Backup Documents 04/10/2012 Item #15 1 *1
OFFICE OF THE FIRE CODE OFFICIAL ��;
Collier County Fire Control & Rescue Districts m,
700 North Horseshoe Drive z
Naples, Florida 34104
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3/15/2012
Thomas G. Cannon, Chairman
East Naples Fire Control and Rescue District
RE: Turbo Services
Planning tracking number- SDPA—PL20110001144
Building Permit number-PRBD2012020235301
Building Application number-PRBD20120202353
Mr. Cannon,
We have assembled a time line(tab 1) and attached copies of all review comments and written
correspondence to date, associated with this project. Additionally, I have attached newspaper
articles associated with this project which provide some additional information, I do recognize
that the news media doesn't always get the facts right but I would expect the Executive Director
Collier County Airport Authority, with his background(contained in the article),to be accurate
in the details of this venture.
The articles (tab 2)begin on February 22, 2011-This article indicates an interest to build an
engine testing facility at the Immokalee Regional Airport—NO mention of Aircraft Engines,
states turbine engines. The next article is dated March 30, 2011 and is a"guest commentary"by
Chris Currey Executive Director Collier County Airport Authority. This article indicates that a
"lease was signed with Turbo Services to construct a jet testing facility". The last article attached
was published by"Business Development"on April 7, 2011 and was a reprint of a March 23,
2011 article. This article states the "construction of a new test facility for turbo gas generators
overhauled from former aircraft engines" [emphasis added]. Please note that we have not been
included in the process yet.
Our first inclusion into the process was a Pre-Application(PL—2011-1144 (SDP))meeting on
July 5th, 2011 (tab 3). This meeting is to try to identify issues of concern or to identify obvious
deficiencies in the documents presented. In most pre-app meetings, including this one, we
receive very limited information since the applicant is early in the project and is trying to find
out what types of things will be required through the process. Most of the information provided
is a verbal description accompanied by a very preliminary site plan and NO construction
documents. You will note that at that meeting the applicant was provided a list of items that
needed to be to be addressed to gain site plan approval. These were the same items that they
were rejected for when the later officially submitted for Site Plan approval.
OFFICE(239)687-5650-FAX(239)687-5651
OFFICE OF THE FIRE CODE OFFICIAL s $'
Collier County Fire Control & Rescue Districts
'700 North Horseshoe Drive
Naples, Florida 34104
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Our next inclusion in the process was SDPA-PL2011-1144 Review 1 on 1/31/2012, a full six
months later. The official letter to the applicant from the County was dated 2/7/2012 (tab 4). As
stated above the rejection comments listed here were previously noted in the 7/5/2011 pre-app
meeting.
The Building permit was reviewed by FCO on 2/28/2012 (tab 5). This was our first review of
completed building construction documents. Several items requested in this review had been
identified as items of concern, request for additional information or needed clarification in our
7/5/2011 Pre-App review. This information was needed to determine the code requirements for
this structure and operation.
Two e-mails occurred between Ricco and the applicant on 03/01/12 (tab 6)where the applicant
attempts to provide responses to the rejected plan reviews directly to Ricco, instead of through
the Building Department as is required. On the morning of 03/08/12, the review for the SDPA
re-submittal was performed by Ricco and rejected again for several items such as no flow test,
inadequate fire apparatus turn-around and the extinguishing system requirement for the high
hazard test cell.
Later that afternoon, I spoke with Evy (building Dept)on 3/8/2012 regarding this project and
James French's (County) desire that I look into this project. I informed Evy that I was aware of
the project as Ricco had informed me of the issues. I noted that I would do what I could to
resolve the issues,while maintaining code compliance and offered to meet with the applicant.
Evy informed me that a meeting would probably be helpful but would not occur until the next
week at the earliest and that he would get back to me. A meeting was eventually scheduled for
3/19/2012; however I received a phone call from James French at around 4:30 pm on Friday
3/9/2012 advising me that the applicant was not happy that we did not yet respond to his two e-
mails sent on 3/8/2012 (tab7) (both Ricco and I were off on Friday). I advised Mr. French that I
would contact the applicant on Monday 3/12/2012. On Saturday 3/10/2012 I came into the office
to do some additional research on this type of facility. After conducting my research I identified
additional resources that I needed to contact,National Fire Protection Association(NFPA),Pratt
& Whitney(the engine manufacturer)and Miami International Airport=:(contains a test facility
formerly used by the applicant). I also contacted Chief Greenberg to discuss the project and to
get her input. She advised that she had little knowledge of this operation or like operations and
that we should caution on the strict side until I finished my research and we could talk again. I
spoke with NFPA,who advised me that it appeared that this facility would fall under the purview
of NFPA 423 if that standard was locally adopted. The standard was adopted locally UNTIL the
application of the NEW Florida Prevention Code on December 31, 2011; as such we could only
use the standard as a guide. I was not able to speak with anyone from Miami International
Airport with technical knowledge of the test facility located there; nor did I receive a response
from Pratt& Whitney.
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Although the architect did not indicate compliance with NFPA 423 on the drawing,my review
led me to believe that it met most of the standard. Noting that I could not enforce the standard, I
contacted the applicant on Monday 3/12/2012 to get his version of the use of the facility(this
aspect has evolved over the course of the process). After speaking with the applicant I advised
him that I had attempted to contact a couple resources and, if possible, I would get back to him
that afternoon. Unfortunately I was not able to speak with anyone from Miami International
Airport with technical knowledge of the test facility located there;nor did I receive a response
from Pratt& Whitney by the end of the day and called the applicant and left him a message to let
him know that I needed another day,he responded by e-mail acknowledging my message (tab 8).
On 03/12/12, the second set of submittals for the Building Department permit came in and Ricco
began to review, but held off on posting any additional comments until I was able to work
through some of the resources I attempted to contact. On the morning of Tuesday 3/13/12 I still
had not gotten any additional information so I contacted the applicant and advised him that I had
made a decision and outlined the requirements for both the site development plan and the
building permit. In the afternoon of 03/13/12, Ricco then posted the rejection comments of the
second set of submittals for the Building Department permit re-review in the County's CityView
permit tracking system and modified the comments for the SDPA re-review as well to be
consistent with the requirements I outlined in my earlier conversation with Michael Parker
(Turbo Services). I then asked Ricco to send the second set of rejection comments for both the
Building Permit and the SDPA permit(tab 9) directly to Michael Parker so he wouldn't have to
wait for the official letter to be generated by the Building Department and the Planning
Department. Mr. Parker seemed happy and in fact related to the County in an email he sent at
10:02 p.m. on 03/13/12 that"I had a good talk with fire officials and we seem to have reached an
understanding for moving forward"(tab 10). I advised Chief Greenberg of the resolution and
she also indicated that it was a reasonable solution.
On 3/14/2012 the applicant contacted Ricco requesting guidance on the re-submittal process,
Ricco responded (tab 11)providing process guidance as well as contact names and numbers of
building department personnel tasked coordinating these processes.
Although the third round of corrections and revisions have not been resubmitted and reviewed, I
believe all will be resolved soon.
Although statements made by commissioners at during the 3/13/2012 County Commission
Meeting seemed to indicate that ONLY Fire had issues with this project, it is interesting to note
that we are not the only one that is "holding up"these plans. The Building Permit second
submittal was also rejected by Plumbing and Handicap Reviewer, Jim Warfield on 03/12/11.
Additionally, recall the original SDPA review was rejected by multiple review disciplines (i.e.
Engineering Stormwater, Engineering Utilities, Transportation Pathways, Zoning,Landscaping,
and Architectural reviewers). Currently there are still three reviewers in"pending status" for the
OFFICE(239)687-5650—FAX(239)687-5651
OFFICE OF THE FIRE CODE OFFI C IAL
Collier County Fire Control & Rescue Disrics
700 North Horseshoe Drive
Naples, Florida 34104
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SDPA second submittal which is Engineering Stormwater, Engineering Utilities and
Transportation pathways. The other reviewers have approve bmittal or not
know I don't
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know if we will be the only one to reject the SDPA second su
Respectfully sub ' ed,
Ed Riley, FPS
Fire Code Offici 1
OFFICE (239) 687 -5650 - FAX (239) 687 -5651
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July 5, 2011
l Pre- Application Meeting (SEE ATTACHED MEETING NOTES)
SDPA - Site Development Plan Amendment
PL2011 -1144, Turbo Services
SDPA - Site Development Plan Amendment
PI-2011 -1144, Turbo Services, Review 1
Date in: 01/31/12 Date out: 02/01/12 In Fire Code Office one business day. Rejected
Building Permit PRBD20120202353, Turbo Services
Original Review
Date in: 02/13/12 Date out: 02/28/12 In Fire Code Office ten business days. Rejected
03/01/12, 8:24 a.m. Michael Parker (Turbo Services) sends email response directly to me for one of the
SDPA original review rejection comments.
03/01/12, 8:40 a.m. Michael Parker (Turbo Services) sends a second email directly to me with some
additional information in response to one of the SDPA original review rejection comments.
03/01/12, 6:01 p.m. Ricco sends response to Mr. Parker's first email thanking him for his responses, but
that the responses to the rejection comments must be submitted with the Correction re- submittals as
this is the process that must be followed and as we no longer had the plans in our office.
03/01/12, 6:02 p.m. Ricco sends response to Mr. Parker's second email thanking him again for his
responses, and to see the explanation provided in my first email.
SDPA - Site Development Plan Amendment
PI -2011 -1144, Turbo Services, Review 2
Date in: 03/08/12 Date out: 03/08/12 In, reviewed, released same morning. Rejected
03/08/12,1:45 p.m. Michael Parker (Turbo Services) sends another email directly to me with narrative &
summation explaining the purpose and use of their proposed building. I cannot determine if this email
is in response to the rejection of the Review 2 for the SDPA review that was just performed this same
morning or not, but it appears from the content of his email that he is referring to comments from both
the Building Permit rejection of 02/28/2012 and the SDPA rejection on the morning of 03/08/2012.
15
03/08/12, 5:25 p.m. Michael Parker (Turbo Services) sends another email directly to me elaborating
further on his examination of the most recent rejection comments which appears to involve both the
Building Permit rejection of 02/28/2012 and the SDPA rejection on the morning of 03/08/2012.
03/08/12 Ricco had meetings throughout the day at 8:30 a.m., 1:30 p.m., 3:30 p.m.,, then met with Evy
at the Building Dept. from around 4:00 p.m to 4:30 p.m., then met with Ed when I returned until about
5:15 p.m., and then received emergency call from home which resulted in my leaving the office with
Ed's approval at around 5:25 p.m. so I did not get to any.of my afternoon emails and as I had Friday,
March 91h off, I did not return to the office until Monday, March 12tH
03/12/12 Ricco had discussions with Ed based on his conversations with various entities on Friday and
over the weekend.
03/12/12 in the morning, the Fire Code Official telephones Michael Parker (Turbo Services) to discuss
matters.
03/12/12, 11:21 a.m. Michael Parker (Turbo Services) sends an email directly to me extending his thanks
for the phone call this morning and asks that I forward the email to Ed as Michael did not have Ed's
email. The email contained a statement from Mr. Parker clarifying that they test to "prove normal
operation" of the engine and not "tolerance limits."
03/12/12, 3:51 p.m. Ricco sends response to Mr. Parker's email letting him know I've forwarded his
email to the Fire Code Official and then I listed Ed's email for Mr. Parker to have for future reference.
03/12/12, 4:02 p.m. Michael Parker (Turbo Services) sends an email thanking me.
03/13/12, 7:57 a.m. Ricco sends a response email indicating "no problem, Michael."
03/13/12 in the early afternoon, several additional discussions with Ed ensued and went over portions
of plans.and rejection comments for the Building Permit Correction /1 re- review to ensure consistency
with the earlier conversation Ed had with Michael regarding the outstanding issues and what will be
required on both the SDPA and the Building Permit re- submittals.
15 '
Building Permit PRBD20120202353, Turbo Services
Correction /1 re- review
Date in: 03/08/12 Date out: 03/13/12 In Fire Code Office three business days. Rejected
(Review was completed on 03/12/12 but was held pending discussions held by the Fire Code Official
with various entities)
On 03/13/2012 between 3:30 p.m. and 4:20 p.m., finalized review comments for Building Permit
PRBD20120202353 following discussion with the Fire Code Official and his discussion with Michael
Parker (Turbo Services) on the afternoon of 03/13/12. Also modified SDPA- PL2011 -1144 permit
comments to ensure consistency between the SDPA and the Building Permit comments following
discussion with the Fire Code Official and his discussion with Michael Parker (Turbo Services) on the
afternoon of 03/13/12.
Drafted email to Michael Parker (Turbo Services) and attached rejection comments for Building Permit
PRBD20120202353 and the modified rejection comments for SDPA- PL2011 -1144 permit and sent
03/13/2012 at 4:29 p.m.
03/13/12, 9:08 p.m. Michael Parker (Turbo Services) sends an email thanking me for the information
and questioning how to re- submit corrections.
03/14/12, 8:17 a.m. Ricco sends a response email indicating that Building Permit re- submittals go
through the Building Department and the same process they submitted their original and Correction /1
re- submittal. And that the SDPA permit re- submittal needs to go through the Planning Department and
gave them the names of two individuals.who work for the Business Center under Growth Management
(Michael Levy, Operations Coordinator and Everildo Ybaceta, Operations Supervisor) who could assist
him with the re- submittal process.
03/14/12, 8:59 a.m. Michael Parker (Turbo Services) sends an F.Y.I. email with three photos of
enclosures used for operation of GG$ engines. (SEE ATTACHED)
03/14/12, 9:32 a.m. Ricco sends a response email thanking him for the information.
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FIRE CODE GENERAL COMMENTS:
,-- Ensure compliance with ALL applicable sections of Chapter 18 of the currently adopted edition of the
Florida Fire Prevention Code (FFPC) regarding fire department access and water supply.
.L on the SDF&over Sheet, please provide the following information forthe proposed and existing
structure(s): (1) Type of Construction per the 2007 FBC, (2) Total square footage under roof
{Conditioned and non - conditioned), (3) sprinkler intention for new structure(s). MOTE: this specific
information shall match what is depicted on the architectural drawings that will be submitted under a
subsequent bullring permit, as both the building permit drawings and the SDAover sheet will be
scrutinized to ensure the information listed above is consistent on both sets of documents.
Please provide a current flowtest (i.e. within 6- months of submittal date) and hydraulic modeling (if
necessary) demonstrating that the Minimum Required Fire Flow and Flow Duration pursuant to FFPC 1:
section H.5 -2 and Table H.5.1 can be achieved for the proposed structure. The hydraulic modeling shall
be provided from the flow hydrant (i.e. wherever this happens to be located) throughout the run of fire
line and to the various nodes up to or past the proposed structure and shall include pipe friction losses
based on the Hazen- Williams formula.
'Show existing and proposed fire hydrant locations.
The maximum distance between fire hydrants shall be Sm -feet in exclusive one and two- family areas
with buildings not exceeding 5000 square feet and 300 -feet in all other areas. Hydrant placement shall
be started so Fire apparatus is not forced to pass a potential hazard to get to the first hydrant.
The turning radii throughout a fire access lane serving a building is required to be 25 -feet inside and 49-
feet outside and the turning radii shall be 25 -feet inside and 45 -feet outside for fire access lanes within
large parking lots in accordance with Collier County Fire }prevention and Protection Code Policy and
15
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If there is a dead-end fire access road that is in excess of 150-feet, then an approved fire district turn-
around is required.
The angle of approach and departure for any means of fire district access shall not exceed 1-foot in 20-
feet and shall not exceed the design limitations of the fire apparatus for the respective fire district.
SPRINKLERED BUILDINGS AND NEW FIRE HYDRANT INSTALLATION:.
Please identify and delineate on the SDP drawings the point -of- service location as defined in
633.021(19) and 633.021(9) F.S.
Once the point -of- service location is established, it is from this juncture that a separate permit is
required fbrthe installation of underground fire lines in accordance with NFPA 24 (2002 ed.) by an
appropriately certified fire sprinkler contractor or a Type V underground contractor as defined and
outlined in 633.021, 633,521 and 633539 F.S.
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The SDF drawings must contain the following statements on the drawings:
1) "A separate permit is required prior to installation of any fire line."
2) 'Installation of all underground fire lines shall comply with the 2002 Edition of NFPA 24."
3) "Underground fire lines shall be installed by an appropriately certified fire sprinkler contractor or a
Type V underground contractor as defined and outlined in 633.021, 633521 and 633.539 F.5 "
Please delineate on the plan drawings locations of ALL fire protection appurtenances such as PIV (post
indicator valve), DDCV (double detector check valve) or fire system detector check assembly, check x p
valve, fire department connection (FDC),
There shall be a fire hydrant within 50-feet of an FDC and on the same side of the roadway.
FDC's shall not be placed behveen buildings. _
STIPULATIONS:
Please note that prior to the accumulation of combustible building materials on site, proposed fire
t:.• hydrants must be operable and be able to provide the minimum required fire flows, and improved
stabilized emerger:cr apparatus access ways (min. 20 -feet wide) must be available to within 100 -feet of
structures.
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All fire hydrants, fire department connections (FDC) and post - indicating valves (PlV) shall be visible an
accessible; they shall not be obstructed visually or functionally by trees, landscaping or parking spaces.
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4 If there is a dead -end fire access road that is in excess of 150 -feet, then an approved fire district turn-
around is required.
The angle of approach and departure for any means of fire district access shall not exceed 1 -foot in 20-
feet and shall not exceed the design limitations of the fire apparatus for the respective fire district.
5PRINKLERED BUILDINGS AND NEW FIRE HYDRANT INSTALLATION:
Please identify and delineate on the SDP drawings the point -of- service location as defined in
633.021(19) and 633.021(4) F.S.
Once the point -of- service location is established, it is from this juncture that a separate permit is
required for the installation of underground fire lines in accordance with NFPA 24 (2002 ed.) by an
i appropriately certified fire sprinkler contractor or a Type V underground contractor as defined and
outlined in 633.021, 633.521 and 633539 F.S.
February 07, 2012
HALEY ENGINEERING, INC
JOHN HALEY, PE
1680 SE 4TH STREET
DEERFIELD BEACH, FL 33441
FAX - (954) 697 -0115
RE: PL20110001144, Site Development Plan Amendment
TURBO SERVICES
Dear Applicant:
The following comments are provided to you regarding the above referenced project. If you have
questions, please contact the appropriate staff member who conducted the review. The project
will retain a "HOLD" status until all comments are satisfied.
The following comments were received and need to be addressed as noted:
Rejected Review: Engineering Stormwater Review
Reviewed By: Jack McKenna
1. Provide a copy of SFWMD Permit, permit modification, or waiver. Engineering Services
Policies and Procedures.
2. Please correct soil storage calculations.
3. Please correct stage storage calculations to show retention area does not store above 32.5 (as
this is the discharge grate elevation).
4. Please sign and seal water management calculations.
5. Please provide 150% treatment per Ordinance 08 -10.
6. Please provide itemized cost estimate.
Rejected Review: Engineering Utilities Review
Reviewed By: Craig Callis
Additional Comments:
Provide letter of approval from Immokalee Water & Sewer, letter provided is letter of
availability.
F cted Review: Fire Review
ewed By: Ricco Longo
rovide a flow test not more then six months old, at time of submittal, on fire district
letterhead.
15
2. On the SDPA Cover Sheet, please provide the following information for the proposed .
structure (1) the Type of Construction per the 2007 FBC (which will change to 2010 FBC on
March 15, 2012), (2) the total square footage under roof (conditioned and non - conditioned
space), (3) the sprinkler intention for new structure. NOTE: this specific information shall match
what is depicted on the architectural drawings that will be submitted under a subsequent building
permit, as both the building permit drawings and the SDPA Cover sheet will be scrutinized to
ensure the information listed above is consistent on both sets of documents.
3. Collier County Fire Prevention and Protection Code Policy and Procedure Manual Article
Number ACC 09 -4.
4. Please address the following:
(1) How or in what capacity is an "Industrial Gas Generator" utilized.
(2) What kind of "gas"- is utilized during testing and what is the quantities utilized; (3) is the
"gas" liquid or compressed; (4) what quantities of this "gas" are stored on site and how will they
be stored; (5) are there other flammable or combustibles products that will be used and stored at
this facility? This information will assist in making a determination regarding the expected
hazard of contents and hazard classification for this structure and whether or not any additional
fire suppression requirements are triggered. �---
Rejected Review: Transportation Pathways Review
Reviewed By: Alison Bradford
1. Show sidewalk connection to the south as discussed. This should be ADA compliant and
meet section 6.06.02 of the LDC.
Rejected Review: Zoning Review
Reviewed By: Michael Sawyer
1. 10.02.03.B.l.b.i.(a) On site plan coversheet, project title; name address & phone # of owner
& agent.
Additional Comments:
Rev. l : Please add at the top of the title /cover sheet "Site Development Plan Amendment" as part
of the title, and revise the title to be consistent with current title "Immokalee Regional Airport",
consider just adding your Turbo Services title after the Airport. Please also include the original
SDP number for this project which is SDP - 2005 -AR -8865 on the cover sheet as well.
2. 10.02.03.B.1.b.i.(b) On coversheet, zoning designation of property.
Additional Comments:
Rev. 1: Please also note on the cover sheet the zoning designation of this project: Immokalee
Regional Airport Operations, Ordinance 10 -07.
Additional Comments:
Rev. 1: Please add a master site plan sheet that includes the actual Immokalee Regional Airport .
site as discussed at the pre app meeting and highlighting/clouding in the portion of the project
15
you are revising with this submittal. We need to have the overall project shown with this plan set
to avoid conflicts and errors with your project.
3. 10.02.03.B.l.b.ii.(b)(v) On site plan, in chart form, setbacks & separation of structures
required and provide.
Additional Comments.
Rev. 1: Please provide setback table /matrix for the proposed development including required and
provided dimensions consistent with the site plan for all four sides of the project, please note this
project has only one front yard (west), two side yards (north & south) and one rear yard (east).
4. 10.02.03.B.1.b.ii.(c)(i) On site plan, in chart form, parking summary, type of use.
Additional Comments:
Rev. 1: Please provide a simple parking table /matrix with required and provided parking
standards.
Rejected Review: Landscape Review
Reviewed By: Michael Sawyer
1. 10.02.14 A Landscape plans must be signed and sealed by a Florida Registered Landscape
Architect.
Additional Comments:
Rev. 1: Please provide signed and sealed landscape plans as discussed at the pre application
meeting and checked on the meeting notes.
2. 10.02.14 B. Irrigation plan must be drawn at the same scale as the landscape plans and
delineate all buildings and other site improvements, parking spaces, aisles and vehicular use
areas. See also 4.06.05 K.
Additional Comments:
Rev. 1: Please provide irrigation plans as discussed at the pre app meeting and noted in the
meeting notes. further review can comments not possible at this time.
3. 10.02.14 A. Provide accurate plant legend, graphic plant symbol, botanical and common
name, quantity, height, spread, spacing, native ratio, cold tolerance. See also LDC 10.02.03
B.l.c.i., 4.06,05 C.1., 4.06.05 C.3., 4.06.05 C. 8.
Additional Comments:
Rev. l: Please provide plant legend.
4. 10.02.14 A. Show tree, palm and shrub planting details. See also LDC 4.06.05 G.
Additional Comments:
Rev. 1: Please provide planting details.
5. 10.02.14 A. Provide accurate landscape tabulation indicating the calculations insuring
compliance with code requirements.
15
Additional Comments:
Rev. l : Please provide landscape calculations /tabulations.
6. 10.02.14 A. Show /avoid all utility lines and easements conflicts. See also LDC 4.06.05 G.
Additional Comments:
Rev. 1: Please note any overhead utility lines and avoid any potential conflicts. Please also show
on the plans location of site light poles and avoid conflicts.
7. 4.06.02 A. All required buffers shown on the proposed plat as tracts or easements. Note any
conflicts with other easements and/or shared easement.
Additional Comments:
Rev.l : Please provide complete Type D landscape buffer along Airport Blvd include double row
hedge.
8. 4.06.05 C.6. Specify an acceptable mulch type.
Additional Comments:
Rev. 1: Please provide type of mulch note consistent with code standards.
9. 4.06.05 G.2. Light poles avoid conflicts with required trees and parking islands.
Additional Comments:
Rev. 1: See above utility conflict comment. If light poles are not proposed please provide note on
landscape or site plan sheet.
10. 10.02.03 B.l.c.ii.(a) Delineate existing and proposed parking, vehicular use area, buildings,
access points and roadways.
Additional Comments:
Rev. 1: Provide vehicular use area landscaping.
11. 10.02.14 A. Show all vegetation protection devises including curing, wheel stops, root
barriers. Type D curbing is provided for all landscape islands and turning radii. Vehicles cannot
overhang onto landscape areas. See also LDC 4.05.02 M., 4.06.03 B.1., 4.06.03 B.4., 4.06.05
G.2.,4.06.05 G.4.
Additional Comments:
Rev. 1: Please show on the plans and provide detail of required protection devices.
Rejected Review: Architectural Review
Reviewed By: Carolina Valera
1. 5.05.08 E.3. Service function areas and facilities.
Additional Comments:
Please revise material proposed for the gate shown on the East elevation of the building. Please
note that chain link (and wood) are restricted materials by the LDC. Gates may be aluminum,
PVC, or any other material.
15
The following comments were received, are informational and/or may include stipulations:
• Remaining 50% of Engineering Inspection fees shall be paid prior to
pre - construction meeting.
When addressing review comments, please provide a cover letter outlining your response to
each comment. Include a response to completed reviews with stipulations.
If you have any questions, please contact me at Phone: (239) 252 -2926.
Michael Sawyer
Project Manager
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IMMOKALEE REGIONAL. AIRPORT TURBO SERVICES
ORIGINAL SDP #: SDP - 2005 -AR -8865
00 AIRPARK BLVD, IMMOKALEE, FL 34142
RESPONSE TORICCO LONGO
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• PROJECT TITLE: IMMOKALEE REGIONAL AIRPORT TURBO SERVICES
5448 NW 24'" SMW
MARGATE, R 33063
(954)9694=
(954) 969 -6337 FAX
wwwTerboServices.net
• QUESTION 4. (1) HOW OR, IN WHAT CAPICITY IS AN "INDUSTRIAL GAS GENERATOR" UTILIZED.
o ANSWER 4. (1) Turbo Services overhauls Pratt & Whitney GG4 and FT4 Gas Generators & Free Turbines. Prior
to a GG4's return-to- service as peaking power units within electrical power plants, Turbo Services performs an
operational test to check equipment performance criteria & parameters. This Immokalee Facility is an expansion
of Turbo Services to perform such tests. The GG4 ( "Gas Generator" 4) or FT4 ( "Free Turbine" 4) are related aero
derivative gas turbine engines developed from Pratt & Whitney's J75 /JT4. P &W's first entry into the industrial
aero derivative market was the GG4/FT4, which was introduced in the 1960s with approximately 1,300 units in
operation at its peak. The GG4 is a self - contained, self - regulating, remote operated, quick responding, peaking
power generator. It is also used for propulsion in naval vessels and by water and gas pipelines to drive gas
compressors. The typical output of a single engine ranges from 16 to 30 MW depending on conditions and
configuration. Engines can be combined to work in conjunction with up to 8 other engines for more efficient
power generation. They may also be operated as a combined cycle unit in combination with a condensate boiler in
order to increase efficiency.
QUESTION 4. (2) WHAT KIND OF "GAS" IS UTILIZED DURING TESTING AND WHAT IS THE
QUANTITIES UTILIZED;
o ANSWER 4. (2) The "gas" used is Diesel or Jet A Fuel, as sold on site by Collier County Airport Authority's
Immokalee Fixed Base Operation (The Airport). A test of a GG4 will average 1200 consumed gallons.
• QUESTION 4.(3) IS THE "GAS" LIQUID OR COMPRESSED;
o ANSWER 4. (3) Liquid
• QUESTION 4.(4) WHAT QUANTITIES OF THIS "GAS" ARE STORED ON SITE AND HOW WILL THEY BE
STORED;
o ANSWER 4. (4) NO "GAS ", DIESEL or JET A will be stored on site, thus requiring no storage. Collier County
Airport Authority's Immokalee Fixed Base Operation (The Airport) stores and dispenses its own fuel. Collier
County Airport Authority will deliver and dispense fuel by truck, exactly as the airport fuels aircraft, and the test
engine will consume fuel while directly hooked to the truck. Upon completion, the truck returns to its parking area
and the GG4 is removed and returned to its service.
• QUESTION 4. (5) ARE THERE OTHER FLAMMABLE OR COMBUSTIBLES PRODUCTS THAT WILL BE
USED AND STORED AT THIS FACILITY?
o ANSWER 4. (5) Turbo Services will have no more than 55 gallons of `BP Turbo Oil 2380" on site along with
general cleaning supplies.
■ Turbo Services will only occupy its Immokalee facility an average of one visit each month
Michael Parker, Business Development, Turbo Services, Inc
954.968.6338 Tel, 954.968.6337 Fax, 954.805.9613 Mobile
www.turboservices.net michael(aturboservices.net
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IMMOKALEE REGIONAL AIRPORT TURBO SERV S, r
ORIGINAL SDP #: SDP- 2005 -AR -8865
00 AIRPARK BLVD, IMMOKALEE, FL 34142
RESPONSE TO RICCO LONGO
Thursday, March 08, 2012
0�1 1b
!�I��lll`�iiUi{
5449 NW 24'm STREET
MARGATE, FL =0
( (954)9684=
www.TwboSerrioes.net
Mr. Longo,
I re- attempt providing you information that will help form a better understanding of Turbo Services' purpose and use of
this proposed building. As a narrative & summation of the purpose and use, please consider thefollowing:
1) Turbo Services' plan keeps Hazardous Materials, of any kind, to an absolute minimum
2) GG4 Engines, worldwide, typically operate continuously in simple shipping containers, hardly the concrete testing
cell we propose building for added measures of safety
3) The lighting we have selected is for the purpose of wear & tear. "Explosion Proof Lighting" units and bulbs have
filaments that last longer in environments subject to vibrations or frequencies that quickly blow lights of lower
quality. We will gladly remove the word "explosion proof' because we have no reasonable expectation such lighting
would survive an explosion, nor to we anticipate an explosion.
4) Our fire safety immediate plan is as follows:
a. Emergency Stop / Fuel Shut Off By Operator
b. Simultaneous Emergency Fuel Shut Off By Airport Fuel Truck
c. Extinguishers on -hand (UL Rated)
d. Supplemental / Additional Wheeled Halon High Flow Flight Line Unit 1211 (UL rated)
e. Notify Fire Dep't
f. Notify Airport
5) Sprinkled Water in this environment has the potential of making matters considerably worse and causing extensive
and unnecessary damage to the engine being tested.
6) Operationally, the building design incorporates double paned glass with a fusible link fire curtain and a 3 hour fire
rated door between the testing room and the control room. There is an exit on the north side of the control room that
allows for immediate egress to the north, away from risk of hazard and out of harms way.
I appreciate your review of GFA's Report of Geotechnical Exploration. I believe GFA to be accomplished in all matters
geotechnical. I do not believe their terminology in any matter relating to Turbo Services' scope of work should supersede
our corporate answers, responses, exact and accurate delineation of industrial gas generators.
Regarding the new development of the county's dissatisfaction with the driveway, I am contemplating the appropriate
course of action. Perhaps, in direct relationship to the site plan and in the interest of exceptional expense and time, you
might suggest the solution the county would most like to see. I am happy to create the required turn around circle or "T"
at the west point of the building but county landscaping review will likely frown on the idea as we have just agreed to
more trees.
Turbo Services decision to build at Immokalee Regional Airport was strategic. Aircraft fuel is the same and we can give
the business of consumption to the county. We were welcomed by the Airport Advisory Board, Airport Management,
County Commissioners and the FAA. Moreover, airport's have resources such as proximity of municipal fire and life
safety measures that are important to airport tenants such as Turbo Services.
Perhaps you may be willing to speak by phone. I would like to arrange a conference call if possible.
Thank you,
Michael Parker
Michael Parker, Business Development, Turbo Services, Inc
954.968.6338 Tel, 954.968.6337 Fax, 954.805.9613 Mobile
www.turboservices.net michael(iDturboservices.net
IMMOKALEE REGIONAL AIRPORT TURBO SERVICES
ORIGINAL SDP #: SDP - 2005 -AR -8865 15
PROJECT TITLE: IMMOKALEE REGIONAL AIRPORT TURBO SERVICES
• QUESTION 4. (1) HOW OR IN WHAT CAPICITY IS AN "INDUSTRIAL GAS GENERATOR" UTILIZED.
o ANSWER 4. (1) Turbo Services overhauls Pratt .& Whitney GG4 and FT4 Gas Generators & Free Turbines. Prior
to a GG4's return -to- service as peaking power units within electrical power plants, Turbo Services performs an
operational test to check equipment performance criteria & parameters. This Immokalee Facility is an expansion
of Turbo Services to perform such tests. The GG4 ( "Gas Generator" 4) or FT4 ( "Free Turbine" 4) are related aero
derivative gas turbine engines developed from Pratt & Whitney's J75 /JT4. P &W's first entry into the industrial
aero derivative market was the GG4/FT4, which was introduced in the 1960s with approximately 1,300 units in
operation at its peak. The GG4 is a self - contained, self- regulating, remote operated, quick responding, peaking
power generator. It is also used for propulsion in naval vessels and by water and gas pipelines to drive gas
compressors. The typical output of a single engine ranges from 16 to 30 MW depending on conditions and
configuration. Engines can be combined to work in conjunction with up to 8 other engines for more efficient
power generation. They may also be operated as a combined cycle unit in combination with a condensate boiler in
order to increase efficiency.
• QUESTION 4. (2) WHAT KIND OF "GAS" IS UTILIZED DURING TESTING AND WHAT IS THE
QUANTITIES UTILIZED;
o ANSWER 4. (2) The "gas" used is Diesel or Jet A Fuel, as sold on site by Collier County Airport Authority's
Immokalee Fixed Base Operation (The Airport). A test of a GG4 will average 1200 consumed gallons.
QUESTION 4.(3) IS THE "GAS" LIQUID OR COMPRESSED;
o ANSWER 4. (3) Liquid
QUESTION 4.(4) WHAT QUANTITIES OF THIS "GAS" ARE STORED ON SITE AND HOW WILL THEY BE
STORED;
o ANSWER 4. (4) NO "GAS ", DIESEL or JET A will be stored on site, thus requiring no storage. Collier County
Airport Authority's Immokalee Fixed Base Operation (The Airport) stores and dispenses its own fuel. Collier
County Airport Authority will deliver and dispense fuel by truck, exactly as the airport fuels aircraft, and the test
engine will consume fuel while directly hooked to the truck. Upon completion, the truck returns to its. parking area
and the GG4 is removed and returned to its service.
• QUESTION 4. (5) ARE THERE OTHER FLAMMABLE OR COMBUSTIBLES PRODUCTS THAT WILL BE
.USED AND STORED AT THIS FACILITY?
o ANSWER 4. (5) Turbo Services will have no more than 55 gallons of `BP Turbo Oil 2380" on site along with
general cleaning supplies.
■ Turbo Services will only occupy its Immokalee facility an average of one visit each month
Michael Parker, Business Development, Turbo Services, Inc
954.968.6338 Tel, 954.968.6337 Fax, 954.805.9613 Mobile
www.turboservices.net michael(a)turboservices.net
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IMMOKALEE REGIONAL AIRPORT TURBO SERW ES
ORIGINAL SDP #: SDP - 2005 -AR -8865 I
00 AIRPARK BLVD, IMMOKALEE, FL 34142
RESPONSE TO RICCO LONGO
Thursday, March 08, 2012
Mr. Longo,
5449 NW 24"' MEET
MARGATE, Fl, 33063
,954, 9
- (954) 96&6337 FAX
wwwAurboSereices.eot
Closer examination of the County's responses to Turbo Services' SDPA has raised a few important issues. Please allow
me to expand and elaborate items as mentioned within the Collier County responses.
Upon review of FFPC: section 40.3.2.2 and 40.3.2.1 are provisions for extinguishing systems in high hazard industrial
occupancies, however we have been asked by the County to sub - classify the Industrial Occupancy as 40.1.4.1.2(1), defined
as an industrial occupancy that conducts ordinary and low hazard industrial operations in buildings designed for, and
that are usable only for particular types of operations. We agree with the County's correct analysis that this is a low
hazard industrial operation.
A) Turbo Services has worked with structural engineers and architects to design a building that meets and exceeds the
needs of our industrial operation per 40.1.4.1.2(1).
B) The proposed structure will not store materials of a high hazard category
C) The proposed structure is designed to operate GG4 Industrial Gas Generators.
D) The proposed facility is not an "aircraft engine test facility"
E) Turbo Services, if necessary, will agree to remove "explosion proof lighting" from plans as an insubstantial change.
F) Turbo Services, if necessary, will agree to remove the 55 gallon drum of BP Turbo oil
G) No Fuel is stored on site
H) No GG4 are stored on site
1) Turbo Services complies with Section 6.2.2.2, Low Hazard Contents, classified as those of such low combustibility
that no self - propagating fire therein can occur.
a. The building is vacant when not needed for GG4 operation
b. No hazardous contents exist
c. When needed for GG4 operation, the building content (the GG4) is not combustible without the introduction
of fuel. The fuel is not a content of the building, not even when operating. The GG4, in and of itself, is not
combustible. The only fuel in the building, at any on time, would be the fuel in the supply line to the gas
generator which is protected by an in -line emergency fuel shut off valve. Additional safety measures include
our computer controls that shut off fuel supply if operating parameters are exceeded.
J) We agree that NFPA 423 is a Standard for Construction and Protection of Aircraft Engine Test Facilities; however
the proposed facility is not an Aircraft Engine Test Facility, not by any definition or interpretation. Regardless of
this point, and as presented to and approved by Collier County Commissioners, Turbo Services building design
exceeds needed structural integrity and the same was approved by licensed architects, structural engineers, MEP and
civil engineering.
K) We will work with you to design the driveway such that Fire Department vehicle(s) have proper room to turn.
Thank you,
Michael Parker
Michael Parker, Business Development, Turbo Services, Inc
954.968.6338 Tel, 954.968.6337 Fax, 954.805.9613 Mobile
www.turboservices.net michael aturboservices.net
IMMOKALEE REGIONAL AIRPORT TURBO SERVI S n ORIGINAL SDP #: SDP - 2005 —AR -8865
. PROJECT TITLE: EMMOKALEE REGIONAL AIRPORT TURBO SERVICES
• QUESTION 4. (1) HOW OR IN WHAT CAPICTTY IS AN "INDUSTRIAL GAS GENERATOR" UTILIZED.
o ANSWER 4. (1) Turbo Services overhauls Pratt & Whitney GG4 and FT4 Gas Generators & Free Turbines. Prior
to a GG4's return -to- service as peaking power units within electrical power plants, Turbo Services performs an
operational test to check equipment performance criteria & parameters. This Immokalee Facility is an expansion
of Turbo Services to perform such tests. The GG4 ( "Gas Generator" 4) or FT4 ( "Free Turbine" 4) are related aero
derivative gas turbine engines developed from Pratt & Whitney's J75 /JT4. P &W's first entry into the industrial
aero derivative market was the GG4/FT4, which was introduced in the 1960s with approximately 1,300 units in
operation at its peak. The GG4 is a self - contained, self - regulating, remote operated, quick responding, peaking
power generator. It is also used for propulsion in naval vessels and by water and gas pipelines to drive gas
compressors. The typical output of a single engine ranges from 16 to 30 MW depending on conditions and
configuration. Engines can be combined to work in conjunction with up to 8 other engines for more efficient
power generation. They may also be operated as a combined cycle unit in combination with a condensate boiler in
order to increase efficiency.
• QUESTION 4. (2) WHAT KIND OF "GAS" IS UTILIZED DURING TESTING AND WHAT IS THE
QUANTITIES UTILIZED;
o ANSWER 4. (2) The "gas" used is Diesel or Jet A Fuel, as sold on site by Collier County Airport Authority's
Immokalee Fixed Base Operation (The Airport). A test of a GG4 will average 1200 consumed gallons.
QUESTION 4.(3) IS THE "GAS" LIQUID OR COMPRESSED;
o ANSWER 4.(3) Liquid
QUESTION 4.(4) WHAT QUANTITIES OF THIS "GAS" ARE STORED ON SITE AND HOW WILL THEY BE
STORED;
d�5 i
^o ANSWER 4. (4) NO "GAS ", DIESEL or JET A will be stored on site, thus requiring no storage. Collier County
Airport Authority's Immokalee Fixed Base Operation (The Airport) stores and dispenses its own fuel. Collier
County Airport Authority will deliver and dispense fuel by truck, exactly as the airport fuels aircraft, and the test
engine will consume fuel while directly hooked to the truck. Upon completion, the truck returns to its parking area
and the GG4 is removed and returned to its service.
• QUESTION 4. (5) ARE THERE OTHER FLAMMABLE OR COMBUSTIBLES PRODUCTS THAT WILL BE
USED AND STORED AT THIS FACILITY?
o ANSWER 4. (5) Turbo Services will have no more than 55 gallons of `BP Turbo Oil 2380" on site along with
general cleaning supplies.
�t
■ Turbo Services will only occupy its Immokalee facility an average of one visit each month
Michael Parker, Business Development, Turbo Services, Inc
954.968.6338 Tel, 954.968.6337 Fax, 954.805.9613 Mobile
www.turboservices.net michael @turboservices.net
15
Ed Riley
From: Michael [secondwindaircraft @yahoo.com]
Sent: Monday, March 12, 2012 7:54 PM
To: Ricco Longo
Cc: Ed Riley
Subject: Re: Turbo Services
Mr. Riley,
I received your message. Thank you an I look forward to hearing from you.
Michael Parker
954- 805 -9613
On Mar 12, 2012, at 3:51 PM, Ricco Longo <rlongona ccfco.or�> wrote:
I've copied the Fire Code Official on this, Michael. For your benefit, Ed's email is erilev @ccfco.org.
From: Michael Parker fmailto :secondwindaircraft@yahoo coml
Sent: Monday, March 12, 2012 11:21 AM
To: Ricco Longo
Cc: Eric Mitchell; jamesfrench(@colliergov.net
Subject: Turbo Services
Thank you for the phone call.
I do not have Mr Riley's email so if this could be forwarded to him, I would
appreciate the help.
Regarding Turbo Services site,
I feel it important to point out that Aircraft Engine Test Facilities are designed to
test engines to a point of failure. Turbo Services' facility is intended to prove
normal operation, not tolerance limits. We run the engine to show the operation is
within parameters rather than run it to determine what the parameters are.
Thank you,
Michael Parker
Turbo Services
954- 805 -9613
secondwindaircrafta,yahoo com
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As the design professional has classified this design as "Mixed Occupancy" as seen in the CODE ANALYSIS
section of sheet A -2, it will be subject to and shall comply with the most restrictive fire and life safety
requirements of the occupancies involved (i.e. Business and Special Purpose Industrial) in accordance
with FFPC 101: section 6:1.14.3.2. SECOND REVIEW. 03/13/12(rl) — Although the assumption in the first
review of this building permit application was that this would qualify as a Special - Purpose Industrial
Occupancy, subsequent information provided in the second SDP submittal as well as within this second
building permit re- submittal corroborates that the test cell area is considered an incidental high hazard
operation in an ordinary hazard occupancy. As such this is to be considered a Special- Purpose Industrial
Occupancy in which incidental high hazard operations occur. Please acknowledge on the plans.
Please sub - classify the Industrial Occupancy as required by FFPC 101: section 40.1.4.1 and specify in the
Code Analysis section of sheet A -2. NOTE: the use of this occupancy appears to fall to FFPC 101: section
40.1.4.1.2(1) Special- Purpose Industrial Occupancy. SECOND REVIEW, 03/13/12(rl) — Again, this is to be
considered a Special- Purpose Industrial Occupancy pursuant to FFPC 101: section 40.1.4.1.2 in which
incidental high hazard operations occur in accordance with FFPC 101: section 40.1.4.1.3(2). Please
correct plans accordingly.
With respect to Storage Room 104 the following deficiencies need to be addressed: (1) as this is
classified as a Mixed Occupancy, compliance with FFPC 101: section 38.3.2.1 is required. If using fire
barriers as allowed per section 8.7, provide section details showing rated walls from floor to underside
of roof structure or rated ceiling, and how wall types "C" and "B1" achieve the required rating via third
party testing entity such as UL or Gypsum Association or calculated fire resistance, and how joints (i.e.
rated wall to rated wall, rated wall to exterior wall and head of wall) are protected, and how
penetrations in these rated walls are protected via through - penetrations systems. SECOND REVIEW.
03/13/12(rl) — the notes provided on sheet D -1 under wall type 131 and new wall type C2 call out Wall-
to-Wall ioint protection system design numbers through- penetration system design numbers and a
head -of -wall system design number, but no complete design summaries were provided. Please provide
the appropriate details on the plans for these system call -outs.
Based on some of the design elements specified, including "explosion proof lighting," and pursuant to
FFPC 101: section 40.3.2.2, protection in accordance with section 40.3.2.1 (i.e. automatic extinguishing
system) shall be provided for any area subject to an explosion hazard. Because of this requirement and
if an automatic fire sprinkler system is utilized, a sprinkler monitoring fire alarm system and separate
permits for both the fire sprinkler and the fire alarm system will be required and this requirement for
separate permits shall be acknowledged on the plan drawings. Additionally, and again because of this
requirement, if an automatic fire sprinkler system is utilized, it will need to be reflected on the current
SDPA being permitted and all pertinent information for review associated with this system will also be
required for an appropriate review of the revised SDPA. SECOND REVIEW 03/13/120111— a manual fire
suppression system is required to protect the Test Cell area per NFPA 423 (2004 ed.) sections 6.2.1 and
6.2.1.1.
,Vol
SECOND REVIEW, 03/13/12(rl) — also, as a result of the manual fire suppression system requirement,
please acknowledge on the plan drawings that a separate fire sprinkler permit will be pursued prior to
any work being performed on such a system.
SECOND REVIEW, 03/13/12(rl) — additionally, fuel and lubricating oil system control valves shall comply
with NFPA 423 004 ed.) section 5.6.
SECOND REVIEW, 03/13/12(rl) — a re- review fee of $75.00 for Correction #2 must be paid prior to re:
submittal. The County will not process your subsequent correction if this fee has not been paid. A copy
of your Official Receipt shall be included in the re- submittal as proof of payment.
15
SECOND REVIEW, 03/0712(rl) — .although the response letter indicated the est "...has been
ordered..." it is required to be subrnitted'at this time so that fire flow calculations can be.performed.
Please provide as originally requested.
On the SDPA Cover Sheet, please provide the following information for the proposed structure (1) the
Type of Construction per the 2007 FBC (which will change to 2010 FBC on March 15, 2012), (2) the total
square footage under roof (conditioned and non - conditioned space), (3) the sprinkler intention for new
structure. NOTE: this specific information shall match what is depicted on the architectural drawings
that will be submitted under a subsequent building permit, as both the building permit drawings and the
SDPA Cover sheet will be scrutinized to ensure the information listed above is consistent on both sets of
documents. SECOND REVIEW, 03/0712(rl) —although the information was provided as requested, the
designation of "not sprinklered" needs to be further clarified at this time and therefore is not
acceptable. Additionally, and per the 03/13/2012 discussion between Michael Parker (Turbo Services) .
and Ed Riley (Fire Code Official), a manual fire suppression system is required to protect the Test Cell
area per NFPA 423 (2004 ed.) sections 6.21 and 62.1.1. If the water demand for this system can be met
with the domestic water supply then simply note this on the plans. If the water demand for this system
requires separate connection to the water main, then show all fire protection appurtenances at this
time on he SDPA drawings (i.e. backflow PIV, Check Valve, FDC) as close as possible o the .. road and
wherever the fire hydrant it. located and note that this system shall comply with NEPA 24(2007 ed )
.requirements.
Collier County Fire Prevention and Protection Code Policy and Procedure Manual Article Number ACC
09 -4. SECOND REVIEW, 03/0712(rl) - ..this comment was erroneously shown and incomplete and should
have read ... the two -way drive is considered a dead -end. that exceeds 150 -feet and in accordance with
Collier County Fire Prevention and Protection Code Policy and Procedure Manual Article Number ACC
094,. an approved turn- around for fire, apparatus shall be provided, and the design proposed does not
meet the dimensional 'OReria for any of the turn - arounds approved by the local Fire Districts. However,
and perthe 03/13/2012 discussion between Michael Parker (Turbo Services) and Ed Riley (Fire Code
Official) please contact the Immokalee Fire District's fire marshal,- LeoAodgers*to discuss what kind of .. `., .
turnaround would be acceptable at this particular site. in lieu of the current approved turn- arounds.
Whatever is agreed to, please obtain in writing from the Fire Marshal and provide copies attached to
each of the re- submittals.
15
Ed Riley
Irom: GustTatiana [TatianaGust @colliergov.net]
Sent: Wednesday, March 14, 2012 10:33 AM
To: Ed Riley
Subject: FW: Turbo Services
FYI
Tatra IA4 K. C u.st
Manager Plan Review & Inspections
Growth Management Division
Building Review & Permitting
Ph: 239- 252 -4240
Fx: 239 - 252 -2334
APlease consider the environment before printing this email
- -- Forwarded Message - - - --
From: Michael Parker <secondwindaircraft(a)yahoo.com>
To: Levy Michael <MichaelLevy(cD-colliergov.net >; "michaelsawyer _ colliergov.net"
< michaelsawyer (cr- colliergov.net>
Sent: Tuesday, March 13, 2012 10:02 PM
Subject: Turbo Services
Hi guys,
I had a good talk with fire officials and we seem to have reached an understanding
for moving forward. Will you please explain to me why so many items on our
submittal are classified as "carried forward "? I'd like to get issues solved and the
way it appears, we made little headway at the last submittal. Hopefully that is just
a label while items are pending. Please advise so I can be working on finishing
things up.
Mr. Sawyer, at what point would you like to discuss drafting the "insubstantial
change" form(s)? I would like to submit when you desire and I don't know when
the right time is. My goal is to avoid delays of back and forth.
Thank you,
Michael Parker
Turbo Services
954- 805 -9613
secondwindaircra:ft@yahoo.com
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