 q~73177328 ENV HEALTH PAGE 01
t PLORIDWW>-TMENrOF
---~
HEAL TI ,
Jeb Bush M. Rouy Franyois, M.D., M.S.P.R, Ph.D.
GoV~tnor Secr~~
~ -
INITIAL OPERATING PERMIT
:
August 1, Z006
Country Inn and Suites
9009 Astronaut Blvd.. (1\1A)
Cape Canaveral, ~L 32920-460Z
Dear Sir or Madam:
--
Permit Number: 5-1018-06
-~ -
Pool Name; Country Inn and Suite~ Swimming Pool --
~.
Location: 9009 Astronaut Blvd. (A1A), Cape Canaveral
~
County: Br@vard
Serial No.: SP-18443 Bathing Load: 31 Gallons: 48,000
Stela or FI- SPPflJV81 numbaf, for mf9rence
Flow Rate (GPM): 155 Pump Size (HP): 3 Filter Area (FTlI): 80
D~ar Sir or Madam:
This letter is authorizatioh from the StatE;} t;lf Florida Department of Health to operate the ~bove
refe~t;lnc8d pool for a period of 30 days from the date of this letter. During this time you must
contact the local county environmental health department (633-2100) and obtain an annual
operating permIt for continued operation of this pool.
Operation of this pool j.;:l subject to the following condition(s):
)> Daylight us~, only.
';:,. No diving.
r
}> Chemical f~~d settings, tube size and dilutions shall be tweaked to
maintain chlorine 1~10 ppm and pH 7.2-7.8.
A copy of this operating permit must be posted in a conspiCl'OU$ place [by the equipment] per
FloridOl. ~tatutes 514.031.
ANY MQDIFICATIQN TO TI1lli POOL OR F..OOLEQUIPMENIMU3~T HAVE PRIOR
APPROVAL FROM THE 9.EPARTMENT QF fiEALTH.
. /
c;c: srev~rd County Env!ronri\l;mtal Health Department
----------_---.-.~-~---.. - --------.-.-..-..---.--...-------
Envjronmental Etlgineering, 8ureau ofWat"'f Programs
400 W. Robinso(} St, S\\ite S-532 ~ Orlando, FL 37.801- )752 .. (407) 217- 7ln
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r, UUJ
581 Ell /2006 12;53 41373177328 ENV HEAL.TH
PAGE 02
~P~m-rr@
."",- ..~---"....--....-
Jeb Bush IIEi\L T . M, ROllY Frall~oi~1 M.D., M.S.PR, Ph.D.
.,........,. ~.
Govemor Sfl~retary
...---""""'---""""1- -. - ~
INITIAL OPERATING PERMiT
August 1, 2006
Country Inn and Suites
9009 Astronaut Blvd. (A 1 A)
Cape Canaveral, FL 32920~4602
Dear Sir or Madam:
-...........-
~
Bathing Load: 12 Gallons: 2,250
100 Pump Size {HP): 2 ._ Filter Area FT1: 325
Dear Sir Qr Madam:
This letter is authorJz;ation from the State of Florida, Department of Health to operate the above
referenced pool for a period of 30 days from the date of this letter. During thls time you must
contact the local county environmental health department (633~2100) ~nd obtain an ann\1~1
opera.tlng permit for continued operation of this pool.
Operation of thi.s pool is subject to the following condition(s):
)- Daylight use only.
A c:opy of this operating pormit must be posted in a confjpicuQu~ pl~CC;l [by the ~JqLlipmE!ntl per
Floricla StatutE!s 514.031.
ANY MODIFICATIQN TQ_ THIS POOL OR POOL f;QUH:1MfNT MUST HAVE PRIOH
f\ETROVAL FROM TtlE OEPhRTMENT OF HEA\:.lli
Sineepaly, . 4-0 _
~L1>~ ~-
M, M6A~~~Yasin,!h.D., P.E
Region",' E;:ligln~
cc: Brev<;lrd County Environm~nti;:ll Ht':/altll Depclltment
.-----. Environmental Engjne~d{\g, BUfl2i.\U of Wa~cr P~~ogram;--"---~~"-'---~-
400 W. ((.objn:;9n ~t, SI..'.ite 5~532 . Qrlando, flJ 32.801-1752" (407) 317-1"172
l.V\4f UL.f L.UUUf 11.IJ.1.J U";...JL. lH\'l. liLLI .L I 1 '-'I 1.1J .L V'-'LI......' 1'11" nV...JL.l't.J.JVV/L. I. uu't
08/81/2886 12:53 4073177328 ENV HEALTH PAGE f.l3
Pl-ORIDAD~ 01'
--- -
Jeb Bush HEAL TI M. Rony Frauyois, M.D., M.S.P.H.. Ph.D.
Qovernor Secretary
-.. ....... -.....-....
INITIAL OPERATING PERMIT
August 1. 2006
c;::ountry Inn and Suites
9009 Astronaut Blvd. (A1A)
Cape Canaveral, FL 32920-4602
DE!ar Sir or Madam:
.-
Permit Number: 5-1020-06 .
Pool Name: Country Inn and Suites Wading Pool ~
LocaJlcn; 9009 Astronavt Blvd. (A1A). Cape Canaveral
County: Brevard
Serial No.: SP~18.d45 Bathing Loacl: 12 Gallons: 1,500
Sfate of FL I'lDPfO\ffiJf num.b~r. for ""r",rgnce
Flow Rate fGPM): sq Pump Size f~~P): 3/4 Filter Area (n"): 200
Dear Sir or Madam:
This letter i.s authorization fl'om thG State of Florida Department of Health to operate the above
referenced pool for a period of 30 days from the dat~ of this letter. During this time you must
contact the locaJ r;;:oLJnty environment~1 health depa.rtment (633-2100) and obtain an annual
opef'~tjng permit for continue.d operation of this pool.
Operation of thl~ pool is subjeot to the following conditione!>):
~ Daylight use only,
A copy of this operating permit must be pO$ted in a I;onspicuous place [by the equipment] per
Florida Statu~ee 514.031.
At:!Y MODIFICATION TO THIS POOL O.BPOOL EQUIPMEl'lJ MUST ,HAVE Pf~JOR
APPROVAL FRQM.. THE DEPARTMENT OF HE6L.TH.
SinC:H fIk=
,..-"'l ,.--/ .______<^
/ ' -..---=---
~
M. M~Ph.D" P.E.
RegionQI Enginl;?er
co: Brevard Cownty Environmental Health Department
~----.-, -
Bnvi"omn~ntal Engineering, Bureau ofWator Progrnl):lS
.100 W. Robinson Sr., S\.l~te S-5n .. Orlando, fL n80 1" 1752 · (407) 317-7172
13'-1 5/16" -183/8"
A 5 1/4"-1 --1-1 1/2"
3M #VT1913 RED NOTE: 1-1/2"
I ALL GRAPHICS TO BE
FLOWER SEP ARA TION TO BE FIRST SURFACE DECOR A TED.
OPAQUE VINYL VT-1914-GREEN r
10 .125" THK. #7328
""- 3M #VT1912 AQUA
t<) WHITE ACRYLIC FACES
0 - .125" THK. #7328 10
'I ""-
// WHITE ACf~YLlC FACES t<)
N 0
to .ALL RACEWAYS TO BE
PAINTED TO I~A TCH I
BUILDING COLOR
<Xl ~
I
10 ~
DIAMOND COLOR TO BE '"'
3M #VT1913 RED
A TTACHMENT ANGLE TO
BE PAINTED TO MATCH
BUILDING COLOR
fit'
.125" THK. #7328
WHITE ACRYLIC FACES
"' ,
I N
';- ::::- ~
to "' 3M #VT1914 OPAQUE
GREEN BACKGROUND N
::::-
to
CONSTRUCTION NOTES I1':I.5lALLAIlI21iJill!ES. ~m= 4()'73
1. NEON SPECIFICATIONS, 1. MANUFACTURER TO PROVIDE POUNCE PATTERN 1. CONTRACTOR SHALL VERIFY ALL SITE
15 MM EGL CL DESIGNER 71 WHITE NEON 2. INSTALLER TO DRILL HOLES THRU WALL, CONDITIONS AND DIMENSIONS.
2. WITH K-4 GAS FILLING (OR EQUAL) INSTALL CONDUITS AND WIRES ON BACK OF 2. EXISTING WAl.L CONSTRUCTION TYPE TYPICAL SIDE SE~JION
RETURN TO BACK ATTACHMENT, EACH LETTER 10 PASS THRU WALl. MUST BE DETERMINED AT THE ACTUAL
STAPLED, WELDED OR RIVETED, 3. ELECTRICIAN TO INSTALL JUNC1lON BOXES PROPOSED LOCATION OF THE LETTERS
OR CLINCHED. ON THE INSIDE OF WALL BEHIND EACH LETTER BY THE CONTRACTOR.
4. RUN CONDUIT AND CONNECTING WIRE BETWEEN 3. CONTRACTOR SHALL VERIFY THAT -
DESIGN NOTES, EACH JUNCTION BOX. FASTENERS CHOSEN ARE SUITABLE INSTAtLJ,TION AClDR[SS;
1. DESIGN IS BASED UPON 130 MPH DESIGN 5. HILll ANCHORING SYSTEM TO BE USED IN STRICT WITH WALL CON DillON TO WITHSTAND COUNTRY INI~ & SUITES
WIND SPEED PER FBC 2004, EXPOSURE C. ACCORDANCE WITH MANUFACTURER'S GUIDELINES. THE STATED PULLOUT FORCE. 9009 ASTRONAUT BLVD.
2. NO ADDITIONAL WIND CATCHING SURFACES 4. THE BUILDING ENGINEER SHALL INCLUDE CAPE CAi\J,~VERAL, FL
ARE ADDED TO THE BUILDING STRUCTURE, DO NOT USE GRAPHICS THE LOADS ~.PPLlED BY THE SIGN (
3. THE CUSTOMER'S BUILDING ENGINEER IS TO STURCTURE IN THE DESIGN OF THE CLIENT:
DETERMINE THE ADEQUACY OF THE SHOWN ON THIS DRAWING WALL SYSTEM. THE IN51TE GROUP
SUPPORTING STRUCTURE. FOR PRODUCTION REFER TO 5. INSTALLATION SHALL CONFORM TO 7675 OAK RIDGE HWY
4. THIS INSTALLATION WAS DESIGNED TO BE NATIONAL ELECTRICALCODE AND
INSTALLED AT THE ADDRESS SHOWN BELOW PRODUCTION ELECTRONIC FILES OTHER APPLICABLE CODES. KNOXVillE, T~_
ANO SHOULD NOT BE USED AT OTHER /11 ~5 AI-..................
LOCATIONS UNLESS DEEMED SUITABLE BY A ........... :-
COMPETENT PROFESSIONAL ENGINEER. . ~t1~.~
5. IN COMPLIANCE WITH SECTION Hlll OF THE
2001 FLORIDA BUILDING CODE, FASTENERS A Wholly Owned Subsidiary of The InSite Group
7675 Ook Ridgll Hi~"'oy . KoolNlliII, r"'m~u... . 37931
FOR WALL SIGNS SHALL NOT BE LESS THAN !llS,,\J4}_1I33J . 1"..:iIl65\.'iJ~-:U;IO
3/8" IN DIAMETER. ,..... >Y, PtoJooCtWumwr: -
MAXIMUM TENSION PER FASTENER 420 Ibs 1 TMD CI50013
MAXIMUM SHEAR PER FASTENER 60 Ibs " DATEI DtCI...l~
4 11/2/05 B1012982
WESTRIM SILICONE DIPPED NEON ? 1-3"-1
" '" "'^" ""'" ~ TUBE SUPPORTS ATTACHED
ON 24" CEN TERS TO BACK WITH S.S. RIVETS
vi ,. "n~ If
1" TRIM CAP I STUD WALL
PAINTED TO MATCH
AKZO SIGN-3594 ? 116"~ HOLE
I FOR 3/8"~ BOLT
I 4" X 13" X 3/8"
THK. STEEL MOUNTING
.090" THK. ALUMINUM / PLATE PRIMED AND IOAINTED 'I , -3/8" THK. STEEL
0 / MOUNTING PLATE
BACK TO MATCH BUILDING.
60 MA 11
1/2" OIA.
PIPE SPACER
3/16" ACRYLIC FACE~ 3/8" DIA. COUNTERSUNK
7328 WHITE BOLT WITH NUT, WASHERS
AND LOCK WASHERS
ELECTROBIT SLEEVES
CONDUIT
CONNECTOR
15 MM CL DESIGNER 71
WHITE NEON WITH K-4 ~
GAS FILLING (OR EQUAL)
3"x 7 1/2"x 1/8" ~
ALUM. REINF. PLATE d
(POP RIVET TO BACK) NOTE::
NOTE: DOUBI_E STROKE NEON TO BE
VERTICAL ANGLES TO BE USED IN LETTER STROKES
LOCA TED AT EVERY MORE THAN 7" WIDE.
\ MOUNTING POINT. SPACING BETWEEN NEON STROKES
TO BE 4".
2"x 2"x 3/16" STEEL ANGLE
ATTACHED TO STUDS w/ 41773
1/4" MS, NUT AND LK WSHR
RACEWA Y FRAME TO (MUST SPAN AT LEAST 2 STUDS)
BE 2" X 2" X 3/16"
STEEL ANGLE '~ INSTALlATION ADDRESS:
COUNTRY INN & SUITES
9009 ASTRONAUT BLVD.
CAPE CANAVERAL, Fl
FABRICATED DIAMOND~ CLIENT:
THE INSITE Gf~OUP
(SEE SECTION @ DIAMOND) 7675 OAK [',lOGE HWY
KNOXVillE, TN
A -----
...~ ;.
---
2" X 2" X .3/16" THK. ..p...rrl.,..c....w.'c...p.
SECTION B-B CONTINUOUS STEEL A Wholly Owned ~:ubsidiQry of The !nSitf.: Group
7675 Ook Rldge ~r,9hway . KfI{lrnlle, Ton"".ue . J7931
ANGLE (86"lJ..\2-1~/odB5"\,,Jij_281O
", ProJ"", lluml>er;
TMD CISOO 13
DAT[t DNlwln; I-Iumwr:
11/2/05 81012982
#8 PAN HEAD SCREWS 4" X 13" X 3/8" - 6" METAL
.063 ALUM. RETURNS THK. STEEL MOUNTING / STUD WALL
ON 24" CENTERS PAINTED AKZO SIGN-3594 PLA TE PRIMED AND PAINTED
TO MATCH BUILDING.
1" TRIM CAP
PAINTED TO MATCH ~
AKZO SIGN-3594 1/2"DIA.
PIPE SPACER
.090" THK. ALUMINUM L
BACK
3/8" DIA. COUNTERSUNK
3/16" ACRYLIC FACE ~ BOLT WITH NUT. WASHERS
AND LOCK WASHERS
7328 WHITE
WESTRIM SILICONE DIPPED NEON _CONDUIT
CONNECTOR
TUBE SUPPORTS ATTACHED
TO BACK WITH S.S. RIVETS
ELECTROBIT SLEEVES
15 MM CL DESIGNER 71
WHITE NEON WITH K-4
GAS FILLING (OR EQUAL) _. NOTE:
VERTICAL ANGLES TO BE
LOCA TED AT EVERY
1/4" DIA. WEEP HOLES MOUNTING POINT.
WITH LIGHT SHIELDS
RACEWA Y FRAME TO 2"" 2", 3/16" STEEL ANGLE
BE 2" X 2" X 3/16"
STEEL ANGLE !\TTACHED TO STUDS W/
#8 PAN HEAD SCREWS ~ 1/4" MS, NUT AND LK WSHR
ON 24" CENTERS (MUST SPAN AT LEAST 2 STUDS) 1, 073
3/16" ACRYLIC FACE-....
7328 WHITE ~ --
--------------.. ~ 2" X 2" X 3/16" INSTAUATlON ADDRESS:
15 MM CL DESIGNER 71 ~ COUNTRY INN & SUITES
WHITE NEON WITH K-4 9009 ASTRONAUT BLVD.
GAS FILLING (OR EQUAL) CAPE CANAVEI~AL, FL
THk. CONTINUOUS ~v -
CLIENT:
STEEL ANGLE THE INSITE GFWUP
1" TRIM CAP 7675 OAK RIDGE HWY
PAINTED TO MATCH KNOXVILLE, HI
AKZO SIGN-3594 ~~---~
.....--: :.
, ~~j~,~
SECTION C-C ~ 1/ " 16( ~fi7~~~I~jd~aw:~~~~Jub~idia7I\o~II.,T~.~~~:~!e . Gr~~~ft
f86~'\3-!2-a~~~..ill.~-2BlO .
DY: rroJ~! llumb+r!
TMD CI50013
~ Crowing N~",l"'n
11/2/05 81012982